{"meta":{"query_hash":"b4555d5f4005","filters":{"topic":"Concrete Corrosion and Durability"},"cohort_total":901,"direct_labels_cover":0,"predictions_cover":901,"exported":901,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/b4555d5f4005","api":"https://metacan.xera.ac/api/v1/cohort?topic=Concrete+Corrosion+and+Durability"},"results":[{"id":"W116671614","doi":"10.14359/11313","title":"Estimation of Chloride Ingress in Uncracked and Cracked Concrete Using Measured Surface Concentrations","year":2002,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Forensic engineering; Materials science; Structural engineering; Geotechnical engineering; Composite material; Computer science; Engineering","score_opus":0.032675715559560385,"score_gpt":0.23916782959317817,"score_spread":0.20649211403361778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W116671614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997668,0.00028720393,0.001236875,0.00004451562,0.0005490485,0.00011766523,0.000016809041,0.000035727964,0.000044127533],"genre_scores_gemma":[0.9987933,0.00016459693,0.00096341793,0.000012741863,0.00004305154,0.0000011368687,0.0000027290473,0.000013603656,0.0000054059424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99899596,0.00008965595,0.00050211116,0.00009241785,0.00015107456,0.00016876649],"domain_scores_gemma":[0.99955827,0.00006557152,0.0001157698,0.00011094809,0.000072296185,0.00007715801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044263026,0.00011407155,0.00026007002,0.00005638348,0.000061886654,0.00009039732,0.0000692816,0.00006858859,0.00041031692],"category_scores_gemma":[0.00018389216,0.00011168037,0.00002434898,0.00010811023,0.000058426944,0.00029551465,0.000017109076,0.00010852006,0.00000400633],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032082102,0.0000024421279,0.0010887394,0.000051323204,0.000008104163,0.0000061658893,0.00058697956,0.015690805,0.9820927,0.0000262625,0.000034018718,0.00038039545],"study_design_scores_gemma":[0.0009576263,0.000023281424,0.0031734048,0.00015497862,0.000022577504,0.00011024927,0.00011488524,0.26242048,0.7326755,0.00014071034,0.000034919252,0.00017140953],"about_ca_topic_score_codex":0.0000152199345,"about_ca_topic_score_gemma":0.0000049547307,"teacher_disagreement_score":0.2494172,"about_ca_system_score_codex":0.00006859686,"about_ca_system_score_gemma":0.000014442741,"threshold_uncertainty_score":0.45541933},"labels":[],"label_agreement":null},{"id":"W1185373131","doi":"","title":"Population Based Risk Factors for DSAEK Failure in Ontario Canada","year":2010,"lang":"en","type":"article","venue":"Investigative Ophthalmology & Visual Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Bank of Canada; Western University","funders":"","keywords":"Population; Environmental health; Geography; Optometry; Medicine","score_opus":0.024327348555020657,"score_gpt":0.2729310708013785,"score_spread":0.24860372224635785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1185373131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99863964,0.0000017081376,0.000019309486,0.000071810326,0.00074702775,0.00028663425,0.000021795136,0.00004327349,0.00016877752],"genre_scores_gemma":[0.9985025,4.3463668e-8,0.0013523943,0.000045134777,0.000014259305,0.000033157234,0.000019644034,0.000010051722,0.000022827257],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987826,0.000042528867,0.00023069474,0.00035640463,0.00021409664,0.00037372016],"domain_scores_gemma":[0.99909824,0.0003448476,0.000057105437,0.00018397334,0.000088449844,0.00022736307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004341355,0.00016448676,0.00019081961,0.000113472335,0.00018241834,0.000028681703,0.000259172,0.0000996355,0.00023654374],"category_scores_gemma":[0.0010565504,0.00015243955,0.000033249347,0.00042149535,0.0005032409,0.00020679926,0.000033245906,0.00045374213,0.0000019468916],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000040906125,0.0000061054084,0.8173469,0.000004928667,0.0000010100938,0.0000044989392,0.0002529124,0.0012066946,0.18107855,0.000027925422,0.000030099964,0.000036313075],"study_design_scores_gemma":[0.00018005901,0.000056921872,0.9216343,0.000006586903,0.0000033113033,0.000004729581,0.00008569791,0.018643565,0.0583215,0.0007858929,0.00010502661,0.00017239306],"about_ca_topic_score_codex":0.88998234,"about_ca_topic_score_gemma":0.98762745,"teacher_disagreement_score":0.12275706,"about_ca_system_score_codex":0.0005312106,"about_ca_system_score_gemma":0.00116984,"threshold_uncertainty_score":0.62163043},"labels":[],"label_agreement":null},{"id":"W126178788","doi":"10.5006/c2003-03389","title":"Evaluation of the Performance of Corrosion-Inhibiting Systems Used in Reinforced Concrete Bridges","year":2003,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Reinforced concrete; Materials science; Structural engineering; Forensic engineering; Metallurgy; Composite material; Engineering","score_opus":0.02526352061045661,"score_gpt":0.235192298477972,"score_spread":0.20992877786751538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W126178788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942616,0.000100637706,0.00025995457,0.0000047670346,0.00027993397,0.00034927833,0.0000023449895,0.000033389555,0.004708085],"genre_scores_gemma":[0.99986655,0.000009535238,0.000023445167,0.0000045235165,0.0000049819664,0.000012802952,9.857614e-7,0.000007566233,0.00006958515],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887145,0.00013252225,0.00039736507,0.00008246158,0.00040852322,0.00010769813],"domain_scores_gemma":[0.9993735,0.00010715227,0.00007187768,0.00023282724,0.00019353096,0.000021117536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016774703,0.00007742903,0.00016776146,0.00004098742,0.000019827681,0.000006247585,0.000078023644,0.000048260423,0.000069283305],"category_scores_gemma":[0.0003724802,0.000056731067,0.000044994536,0.00020073417,0.00003365188,0.00007528051,0.0000148371355,0.00007754152,0.0000021800547],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073395295,8.1561643e-7,0.045114476,0.00025221694,0.0000026811747,6.291886e-8,0.00039244542,0.28458408,0.6681559,0.0011202274,0.000039448492,0.00033028156],"study_design_scores_gemma":[0.00036448508,0.000011599112,0.0038915488,0.000109768254,0.000009065732,0.0000010921062,0.0002273865,0.6452615,0.35006297,0.0000013612533,0.000010979011,0.000048248145],"about_ca_topic_score_codex":0.000047700032,"about_ca_topic_score_gemma":0.000013648047,"teacher_disagreement_score":0.36067742,"about_ca_system_score_codex":0.0000776771,"about_ca_system_score_gemma":0.000057306574,"threshold_uncertainty_score":0.23134258},"labels":[],"label_agreement":null},{"id":"W128332858","doi":"10.5006/c2004-04333","title":"New Developments in the Galvanic Cathodic Protection of Concrete Structures","year":2004,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"RTDS Technologies (Canada)","funders":"","keywords":"Cathodic protection; Galvanic cell; Galvanic anode; Galvanic corrosion; Materials science; Corrosion; Forensic engineering; Metallurgy; Engineering; Electrochemistry; Electrode; Chemistry","score_opus":0.016574949796532942,"score_gpt":0.21872269302098296,"score_spread":0.20214774322445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W128332858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9643347,0.00008374535,0.030998737,0.00007727649,0.0001410509,0.00031117545,7.9333824e-7,0.00008540612,0.003967085],"genre_scores_gemma":[0.997463,0.000006489606,0.0024389,0.000043402575,0.000011171128,0.000007693729,8.921011e-7,0.000004901314,0.0000235528],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958503,0.000016068703,0.00014560197,0.000070436945,0.00009529425,0.00008759073],"domain_scores_gemma":[0.99981564,0.000014748915,0.000012373556,0.00012302467,0.000011257152,0.000022929631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011098899,0.0000623325,0.00007563765,0.000033660475,0.000014436969,0.000008299466,0.00008915867,0.000036686866,0.00009678067],"category_scores_gemma":[0.000029728215,0.000042209853,0.000021110623,0.00014892156,0.000010647886,0.000039281647,0.000009807717,0.000090857124,0.000007169379],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010272095,0.000008981541,0.008248616,0.00039846005,0.000024817453,0.000011958345,0.016556956,0.020477397,0.7932376,0.015679443,0.0010383411,0.14421466],"study_design_scores_gemma":[0.003989353,0.0001665182,0.29345855,0.00011945411,0.000021228288,0.00005336241,0.0014156665,0.0026741046,0.67541295,0.013364105,0.008617112,0.0007076055],"about_ca_topic_score_codex":0.0003003328,"about_ca_topic_score_gemma":0.00016426582,"teacher_disagreement_score":0.28520992,"about_ca_system_score_codex":0.000049812912,"about_ca_system_score_gemma":0.000044173557,"threshold_uncertainty_score":0.17212678},"labels":[],"label_agreement":null},{"id":"W131286582","doi":"10.1007/978-94-007-0723-8_102","title":"Model-Assisted Non-destructive Monitoring of Reinforcement Corrosion in Concrete Structures","year":2011,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Corrosion; Reinforcement; Materials science; Reinforced concrete; Inverse problem; Inverse; Nondestructive testing; Structural engineering; Forensic engineering; Composite material; Engineering; Mathematics; Physics; Geometry; Mathematical analysis","score_opus":0.03215561645429018,"score_gpt":0.22547238038810125,"score_spread":0.19331676393381106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W131286582","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13141716,0.0011806549,0.0045617353,0.000006728165,0.0025282765,0.0015266057,0.0002639057,0.00057490775,0.85794],"genre_scores_gemma":[0.97533727,0.00041433593,0.0011457507,0.000007342652,0.00009153648,0.00003088921,0.00003818425,0.00011517458,0.022819536],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99821895,0.000010373519,0.00078904966,0.0003679618,0.00030830302,0.00030536143],"domain_scores_gemma":[0.998888,0.000054017473,0.00021537291,0.0005958404,0.00013025738,0.00011649313],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000104380495,0.0005355382,0.0007752521,0.00021890819,0.00005636816,0.000023270431,0.00025658865,0.00044262223,0.00032062564],"category_scores_gemma":[0.00001756702,0.0005449582,0.0002010859,0.000035529454,0.00022547197,0.0001597059,0.00014010294,0.00047989827,0.000010324526],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003107381,0.000014277076,0.0063423193,0.0076487768,0.0005330475,0.00017749962,0.022707215,0.08733695,0.33311576,0.5021293,0.0021266479,0.034760773],"study_design_scores_gemma":[0.008965543,0.0019581686,0.018732762,0.012860592,0.0010763914,0.000121656754,0.0016392512,0.1276937,0.5163974,0.2629796,0.035755195,0.011819708],"about_ca_topic_score_codex":0.000044560154,"about_ca_topic_score_gemma":0.000029347832,"teacher_disagreement_score":0.8439201,"about_ca_system_score_codex":0.00025524205,"about_ca_system_score_gemma":0.00009155914,"threshold_uncertainty_score":0.9997002},"labels":[],"label_agreement":null},{"id":"W140456610","doi":"","title":"Die Ueberpruefung von Spannbetonkonstruktionen auf Unversehrtheit der Spannglieder / The inspection of prestressed concrete structures to the integrity of the tendons","year":2011,"lang":"de","type":"article","venue":"Bautechnik","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Physics; Prestressed concrete; Political science; Art; Engineering; Structural engineering","score_opus":0.02549145163885272,"score_gpt":0.21885204042563955,"score_spread":0.19336058878678683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W140456610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.977738,0.00341762,0.004895337,0.0016966809,0.0041561546,0.0028042507,0.0004773727,0.00044129518,0.004373258],"genre_scores_gemma":[0.9986895,0.00016081119,0.00057935424,0.00011002142,0.00019075697,0.00006637147,0.000007487085,0.000049429073,0.00014632072],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99753267,0.00030576208,0.00077462575,0.00043109801,0.0005208549,0.00043500095],"domain_scores_gemma":[0.9971056,0.00032120777,0.00033694404,0.0018340967,0.00028226335,0.000119882236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005830261,0.00042480187,0.00047751894,0.00011252715,0.00036911963,0.000045246274,0.0011850717,0.00033394346,0.00037512058],"category_scores_gemma":[0.00048288953,0.0002280321,0.0003916374,0.0006313991,0.000663621,0.00012566512,0.0005029222,0.0010190993,0.000032322372],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031373715,0.00039904908,0.100418285,0.0026642634,0.0038961456,0.000034550416,0.091276675,0.009317799,0.51638216,0.16569237,0.047010377,0.059770938],"study_design_scores_gemma":[0.0013930923,0.00038771387,0.44238546,0.0007411916,0.0015799353,0.000027340433,0.0044858055,0.010343128,0.4741422,0.0035477031,0.059851278,0.0011151468],"about_ca_topic_score_codex":0.0023166589,"about_ca_topic_score_gemma":0.00079733285,"teacher_disagreement_score":0.3419672,"about_ca_system_score_codex":0.00012932824,"about_ca_system_score_gemma":0.00015445393,"threshold_uncertainty_score":0.92988795},"labels":[],"label_agreement":null},{"id":"W142019164","doi":"10.5006/c2000-00476","title":"The Development of a New Tool for Corrosion Managers","year":2000,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Corrosion; Materials science; Metallurgy; Construction engineering; Computer science; Engineering","score_opus":0.014229926635956713,"score_gpt":0.22314941278992875,"score_spread":0.20891948615397204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W142019164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87530786,0.000117547,0.098989524,0.00014334927,0.00023407886,0.00042949728,0.0000017060572,0.00021524873,0.024561206],"genre_scores_gemma":[0.9764922,0.000026305328,0.010782051,0.00003664722,0.000014611842,0.000016643566,0.0000020579641,0.0000087994395,0.012620652],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996477,0.0000026805649,0.00015056448,0.000054670207,0.000054442866,0.00008997733],"domain_scores_gemma":[0.99976885,0.00006474701,0.0000059917325,0.00012210254,0.000010514856,0.000027790029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009812129,0.000047053574,0.00005495276,0.000007875532,0.000050921306,0.000009851874,0.00007075993,0.000018959081,0.0005918339],"category_scores_gemma":[0.000012066814,0.000030795487,0.00003256425,0.00004352731,0.000008755891,0.000021772992,0.000007001039,0.000021323323,0.000027113223],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036375823,0.0000029542775,0.00010932681,0.00002943806,0.0000027640413,5.1467673e-8,0.00044630517,0.0004865879,0.008044803,0.00026454497,0.014591918,0.97598493],"study_design_scores_gemma":[0.00060886587,0.000025034737,0.004371361,0.000020550677,0.000007508974,5.833611e-7,0.00018049966,0.032093752,0.067582145,0.0003338509,0.89458567,0.00019019173],"about_ca_topic_score_codex":0.0000019024374,"about_ca_topic_score_gemma":0.000032496246,"teacher_disagreement_score":0.97579473,"about_ca_system_score_codex":0.000018452023,"about_ca_system_score_gemma":0.000018558705,"threshold_uncertainty_score":0.64801663},"labels":[],"label_agreement":null},{"id":"W146801596","doi":"","title":"Development of Deterioration Models for Bridge Decks Using System Reliability Analysis","year":2013,"lang":"en","type":"dissertation","venue":"Spectrum Research Repository (Concordia University)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reliability (semiconductor); Bridge (graph theory); Reliability engineering; Engineering; Process (computing); Structural system; Deck; Structural engineering; Computer science","score_opus":0.04609446389832808,"score_gpt":0.28095497358110216,"score_spread":0.23486050968277408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W146801596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97018284,0.00007930327,0.020697549,0.000002628049,0.0006252331,0.0010877047,0.000031223495,0.0001894944,0.007104016],"genre_scores_gemma":[0.99640167,0.00001500647,0.0013046049,3.1766152e-7,0.000066897774,0.000017972321,0.00021623408,0.00004777454,0.0019295113],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973707,0.00023109933,0.0006485481,0.0006197736,0.00060894777,0.0005208842],"domain_scores_gemma":[0.99784297,0.00018723433,0.00020360725,0.0007315128,0.0007950069,0.00023969189],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007487932,0.00031240907,0.00070684764,0.0014560429,0.0004443557,0.00009697732,0.00048398256,0.00040892276,0.000020799314],"category_scores_gemma":[0.00005073706,0.00036555727,0.00042142946,0.0015460307,0.00008999089,0.00035920888,0.00007534712,0.00045747455,0.000005800098],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034094166,0.0003257156,0.024321113,0.0237217,0.0050029517,0.00016277547,0.011955407,0.095687345,0.82161784,0.0042002588,0.00095523347,0.008640268],"study_design_scores_gemma":[0.0009034897,0.00012077984,0.053279046,0.00043668234,0.0010661578,0.0000044093467,0.00625721,0.76028836,0.174536,0.00013291396,0.0019069602,0.0010680028],"about_ca_topic_score_codex":0.0030703223,"about_ca_topic_score_gemma":0.0063621355,"teacher_disagreement_score":0.66460097,"about_ca_system_score_codex":0.002224278,"about_ca_system_score_gemma":0.0008558638,"threshold_uncertainty_score":0.99987966},"labels":[],"label_agreement":null},{"id":"W146940101","doi":"","title":"Life Cycle Comparison of Steel and GFRP Reinforced Concrete Bridge Deck Designs in the Context of Uncertainty","year":2008,"lang":"en","type":"article","venue":"2008 Concrete Bridge ConferenceFederal Highway AdministrationNational Concrete Bridge CouncilMissouri Department of TransportationAmerican Concrete Institute (ACI)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Deck; Fibre-reinforced plastic; Bridge deck; Bridge (graph theory); Context (archaeology); Service life; Reinforced concrete; Engineering; Computer science; Forensic engineering; Structural engineering; Civil engineering; Reliability engineering; Geology","score_opus":0.07333498136394725,"score_gpt":0.284526308012821,"score_spread":0.21119132664887377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W146940101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98669004,0.0014871372,0.0024129292,0.00059771695,0.0004518311,0.0022192763,0.004338966,0.00021304429,0.0015890836],"genre_scores_gemma":[0.99372935,0.00094225473,0.0008180615,0.000628706,0.00013687681,0.00026308623,0.003356111,0.00007978093,0.000045753448],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9912712,0.00043234281,0.0038654807,0.0010652211,0.0024883104,0.0008774463],"domain_scores_gemma":[0.9931067,0.001518564,0.0015153475,0.00092263974,0.0022645122,0.00067221234],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.0012778934,0.0010794833,0.0021806466,0.00040771946,0.0004984618,0.00010234224,0.0009938284,0.00042158857,0.00025054743],"category_scores_gemma":[0.0010251217,0.001076771,0.0005484321,0.00094004284,0.0031220638,0.00095008116,0.00005600126,0.0007368243,0.000009936648],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.014250241,0.00010484229,0.18433407,0.0059186467,0.0047375476,0.0010492816,0.07470156,0.032787573,0.39744553,0.2537252,0.027438743,0.0035067748],"study_design_scores_gemma":[0.017544048,0.0035869547,0.8034851,0.0010111291,0.00086054514,0.0004049008,0.0036538062,0.117073044,0.023168862,0.00015716627,0.024942797,0.0041116686],"about_ca_topic_score_codex":0.0010398893,"about_ca_topic_score_gemma":0.00032641456,"teacher_disagreement_score":0.619151,"about_ca_system_score_codex":0.00033054544,"about_ca_system_score_gemma":0.0038637843,"threshold_uncertainty_score":0.9995909},"labels":[],"label_agreement":null},{"id":"W147432407","doi":"10.5006/c2004-04382","title":"Prediction for CO2 Corrosion of Active Steel under a Precipitate","year":2004,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Corrosion; Materials science; Metallurgy","score_opus":0.022434591619768452,"score_gpt":0.22930400121824,"score_spread":0.20686940959847153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W147432407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7491896,0.000024027682,0.24654631,0.000050607694,0.0003609602,0.00036619708,0.00006117012,0.00022138696,0.003179707],"genre_scores_gemma":[0.9986044,0.000014677694,0.0010860834,0.000022095535,0.000019011522,0.0000316022,0.000013196815,0.000011818104,0.0001970759],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995639,0.0000054530456,0.00015215523,0.000101249614,0.000075972945,0.000101287595],"domain_scores_gemma":[0.9996934,0.00005691687,0.000018013829,0.0001275748,0.0000615563,0.000042571068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006060319,0.000072553674,0.000104569175,0.000031717278,0.00002296484,0.000005332414,0.000043598066,0.000052566174,0.0000604592],"category_scores_gemma":[0.000025212723,0.00006434874,0.000056629622,0.00006917361,0.000020622143,0.000088088455,0.000011884793,0.000047037116,0.000006187034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031637345,0.00007553624,0.00045338116,0.00024758952,0.000018717554,2.7087606e-7,0.0012964167,0.13446905,0.8441294,0.0062485267,0.0014096466,0.011335098],"study_design_scores_gemma":[0.0039291605,0.00049019756,0.032328464,0.000104808074,0.000049149097,0.0000039430083,0.0010887067,0.0717604,0.88042164,0.007028933,0.0024826808,0.00031189618],"about_ca_topic_score_codex":0.000011617619,"about_ca_topic_score_gemma":0.00003560417,"teacher_disagreement_score":0.24941482,"about_ca_system_score_codex":0.00008182023,"about_ca_system_score_gemma":0.000017435426,"threshold_uncertainty_score":0.26240653},"labels":[],"label_agreement":null},{"id":"W1558491142","doi":"","title":"Ice Loading on the Confederation Bridge","year":2013,"lang":"en","type":"article","venue":"The Journal of Macrodynamic Analysis (Memorial University of Newfoundland)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Bridge (graph theory); Engineering; Forensic engineering; Civil engineering","score_opus":0.010882742455711084,"score_gpt":0.19205838513393828,"score_spread":0.1811756426782272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1558491142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97810984,0.000028074599,0.018018218,0.00084097165,0.000330789,0.00010618079,0.00000408007,0.000018638497,0.0025431968],"genre_scores_gemma":[0.99944204,0.00010223897,0.000035955123,0.00004474085,0.00015383627,4.6499903e-8,0.0000029393123,0.000006040056,0.00021218293],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990614,0.00017783072,0.00026974254,0.00007292012,0.0002876651,0.00013044325],"domain_scores_gemma":[0.9987494,0.00046547278,0.00022884704,0.00026415545,0.00022827547,0.00006387218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006775383,0.00011281026,0.00030423736,0.00015147534,0.00021449427,0.000045628363,0.00041301674,0.00005245686,0.00078666286],"category_scores_gemma":[0.00006677651,0.000072766314,0.00029644617,0.0002971636,0.00010386516,0.00017258957,0.000037982394,0.00025968367,0.000034893717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026749966,0.00027007228,0.030559804,0.00015552327,0.009769227,0.00006297668,0.012804276,0.7169212,0.16905229,0.009880449,0.03255085,0.0152983535],"study_design_scores_gemma":[0.002581826,0.0003289179,0.14900222,0.000075338685,0.0040579974,0.00004587458,0.004594912,0.8333976,0.00041852563,0.00117985,0.003842247,0.0004746713],"about_ca_topic_score_codex":0.0012778924,"about_ca_topic_score_gemma":0.0018098768,"teacher_disagreement_score":0.16863376,"about_ca_system_score_codex":0.0001582628,"about_ca_system_score_gemma":0.000032626598,"threshold_uncertainty_score":0.8613407},"labels":[],"label_agreement":null},{"id":"W1558982919","doi":"10.1016/j.conbuildmat.2015.05.083","title":"The performance of concrete exposed to marine environments: Predictive modelling and use of laboratory/on site test methods","year":2015,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; Queen's University; Queen's University Belfast; Heriot-Watt University","keywords":"Repeatability; Term (time); Laboratory test; Test method; Test (biology); Environmental science; Marine engineering; Engineering; Computer science; Geotechnical engineering; Geology; Statistics; Biochemical engineering; Mathematics","score_opus":0.024505914699386153,"score_gpt":0.24255685967123972,"score_spread":0.21805094497185357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1558982919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98957354,0.000041141353,0.009808478,0.000011681058,0.00030799146,0.00015208859,0.000060211827,0.000028555423,0.000016317686],"genre_scores_gemma":[0.9759757,0.00023491598,0.02373322,0.000011395454,0.000020626274,0.000007522546,0.00000201603,0.000009044271,0.000005538928],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993924,0.00006574221,0.00025619878,0.0001182019,0.000079731726,0.00008770714],"domain_scores_gemma":[0.99946624,0.00021206499,0.0000650014,0.00013907328,0.000043560736,0.000074057345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004332075,0.00009409183,0.0001825387,0.00004045998,0.000045934754,0.000035132176,0.000035043147,0.00004364543,0.000011475522],"category_scores_gemma":[0.00014865542,0.00007352412,0.000010378485,0.000062396255,0.00013462019,0.00011155693,0.000054265456,0.000038628903,5.5610207e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000098475866,9.5052405e-7,0.003482145,0.000038234208,0.000006706784,7.962568e-8,0.00013498598,0.003012788,0.98912853,0.00008817618,0.000009070267,0.0039998563],"study_design_scores_gemma":[0.00024438233,0.000115399016,0.00073619816,0.00004299239,0.000012921899,0.0000033605,0.000084085215,0.023306143,0.9741408,0.000023640452,0.00121392,0.000076135184],"about_ca_topic_score_codex":0.000005762779,"about_ca_topic_score_gemma":2.081601e-7,"teacher_disagreement_score":0.020293355,"about_ca_system_score_codex":0.000020581587,"about_ca_system_score_gemma":0.000008176642,"threshold_uncertainty_score":0.29982266},"labels":[],"label_agreement":null},{"id":"W1572641617","doi":"10.14359/14408","title":"Seismic Testing of Autoclaved Aerated Concrete Shearwalls: A Comprehensive Review","year":2005,"lang":"en","type":"review","venue":"ACI Structural Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Autoclaved aerated concrete; Geotechnical engineering; Forensic engineering; Engineering; Structural engineering; Civil engineering; Environmental science; Materials science","score_opus":0.07436608922964098,"score_gpt":0.3311236330670532,"score_spread":0.2567575438374122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1572641617","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007200909,0.9973027,0.000033575292,0.000024025165,0.00075137685,0.0006849758,0.00007146265,0.00018347021,0.00022832454],"genre_scores_gemma":[0.0004845272,0.997358,0.0014773984,0.00012664267,0.00037944785,0.000012043693,0.00004626182,0.000083469626,0.000032183747],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99671775,0.00029768184,0.0018200047,0.00030650495,0.00038516766,0.00047290078],"domain_scores_gemma":[0.9977137,0.00043199534,0.0006699456,0.00045180938,0.00044930627,0.0002832442],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002719637,0.0006811419,0.0027761224,0.00016790569,0.00012574636,0.00007883689,0.0005353366,0.0003054596,0.0006599109],"category_scores_gemma":[0.0003154394,0.0005136402,0.00076179655,0.00058482564,0.00010144611,0.00018322791,0.000098479184,0.0016369442,0.000040182345],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000027575136,3.55099e-7,0.000002326568,0.03083455,0.00011746045,0.000023030747,0.000024964722,0.00013788787,0.00007001954,0.0000019654094,0.0014590215,0.9673257],"study_design_scores_gemma":[0.00027116598,0.000049594713,0.00002112785,0.0575113,0.0007260818,0.0036078077,0.000008535924,0.005647512,0.0000088062025,0.000014502244,0.93154806,0.0005855108],"about_ca_topic_score_codex":0.0000059256754,"about_ca_topic_score_gemma":5.9658265e-7,"teacher_disagreement_score":0.96674013,"about_ca_system_score_codex":0.0003051598,"about_ca_system_score_gemma":0.00031042515,"threshold_uncertainty_score":0.99973154},"labels":[],"label_agreement":null},{"id":"W1584454992","doi":"10.1002/9780470872864.ch80","title":"Galvanic Corrosion Testing","year":2011,"lang":"en","type":"other","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Teck (Canada)","funders":"","keywords":"Galvanic cell; Corrosion; Galvanic corrosion; Materials science; Metallurgy","score_opus":0.02905345272179739,"score_gpt":0.204443204011145,"score_spread":0.1753897512893476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1584454992","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000033789747,0.00045863335,0.0036040263,0.000001514352,0.0008158763,0.00012636866,0.000007276996,0.002716641,0.9922359],"genre_scores_gemma":[0.010174277,0.00007299072,0.0028966991,0.000051814204,0.00018941629,0.000011251336,0.000011058971,0.0006010814,0.9859914],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994699,0.000007975962,0.00012366539,0.00016406228,0.000076540084,0.00015790257],"domain_scores_gemma":[0.99953973,0.000030167592,0.00002242871,0.0003250228,0.000011967121,0.00007070771],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000043454038,0.00018305001,0.00017971291,0.00007746947,0.0000119569995,0.000010719754,0.000119500175,0.00019793029,0.039533034],"category_scores_gemma":[0.000041482937,0.00016130866,0.00004813667,0.00009425134,0.000016866914,0.000013565954,0.000035213816,0.00015340051,0.002013334],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.7613627e-7,0.000002811317,0.0001801872,0.00009584044,0.000002027597,0.0000021572844,0.0000111069085,0.0000022361353,0.0021628547,0.0000668552,0.988862,0.008611272],"study_design_scores_gemma":[0.00011502379,0.000016207441,0.00013343802,0.0001671771,0.00001389678,0.000004441615,0.000007050928,0.002546366,0.0005939232,0.00004091604,0.9959974,0.00036411732],"about_ca_topic_score_codex":0.00008611738,"about_ca_topic_score_gemma":0.00011434436,"teacher_disagreement_score":0.037519697,"about_ca_system_score_codex":0.000023592016,"about_ca_system_score_gemma":0.000009587779,"threshold_uncertainty_score":0.99876374},"labels":[],"label_agreement":null},{"id":"W1591916953","doi":"","title":"Ice Loads on the Confederation Bridge Piers","year":2013,"lang":"en","type":"article","venue":"The Journal of Macrodynamic Analysis (Memorial University of Newfoundland)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Pier; Bridge (graph theory); Span (engineering); Geology; Engineering; Forensic engineering; Meteorology; Geotechnical engineering; Structural engineering; Geography","score_opus":0.009415641166257097,"score_gpt":0.1869876067314624,"score_spread":0.1775719655652053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1591916953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9797472,0.000029495355,0.014483448,0.0011148237,0.00044714872,0.000120665136,0.000007687279,0.000019883471,0.0040296675],"genre_scores_gemma":[0.9993368,0.00012687112,0.00003348426,0.000057414996,0.00014727139,5.6368286e-8,0.000004075764,0.000006508249,0.00028753598],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989797,0.0001933333,0.00028246173,0.00008092244,0.0003224685,0.00014115014],"domain_scores_gemma":[0.99870336,0.00042819444,0.00023789803,0.00030431472,0.00025060907,0.000075603784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006883882,0.00012441054,0.00033553125,0.00015871374,0.00021177129,0.00004481939,0.0004536446,0.000060832295,0.00083828164],"category_scores_gemma":[0.00006742455,0.00008027747,0.0003302631,0.00032035942,0.00014190585,0.00017113838,0.00003907557,0.0002694025,0.000036384594],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002804565,0.0002571986,0.022994943,0.000118549455,0.00917721,0.0000533429,0.010245213,0.82534117,0.07434237,0.005371845,0.037962504,0.011331115],"study_design_scores_gemma":[0.00347263,0.00049395574,0.18084413,0.00006960069,0.0054403795,0.000041777184,0.006054797,0.7953826,0.00030010997,0.0010542346,0.0062458245,0.0005999336],"about_ca_topic_score_codex":0.0014570535,"about_ca_topic_score_gemma":0.002055391,"teacher_disagreement_score":0.1578492,"about_ca_system_score_codex":0.0001725866,"about_ca_system_score_gemma":0.00004245248,"threshold_uncertainty_score":0.9178596},"labels":[],"label_agreement":null},{"id":"W1599517353","doi":"10.3846/13923730.2014.893905","title":"WATER VAPOR TRANSMISSION AND WATERPROOFING PERFORMANCE OF CONCRETE SEALER AND COATING SYSTEMS","year":2015,"lang":"en","type":"article","venue":"Journal of Civil Engineering and Management","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; George Brown College","funders":"","keywords":"Waterproofing; Coating; Water vapor; Cementitious; Materials science; Composite material; Cement; Chemistry; Organic chemistry","score_opus":0.00949829127050031,"score_gpt":0.18407467633345215,"score_spread":0.17457638506295184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1599517353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9888168,0.0023501515,0.008146744,0.000034132252,0.0002215643,0.00009413808,6.2196864e-7,0.000027960887,0.00030788002],"genre_scores_gemma":[0.9981722,0.001160721,0.0005809587,0.000004478236,0.000030045609,0.00000209725,4.2218684e-7,0.000012247046,0.000036825644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993492,0.000009588876,0.0003020626,0.00007107472,0.00013888786,0.00012923247],"domain_scores_gemma":[0.9997079,0.000018199049,0.000037021262,0.00006185646,0.000043355092,0.00013171267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047510208,0.00010451856,0.00021326286,0.00009588667,0.000019204022,0.000030224928,0.000039007697,0.000031741067,0.000002525666],"category_scores_gemma":[0.000005812729,0.000074037365,0.00002036325,0.000032840777,0.000015459702,0.0001281211,0.000033084256,0.00009378845,1.736018e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036321473,0.000018029004,0.008895284,0.024791613,0.00045574777,0.00010195347,0.011226689,0.5840449,0.29799044,0.00048197538,0.0010390163,0.07059116],"study_design_scores_gemma":[0.0016308557,0.0002839177,0.002389947,0.0011411804,0.000100950354,0.0001644047,0.0004699941,0.96911055,0.011565504,0.000008916085,0.012862031,0.0002717304],"about_ca_topic_score_codex":0.0000025022182,"about_ca_topic_score_gemma":3.7908794e-7,"teacher_disagreement_score":0.3850657,"about_ca_system_score_codex":0.000018958313,"about_ca_system_score_gemma":0.0000029574544,"threshold_uncertainty_score":0.30191562},"labels":[],"label_agreement":null},{"id":"W1610658531","doi":"","title":"Two-Way Slab Parking Structures in Canada","year":2013,"lang":"en","type":"article","venue":"ACI Concrete International","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforced concrete; Slab; Structural engineering; Forensic engineering; Engineering; Civil engineering","score_opus":0.00657352429157626,"score_gpt":0.19678742728413057,"score_spread":0.1902139029925543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1610658531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9809762,0.000104039565,0.00014732221,0.0002688393,0.0014823737,0.000116784926,0.000019922883,0.00007268696,0.016811779],"genre_scores_gemma":[0.9991124,0.000010301012,0.00028638015,0.00032567437,0.000107909495,0.000026741163,0.000021590107,0.000014127135,0.0000948203],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991403,0.000018451354,0.00025146248,0.00015741897,0.00023546923,0.00019685803],"domain_scores_gemma":[0.99956757,0.00010804185,0.00002533623,0.00015613172,0.00006882099,0.00007412733],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006005086,0.00012220719,0.00012826336,0.00006048928,0.000019299145,0.000050059953,0.0002512003,0.00003263195,0.0036860527],"category_scores_gemma":[0.00007162751,0.000122005986,0.000031982614,0.00007673075,0.000019022933,0.00017022277,0.00004748019,0.00017340727,0.000047510137],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000684315,0.0000034151024,0.52003103,0.00009813894,0.00021750738,0.00014203064,0.0012439248,0.019332062,0.24221902,0.012843211,0.06427665,0.1395246],"study_design_scores_gemma":[0.00254542,0.000021890875,0.35450977,0.00008890375,0.000011639555,0.000052158437,0.00088092335,0.53506196,0.03389822,0.0028547712,0.068991855,0.0010825017],"about_ca_topic_score_codex":0.49195024,"about_ca_topic_score_gemma":0.42651415,"teacher_disagreement_score":0.51572984,"about_ca_system_score_codex":0.00047257796,"about_ca_system_score_gemma":0.00011953602,"threshold_uncertainty_score":0.9972247},"labels":[],"label_agreement":null},{"id":"W1621971215","doi":"10.1139/cgj-2015-0387","title":"Investigations on corrosion and mechanical properties of a 20 year old ground anchor exhumed at a power station site","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China; China Three Gorges Corporation; National Science Foundation","keywords":"Grout; Steel bar; Geotechnical engineering; Mortar; Structural engineering; Ultimate tensile strength; Concrete cover; Engineering; Materials science; Corrosion; Forensic engineering; Composite material","score_opus":0.02868853543847687,"score_gpt":0.20981748059397684,"score_spread":0.18112894515549996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1621971215","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978253,0.00017308722,0.0007420124,0.0006765679,0.00020297707,0.00015225894,0.000037518956,0.000052026364,0.0001382271],"genre_scores_gemma":[0.9993527,0.000023123426,0.0002332568,0.00023530208,0.000037597063,0.0000057917164,0.0000066475004,0.000016512258,0.000089058245],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991216,0.000045678986,0.00027838582,0.00012693985,0.00020900367,0.00021836915],"domain_scores_gemma":[0.998725,0.000028402983,0.00004297479,0.00016397516,0.00011535927,0.0009242637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031127932,0.00010998998,0.00016124269,0.0001396323,0.00008921613,0.000043954085,0.000090037756,0.00013304186,0.000091328104],"category_scores_gemma":[0.00034977964,0.00009600052,0.0000439221,0.00013613889,0.000092324655,0.00011039905,0.0000260548,0.00033650507,0.000021713833],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000612382,0.000094412426,0.0046822987,0.00020061631,0.000049808157,0.00015705347,0.0039544487,0.027912468,0.88021356,0.004972577,0.07012007,0.007030331],"study_design_scores_gemma":[0.015148866,0.0053567667,0.06658108,0.0031866683,0.00038380767,0.0024034812,0.0038586326,0.5427162,0.112303935,0.015392944,0.22821902,0.0044485973],"about_ca_topic_score_codex":0.0008254921,"about_ca_topic_score_gemma":0.004837562,"teacher_disagreement_score":0.7679096,"about_ca_system_score_codex":0.00043494496,"about_ca_system_score_gemma":0.00019525242,"threshold_uncertainty_score":0.39147878},"labels":[],"label_agreement":null},{"id":"W1625292","doi":"","title":"Remote monitoring of a rehabilitated concrete highway bridge - 5 years of results","year":2002,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Data logger; Environmental science; Instrumentation (computer programming); Relative humidity; Forensic engineering; Remote sensing; Engineering; Meteorology; Geology; Computer science; Geography","score_opus":0.02408525238769714,"score_gpt":0.23084125197322397,"score_spread":0.20675599958552682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1625292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896445,0.00012293522,0.000064875036,0.00005194733,0.00028857894,0.00011005188,0.0000457017,0.00015841663,0.009512994],"genre_scores_gemma":[0.99679697,0.000071562456,0.0029521447,0.0000030556682,0.000035429955,0.000001342547,0.0000021066533,0.000016678729,0.00012068874],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99908024,0.000034915352,0.00040777586,0.00014949513,0.00017111786,0.00015644156],"domain_scores_gemma":[0.9991654,0.00022786723,0.000053333843,0.00041288757,0.00007341483,0.000067056106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018806294,0.00009098974,0.00023079566,0.000060783368,0.000011490027,0.0000045519696,0.00012597106,0.00006846748,0.00017853429],"category_scores_gemma":[0.00030455188,0.00010153472,0.000082553954,0.0002100299,0.000074981624,0.00005127118,0.000029577139,0.00011524234,0.000020126829],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008259679,0.000005969851,0.0022811638,0.00020895916,0.000019599207,0.000006190254,0.0018341653,0.00017332162,0.9522489,0.000065685614,0.003961225,0.03911228],"study_design_scores_gemma":[0.0041309544,0.0004890889,0.27496424,0.00064318854,0.000056498215,0.000010571041,0.00023243469,0.11421063,0.58852524,0.00068858836,0.0153031405,0.0007454302],"about_ca_topic_score_codex":0.000027548036,"about_ca_topic_score_gemma":9.4869256e-7,"teacher_disagreement_score":0.3637236,"about_ca_system_score_codex":0.000035633402,"about_ca_system_score_gemma":0.0000054391166,"threshold_uncertainty_score":0.4140466},"labels":[],"label_agreement":null},{"id":"W1640434165","doi":"10.22215/etd/2010-09550","title":"Multi-scale investigation of the formation and breakdown of passive films on carbon steel rebar in concrete","year":2010,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Library and Archives Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Metallurgy; Forensic engineering; Engineering; Materials science","score_opus":0.008466310892542154,"score_gpt":0.21020013307212604,"score_spread":0.20173382217958388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1640434165","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99550015,0.000040385472,0.0000138508585,0.000016614926,0.00034123883,0.00040802395,0.00002739348,0.000030602376,0.0036217484],"genre_scores_gemma":[0.99916226,0.00003348233,0.00036686097,0.0000137871275,0.0000076589195,0.000022307815,0.000130977,0.000015904005,0.0002467756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991573,0.000040009865,0.00041779908,0.00013181526,0.00016572195,0.00008731834],"domain_scores_gemma":[0.9993697,0.000086777894,0.00016128788,0.00025659997,0.00009004598,0.00003560394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012589859,0.00015228399,0.00025117683,0.0000981588,0.000016174063,0.0000070539086,0.00009373742,0.00029454153,0.000027333059],"category_scores_gemma":[0.00008788136,0.000115511735,0.000053723867,0.00013305231,0.00004696483,0.00006725877,0.000012752413,0.00031865816,5.6392963e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043112235,0.0000023666114,0.0021195894,0.0007039575,0.0000054369416,1.2759023e-7,0.0037689125,0.00013218181,0.99106324,0.00005914147,0.0000620928,0.0020398556],"study_design_scores_gemma":[0.00055796106,0.00004101844,0.16799703,0.00036382527,0.000021929645,6.6169224e-7,0.0012713553,0.09922326,0.73028994,0.000038414753,0.000026436124,0.00016813705],"about_ca_topic_score_codex":0.00021330806,"about_ca_topic_score_gemma":0.0031894878,"teacher_disagreement_score":0.26077327,"about_ca_system_score_codex":0.000027864879,"about_ca_system_score_gemma":0.00002917571,"threshold_uncertainty_score":0.47104317},"labels":[],"label_agreement":null},{"id":"W1678024671","doi":"10.1007/s10853-015-9387-0","title":"The performance of austenitic and duplex stainless steels in cracked concrete exposed to concentrated chloride brine","year":2015,"lang":"en","type":"article","venue":"Journal of Materials Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Ministère des Transports","keywords":"Materials science; Brine; Corrosion; Metallurgy; Austenite; Chloride; Solid mechanics; Service life; Austenitic stainless steel; Composite material; Microstructure","score_opus":0.02256350728864708,"score_gpt":0.24023261947908972,"score_spread":0.21766911219044263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1678024671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989264,0.00008201091,0.00002638284,0.00009917596,0.0006795907,0.0001291248,0.0000046661835,0.000009365063,0.000043290285],"genre_scores_gemma":[0.999733,0.00007202529,0.00011442818,0.000025301202,0.000035600846,0.0000016206627,1.365634e-7,0.0000053371255,0.000012572695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987587,0.000046010304,0.00054019154,0.000088060035,0.00034064683,0.00022641874],"domain_scores_gemma":[0.99906826,0.000099538265,0.00013441138,0.00014074934,0.0003653811,0.0001916729],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002358351,0.00008518376,0.000243912,0.00008568315,0.000049011283,0.00010305938,0.00029140466,0.000022647018,0.00001538584],"category_scores_gemma":[0.00044316528,0.00005760002,0.000014551867,0.00030279031,0.000263701,0.00031326583,0.000061816805,0.00007082023,0.0000022034328],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019729012,0.0000014129399,0.00085032574,0.000031351337,0.000001504432,0.000005829625,0.00050679315,0.0015822534,0.9965667,0.000028924918,0.000018748287,0.00020886223],"study_design_scores_gemma":[0.00067250826,0.00019775575,0.012609607,0.00008874719,0.0000041782273,0.000043529442,0.0005230014,0.0035221225,0.98210156,0.0000116832825,0.00014623052,0.00007908276],"about_ca_topic_score_codex":0.0000089765335,"about_ca_topic_score_gemma":0.000004349663,"teacher_disagreement_score":0.01446515,"about_ca_system_score_codex":0.000096764794,"about_ca_system_score_gemma":0.00017316721,"threshold_uncertainty_score":0.23488607},"labels":[],"label_agreement":null},{"id":"W1705870115","doi":"10.1617/s11527-015-0706-3","title":"Modeling of fluid leakage through multi-cracked RC structural elements using a numerical probabilistic cracking approach","year":2015,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Finite element method; Solid mechanics; Cracking; Isotropy; Materials science; Constitutive equation; Structural engineering; Mechanics; Composite material; Engineering; Physics","score_opus":0.0647271917872785,"score_gpt":0.2825854546662825,"score_spread":0.217858262879004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1705870115","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9731455,0.0002222747,0.025710203,0.0000031133252,0.0004510227,0.0002597548,0.00005289032,0.00009795742,0.000057294994],"genre_scores_gemma":[0.9716087,0.000006141745,0.028233804,0.000013682727,0.000078109755,0.0000063272287,0.000023388797,0.00002785772,0.0000020006362],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875647,0.000066630026,0.00048401527,0.00025159097,0.00019018521,0.00025108323],"domain_scores_gemma":[0.99954015,0.000015647985,0.00005699692,0.00021776906,0.00007624697,0.0000931844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001786476,0.00022341139,0.0004053121,0.00003484322,0.00007019856,0.0000871261,0.00011745873,0.000096629774,0.000058725436],"category_scores_gemma":[0.00010308599,0.0001809983,0.000039604107,0.00007485521,0.000060881175,0.00015742527,0.00008804296,0.000079110796,4.9439285e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001237319,0.000011701349,0.0007232885,0.0006443713,0.0000366306,0.0000031885081,0.0025534455,0.28696752,0.7074821,0.0007706126,0.000016619071,0.00066682807],"study_design_scores_gemma":[0.00071366667,0.000027366998,0.00082322,0.000024338497,0.000030622294,0.000020337777,0.0003380044,0.9703019,0.024769513,0.0026893031,0.000012482464,0.0002492284],"about_ca_topic_score_codex":0.0001740903,"about_ca_topic_score_gemma":0.000003910617,"teacher_disagreement_score":0.6833344,"about_ca_system_score_codex":0.000048640464,"about_ca_system_score_gemma":0.000021905349,"threshold_uncertainty_score":0.7380896},"labels":[],"label_agreement":null},{"id":"W1763910983","doi":"10.1016/j.ndteint.2015.08.005","title":"Estimating the self-healing capability of cementitious composites through non-destructive electrical-based monitoring","year":2015,"lang":"en","type":"article","venue":"NDT & E International","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Nondestructive testing; Materials science; Cementitious; Self-healing; Composite material; Cement; Physics","score_opus":0.021643269897849673,"score_gpt":0.2743458016434923,"score_spread":0.25270253174564267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1763910983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95618075,0.00005204931,0.03959808,0.00014257933,0.0012470835,0.00015045668,0.000015277694,0.00013481607,0.002478886],"genre_scores_gemma":[0.9768102,0.0000016072341,0.02291818,0.000025149391,0.00019677174,0.0000197393,0.000011654351,0.000011994223,0.0000047061403],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999046,0.00003245607,0.00029481124,0.00014836776,0.00033640923,0.00014195261],"domain_scores_gemma":[0.9992192,0.00021583862,0.00006426226,0.00018468451,0.00026642703,0.00004958243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025042027,0.00010927258,0.00013133764,0.000036891022,0.00005364274,0.00003721038,0.00023313343,0.000043931235,0.000036267396],"category_scores_gemma":[0.00016827928,0.00009242979,0.000065110435,0.00013054535,0.000045396162,0.00013524393,0.000037308724,0.00017269612,0.000007568807],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012405495,0.00020527087,0.2966343,0.0001731551,0.00020692142,0.000006368284,0.0046862136,0.59440804,0.09575067,0.001396424,0.0006678758,0.0057407473],"study_design_scores_gemma":[0.0005339049,0.000042954027,0.011851884,0.00004556076,0.000018557364,0.0000042333763,0.000093070375,0.93442345,0.051077615,0.0015350285,0.00024297072,0.00013078807],"about_ca_topic_score_codex":0.00012840264,"about_ca_topic_score_gemma":0.0000056247027,"teacher_disagreement_score":0.3400154,"about_ca_system_score_codex":0.00028472423,"about_ca_system_score_gemma":0.000060426657,"threshold_uncertainty_score":0.37691775},"labels":[],"label_agreement":null},{"id":"W1775766735","doi":"10.14359/14504","title":"Use of High-Strength/High-Performance Concrete (HSHPC) in NYSDOT Bridges","year":2005,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Environmental protection; Ancient history; History","score_opus":0.01674156189554281,"score_gpt":0.20490231890163235,"score_spread":0.18816075700608953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1775766735","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979576,0.000076145305,0.00026012622,0.000117200936,0.0001789065,0.00011106477,0.000017644881,0.0002126748,0.0010686311],"genre_scores_gemma":[0.997321,0.00017904307,0.0019610447,0.00007932108,0.000048897426,0.000007933548,0.000009240133,0.000018014214,0.0003755164],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990987,0.000018893272,0.00035756011,0.00016451252,0.00013404406,0.00022628388],"domain_scores_gemma":[0.99941856,0.00012515968,0.00002575368,0.00032322312,0.00003699549,0.000070339556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011269828,0.00014415711,0.00024602222,0.00008732606,0.000015889387,0.000017771326,0.00011930783,0.00007821679,0.00062435603],"category_scores_gemma":[0.000051956333,0.00013455156,0.000038944792,0.0001733626,0.000047003956,0.000301153,0.000038115253,0.00014378529,0.000072452065],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003194723,0.000067075016,0.19199726,0.00082825014,0.00006989757,0.000017910448,0.0013375615,0.20445994,0.29998317,0.009718577,0.013903673,0.27729723],"study_design_scores_gemma":[0.0010155304,0.00007245074,0.21182877,0.00007377412,0.000010723831,0.0000043781633,0.000043046242,0.28975007,0.48471856,0.000012036435,0.012048837,0.00042184797],"about_ca_topic_score_codex":0.00037264288,"about_ca_topic_score_gemma":0.00024993156,"teacher_disagreement_score":0.27687538,"about_ca_system_score_codex":0.00006463816,"about_ca_system_score_gemma":0.000013720689,"threshold_uncertainty_score":0.68362606},"labels":[],"label_agreement":null},{"id":"W17816685","doi":"10.1126/science.266.5184.416","title":"Integrated Life-Cycle Framework for Optimal Inspection, Monitoring and Maintenance under Uncertainty: Applications to Highway Bridges and Naval Ship Structures","year":2011,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Highway maintenance; Engineering; Construction engineering; Systems engineering; Environmental science; Computer science; Forensic engineering; Transport engineering","score_opus":0.030914957109805664,"score_gpt":0.26022538278906254,"score_spread":0.22931042567925689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W17816685","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5829727,0.00011652112,0.41581598,0.00009935748,0.00016430582,0.00029933726,0.0000146423845,0.00036475103,0.00015238408],"genre_scores_gemma":[0.9564726,0.00003693342,0.0431332,0.00006259557,0.00010156569,0.00013340385,0.0000031753448,0.000020762496,0.00003577229],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9993314,0.00000977045,0.00016307489,0.00024556508,0.000059476897,0.00019072663],"domain_scores_gemma":[0.9994179,0.00011947957,0.000016046799,0.00018388445,0.00008032306,0.00018238435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007826561,0.00014167036,0.00014290836,0.00005165126,0.000116868905,0.000052737,0.000077852106,0.00009186761,0.000036792866],"category_scores_gemma":[0.00010035254,0.00012172339,0.000025468977,0.00013170158,0.00005682307,0.00007657783,0.000036703983,0.00013853474,0.000002660289],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011538255,0.00012841332,0.121422544,0.00092131016,0.00031204568,0.0000038856547,0.012383163,0.0868759,0.03756867,0.60134625,0.004636871,0.13324714],"study_design_scores_gemma":[0.0018156276,0.00038947084,0.67813426,0.0002356228,0.000110416804,0.000033130207,0.014190573,0.17582302,0.037559465,0.08064359,0.009247421,0.0018173909],"about_ca_topic_score_codex":0.00012242289,"about_ca_topic_score_gemma":0.000045236957,"teacher_disagreement_score":0.55671173,"about_ca_system_score_codex":0.000052755797,"about_ca_system_score_gemma":0.000014753832,"threshold_uncertainty_score":0.4963736},"labels":[],"label_agreement":null},{"id":"W1827672843","doi":"10.1139/cjce-2011-0263","title":"A methodology for evaluating the effects of spalling on the structural capacity of reinforced concrete bridge girders","year":2014,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Ministère des Transports","keywords":"Spall; Structural engineering; Bridge (graph theory); Girder; Beam bridge; Engineering; Prioritization; Corrosion; Computer science; Materials science; Composite material","score_opus":0.05007891753402422,"score_gpt":0.2614080140483134,"score_spread":0.21132909651428916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1827672843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9370856,0.00021839168,0.061377805,0.00009853348,0.0008670631,0.0002260305,0.0000071350023,0.000012041615,0.00010737474],"genre_scores_gemma":[0.9985574,0.0000050383496,0.0012613025,0.0000493599,0.00009476467,0.000005241357,5.355403e-7,0.000022315846,0.0000040330347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989492,0.00011264132,0.00045664332,0.00007329351,0.00014923722,0.00025897386],"domain_scores_gemma":[0.99570996,0.0035562487,0.00016685817,0.00022705444,0.00017381532,0.0001660524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001716072,0.00014241261,0.00034548333,0.00012960879,0.0000649437,0.000015115584,0.00027834732,0.00006840579,0.00002645273],"category_scores_gemma":[0.005531901,0.000095948686,0.00018260266,0.00013005831,0.00007407175,0.000051508363,0.000007656912,0.00030511981,2.1280405e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041468757,1.9188573e-7,0.00025068142,0.00079842657,0.00011909097,0.0000019704971,0.0023973503,0.6736475,0.31468233,0.006322067,0.00021175433,0.0015271747],"study_design_scores_gemma":[0.00078278006,0.0005048998,0.0037193743,0.00047183852,0.00009116408,0.000034293833,0.00009825044,0.9315383,0.061872322,0.0002858781,0.00039715332,0.00020373853],"about_ca_topic_score_codex":0.000275628,"about_ca_topic_score_gemma":0.0020937202,"teacher_disagreement_score":0.25789082,"about_ca_system_score_codex":0.00007965388,"about_ca_system_score_gemma":0.00011407903,"threshold_uncertainty_score":0.6622602},"labels":[],"label_agreement":null},{"id":"W184223921","doi":"10.5006/c2004-04340","title":"Evaluation of New Sacrificial Anode Cathodic Protection Systems For Highway Bridge Decks","year":2004,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Cathodic protection; Galvanic anode; Bridge (graph theory); Anode; Materials science; Forensic engineering; Corrosion; Engineering; Metallurgy; Chemistry; Electrode","score_opus":0.08807919141387702,"score_gpt":0.2915170302718976,"score_spread":0.2034378388580206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W184223921","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4850906,0.0002942676,0.51143736,0.00003357819,0.00081534055,0.0011036764,0.000007976979,0.00021318647,0.0010040222],"genre_scores_gemma":[0.9992009,0.000005348019,0.00049667264,0.0000050264407,0.00011551279,0.00009632235,0.000006323851,0.000012546646,0.000061391176],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99925774,0.000029718223,0.00022275397,0.000118031916,0.0002643947,0.00010737241],"domain_scores_gemma":[0.99953914,0.000015236927,0.000028048678,0.00015826047,0.00020833807,0.000050977837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007466551,0.000078169396,0.00012192769,0.000047205856,0.000029565083,0.000016092272,0.000047341422,0.000069318456,0.000038147755],"category_scores_gemma":[0.00015093535,0.000073630516,0.000052101408,0.00010033479,0.000008995834,0.00006688328,0.0000052060195,0.00004578672,0.000012002925],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096149175,0.000049846567,0.00015320526,0.00055804406,0.000026388869,2.8580064e-7,0.0013201939,0.4099054,0.4540359,0.003116309,0.0039194115,0.12681885],"study_design_scores_gemma":[0.003067922,0.0001386173,0.004881059,0.00009011975,0.00015485707,0.000008055905,0.00014233704,0.79392624,0.19125575,0.0020813625,0.0039258935,0.0003278215],"about_ca_topic_score_codex":0.0009942532,"about_ca_topic_score_gemma":0.00022841066,"teacher_disagreement_score":0.51411027,"about_ca_system_score_codex":0.00021883246,"about_ca_system_score_gemma":0.00013683611,"threshold_uncertainty_score":0.30025652},"labels":[],"label_agreement":null},{"id":"W1862946544","doi":"10.1002/maco.201206898","title":"Present and future durability challenges for reinforced concrete structures","year":2012,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; IMPCO Technologies (Canada); University of Toronto","funders":"","keywords":"Durability; Field (mathematics); Construction engineering; Computer science; Engineering; Forensic engineering; Architectural engineering; Mathematics","score_opus":0.016996402212967925,"score_gpt":0.22536402218112603,"score_spread":0.2083676199681581,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1862946544","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933826,0.0041218135,0.00014982658,0.00028423732,0.001327076,0.00039736027,0.00006028913,0.00013591249,0.0001409073],"genre_scores_gemma":[0.9972905,0.0016191445,0.00019665158,0.000034657394,0.00074837735,0.00004771285,0.000019003659,0.000017823366,0.000026126347],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992828,0.000032388092,0.00020502931,0.00016462451,0.00007676313,0.00023843918],"domain_scores_gemma":[0.9995564,0.00006416772,0.000030053321,0.00018642268,0.000029024057,0.0001339366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025294602,0.00016086809,0.00022943398,0.000020658079,0.00009022919,0.00005382861,0.000046802383,0.00011863699,0.00013069506],"category_scores_gemma":[0.000018302153,0.00012653487,0.000027110042,0.000019414269,0.000044794,0.00014736797,0.00005448861,0.00004407355,0.0000016656174],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015212485,0.0000010247473,0.00024233354,0.00065489055,0.0000030874787,1.8706493e-7,0.0008141036,0.000006127436,0.9826678,0.0029207675,0.00042665176,0.012110888],"study_design_scores_gemma":[0.0016867492,0.00023112564,0.051547714,0.00006087976,0.0000608079,0.000026026457,0.0010074821,0.0028720351,0.82342976,0.00076070975,0.11755294,0.00076376664],"about_ca_topic_score_codex":0.0000061684923,"about_ca_topic_score_gemma":0.0000010177381,"teacher_disagreement_score":0.15923806,"about_ca_system_score_codex":0.000014403615,"about_ca_system_score_gemma":0.0000034146178,"threshold_uncertainty_score":0.5159942},"labels":[],"label_agreement":null},{"id":"W1866600415","doi":"10.1061/(asce)cc.1943-5614.0000641","title":"Innovative Repair of Severely Corroded T-Beams Using Fabric-Reinforced Cementitious Matrix","year":2015,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"United Arab Emirates University","keywords":"Materials science; Corrosion; Beam (structure); Flexural strength; Composite material; Ductility (Earth science); Ultimate tensile strength; Cementitious; Bending; Structural engineering; Cement; Creep","score_opus":0.025102706953988387,"score_gpt":0.2651625186667811,"score_spread":0.2400598117127927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1866600415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80194885,0.00011299729,0.19622445,0.000009362614,0.0011097392,0.00016467442,0.0000141144,0.000055448047,0.000360382],"genre_scores_gemma":[0.95409316,0.0000063582916,0.045747016,0.000010990426,0.000092675866,0.0000013642925,0.000006315834,0.000013770075,0.0000283488],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998861,0.00002476638,0.0006986542,0.000072435476,0.00021825438,0.00012488065],"domain_scores_gemma":[0.998171,0.000070507725,0.00038258272,0.000118202195,0.0011729365,0.00008482637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030189985,0.00011699911,0.00030433873,0.00020421056,0.000039637413,0.000021126432,0.000087452834,0.00006611094,0.000015611593],"category_scores_gemma":[0.00010048131,0.00011289386,0.00013681747,0.00032160227,0.00007077448,0.00028856148,0.000019297502,0.00012783024,0.0000010198424],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088601874,0.000023550321,0.004754311,0.00027524395,0.00019211508,0.0000053545564,0.00073052745,0.11646621,0.8697888,0.0024507004,0.001483338,0.0029438362],"study_design_scores_gemma":[0.005155005,0.001144092,0.00095467997,0.00028528893,0.0002483115,0.0012834532,0.0013181235,0.5536401,0.43109134,0.0016024266,0.002805398,0.0004717718],"about_ca_topic_score_codex":0.000006795529,"about_ca_topic_score_gemma":6.279275e-7,"teacher_disagreement_score":0.43869746,"about_ca_system_score_codex":0.00016956878,"about_ca_system_score_gemma":0.00009776095,"threshold_uncertainty_score":0.4603678},"labels":[],"label_agreement":null},{"id":"W1948408894","doi":"10.1520/stp48447s","title":"Corrosion Tests and Service Performance","year":2009,"lang":"en","type":"book-chapter","venue":"ASTM International eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nickel Institute","funders":"","keywords":"Corrosion; Service (business); Reliability engineering; Computer science; Materials science; Business; Engineering; Metallurgy","score_opus":0.01269795643087637,"score_gpt":0.20524646283199344,"score_spread":0.19254850640111706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1948408894","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006820945,0.00013358219,0.00008183921,0.00012909806,0.0007737801,0.00014013586,0.000033614044,0.0002361056,0.9916509],"genre_scores_gemma":[0.4881773,0.00019290965,0.00029097268,0.0011193876,0.0003383893,0.000009980265,0.00008440971,0.00007249045,0.5097142],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991791,0.0000028223385,0.00023580926,0.00022456476,0.00023943464,0.00011824101],"domain_scores_gemma":[0.9995021,0.000042720967,0.00004847851,0.00019691254,0.00012747924,0.000082283936],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006119506,0.0002390183,0.00017835278,0.00009439308,0.00003799647,0.000043165935,0.00018671082,0.00017724665,0.00035354675],"category_scores_gemma":[0.00000871964,0.00024582745,0.00005249727,0.0000065436025,0.000030065099,0.000055565062,0.000073886964,0.0002954742,0.0001531127],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000095750125,0.000009413644,0.00023069371,0.00029812614,0.00005866204,0.000028099474,0.00042210068,0.00032067843,0.008449991,0.044376023,0.005307314,0.94040316],"study_design_scores_gemma":[0.00058283727,0.00009172631,0.0028441357,0.00068949163,0.000040934177,0.00009078103,0.0000072069074,0.030383088,0.001161639,0.0057249856,0.9575878,0.00079540256],"about_ca_topic_score_codex":0.0000032751225,"about_ca_topic_score_gemma":0.000026309019,"teacher_disagreement_score":0.95228046,"about_ca_system_score_codex":0.00008125228,"about_ca_system_score_gemma":0.000019930578,"threshold_uncertainty_score":0.9999994},"labels":[],"label_agreement":null},{"id":"W1964053232","doi":"10.1061/(asce)0899-1561(2003)15:1(41)","title":"Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":631,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Durability; Reinforcement; Composite material; Cathodic protection; Steel bar; Current (fluid); Cement; Metallurgy; Expansive; Concrete cover; Compressive strength; Electrochemistry; Engineering; Electrode","score_opus":0.00900691606417566,"score_gpt":0.2388202604013159,"score_spread":0.22981334433714024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964053232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9612067,0.00032563298,0.037015796,0.0000012350006,0.0009855357,0.00039294348,0.000007802649,0.000018236275,0.00004614578],"genre_scores_gemma":[0.9992245,0.00011617563,0.00060071814,0.000001152257,0.000014882664,0.000017614077,8.235017e-7,0.00002346767,6.739372e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99834025,0.00010860868,0.0010477913,0.000097886,0.00020920856,0.00019627293],"domain_scores_gemma":[0.9992233,0.00025536117,0.0001642011,0.0001830403,0.00010170158,0.00007238829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019674746,0.00016919452,0.00061606884,0.00038116233,0.0000050614185,0.000009681426,0.0001493277,0.00008324863,0.000050745635],"category_scores_gemma":[0.0004038453,0.00016255061,0.00007102177,0.0002586552,0.000011715625,0.00013421885,0.000036472415,0.00017201899,5.505406e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008420865,0.000004794787,0.00015975966,0.00096842076,0.0000028285517,0.0000033252102,0.000065027896,0.3928342,0.6057819,0.000051713178,0.0000023237167,0.000041509335],"study_design_scores_gemma":[0.0009382418,0.00013592688,0.0028040928,0.0024311156,0.000008077926,0.0000081680255,0.0000113526,0.005577396,0.98778176,0.000026649972,0.00013200736,0.00014519754],"about_ca_topic_score_codex":0.0000070543724,"about_ca_topic_score_gemma":0.0000026659538,"teacher_disagreement_score":0.3872568,"about_ca_system_score_codex":0.00016610789,"about_ca_system_score_gemma":0.00003238734,"threshold_uncertainty_score":0.6628622},"labels":[],"label_agreement":null},{"id":"W1964615048","doi":"10.1139/l06-007","title":"Advanced modelling of concrete deterioration due to reinforcement corrosion","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Durability; Materials science; Chloride; Nonlinear system; Finite element method; Reinforcement; Moisture; Metallurgy; Structural engineering; Composite material; Engineering","score_opus":0.009294739364541341,"score_gpt":0.17770968203354595,"score_spread":0.1684149426690046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964615048","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44183782,0.00039051299,0.55640817,0.000022627175,0.0005891446,0.000097368684,0.000006307218,0.000025755218,0.00062232174],"genre_scores_gemma":[0.99788654,0.000009029399,0.0019560137,0.000015150213,0.00008443571,0.000002481235,0.0000030710364,0.000024918523,0.000018381219],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990076,0.00000681715,0.0005254137,0.000075392745,0.00014419116,0.00024061943],"domain_scores_gemma":[0.9992542,0.000032101736,0.000074092524,0.00014210906,0.00015720619,0.000340257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018430376,0.00013327923,0.0002542723,0.00029651835,0.000029932538,0.000025714542,0.00012543138,0.00005644272,0.00008265337],"category_scores_gemma":[0.000044725915,0.00014486992,0.000082965686,0.00020166943,0.0000114667455,0.0001732222,0.0000065482714,0.00014147346,0.000002854761],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006374247,2.7137423e-7,0.00005997214,0.000043173543,0.0000025809386,0.000015664353,0.00010570807,0.9073893,0.09178829,0.00009313725,0.0002116591,0.00028391345],"study_design_scores_gemma":[0.0004451305,0.00012978319,0.00049431156,0.00033846716,0.000018332952,0.00005882743,0.000046139634,0.96117705,0.031487066,0.000049419457,0.0054868422,0.0002686361],"about_ca_topic_score_codex":0.0003536214,"about_ca_topic_score_gemma":0.008901754,"teacher_disagreement_score":0.5560487,"about_ca_system_score_codex":0.00021700354,"about_ca_system_score_gemma":0.00012204079,"threshold_uncertainty_score":0.5907624},"labels":[],"label_agreement":null},{"id":"W1964750532","doi":"10.1061/(asce)0899-1561(2008)20:10(678)","title":"Framework for Durability-Based Design for Concrete-Steel Bond against Corrosion","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; McGill University","funders":"Natural Resources Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Durability; Rebar; Corrosion; Concrete cover; Materials science; Steel bar; Structural engineering; Bond strength; Bond; Reinforced concrete; Composite material; Engineering; Adhesive; Layer (electronics)","score_opus":0.03319237439132909,"score_gpt":0.24707637753751702,"score_spread":0.21388400314618794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964750532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49983943,0.00017517601,0.4977154,0.000039685598,0.0016836611,0.00042725203,0.000037717917,0.00007318485,0.00000849661],"genre_scores_gemma":[0.90127677,0.00008401117,0.09814563,0.000052719406,0.00029225938,0.00007166421,0.0000064080873,0.00006739676,0.000003167206],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99820656,0.000038227092,0.00099797,0.00017555284,0.00020498487,0.00037671122],"domain_scores_gemma":[0.99785966,0.0014122406,0.00017117418,0.00024719135,0.00017358048,0.00013618513],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0013210863,0.0002664974,0.00063992233,0.0002163123,0.000058140675,0.000041755244,0.00023404509,0.0002212939,0.00003712032],"category_scores_gemma":[0.0014575317,0.00025780458,0.00019584449,0.00015149672,0.000032514818,0.00017547091,0.000018498517,0.00022107124,0.0000016208543],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003192112,0.000010076718,0.000091192116,0.000561397,0.000008651065,0.000012361123,0.00014245788,0.33556423,0.6624049,0.00011105902,0.0006808529,0.00009362728],"study_design_scores_gemma":[0.0028483947,0.0003694581,0.00067812676,0.0008190057,0.000032930835,0.000050913528,0.0000398987,0.16876319,0.82235646,0.0005259079,0.0029764073,0.0005393196],"about_ca_topic_score_codex":7.346428e-7,"about_ca_topic_score_gemma":0.0000016378133,"teacher_disagreement_score":0.4014373,"about_ca_system_score_codex":0.00021322766,"about_ca_system_score_gemma":0.000080554695,"threshold_uncertainty_score":0.9999874},"labels":[],"label_agreement":null},{"id":"W1965495367","doi":"10.1193/1.4000089","title":"Seismic Vulnerability Assessment of a Multi‐Span Continuous Highway Bridge Fitted with Shape Memory Alloy Bars and Laminated Rubber Bearings","year":2012,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Pier; Structural engineering; Bridge (graph theory); SMA*; Engineering; Span (engineering); Bearing (navigation); Fragility; Vulnerability assessment; Displacement (psychology); Shape-memory alloy; Vulnerability (computing); Geotechnical engineering; Computer science","score_opus":0.013646353224324937,"score_gpt":0.23877133110892118,"score_spread":0.22512497788459623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965495367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99604106,0.00020209521,0.0015194556,0.000107081294,0.00018518568,0.00045127035,0.000034081066,0.00037561692,0.001084159],"genre_scores_gemma":[0.99786115,0.000021112439,0.0017230941,0.00005778034,0.000053440108,0.000021579002,0.000018617313,0.000045871144,0.0001973492],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9984474,0.000094812334,0.00037964433,0.00032849485,0.00026040582,0.0004891976],"domain_scores_gemma":[0.9990126,0.0001320183,0.000071509465,0.00045290135,0.00008100085,0.00024996835],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005207523,0.00029152748,0.00045350962,0.0000835405,0.00007080374,0.00003648088,0.0001245814,0.000119344986,0.0005133942],"category_scores_gemma":[0.000050276223,0.00026097186,0.00008063646,0.00021509964,0.00016519721,0.00021847353,0.000054228298,0.00038487324,0.000014486678],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018297532,0.000543144,0.83164924,0.00074956694,0.00024124244,0.00003132311,0.004611519,0.007511383,0.111707725,0.00031793967,0.0008473787,0.04160655],"study_design_scores_gemma":[0.0010632034,0.000108309556,0.90414083,0.000037807073,0.000034863402,0.000022449178,0.000094067356,0.08591214,0.007465508,0.0000038246008,0.00081312505,0.00030386497],"about_ca_topic_score_codex":0.00015933921,"about_ca_topic_score_gemma":0.00009176613,"teacher_disagreement_score":0.10424221,"about_ca_system_score_codex":0.00007246534,"about_ca_system_score_gemma":0.00003606825,"threshold_uncertainty_score":0.99998426},"labels":[],"label_agreement":null},{"id":"W1966105912","doi":"10.1061/(asce)1076-0342(2010)16:1(73)","title":"Probability of Failure Analysis due to Internal Corrosion in Cast-Iron Pipes","year":2010,"lang":"en","type":"article","venue":"Journal of Infrastructure Systems","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Corrosion; Monte Carlo method; Cast iron; Materials science; Chlorine; Reliability (semiconductor); Metallurgy; Mathematics; Physics; Thermodynamics","score_opus":0.0051956835770606115,"score_gpt":0.20915859295311934,"score_spread":0.20396290937605874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966105912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98632693,0.00006897758,0.011382027,0.000048793994,0.001767852,0.00020678285,0.00001969093,0.000019908555,0.0001590312],"genre_scores_gemma":[0.9981431,0.0000024895962,0.001641768,0.000009238068,0.00017510816,0.0000028838342,0.0000015044419,0.000013475033,0.0000104429655],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99812376,0.00008290633,0.0010872135,0.00014935793,0.00036340533,0.00019337508],"domain_scores_gemma":[0.998769,0.000089057474,0.00030717612,0.00033588734,0.00030635975,0.00019252505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072169554,0.00018692637,0.00071480876,0.00051311805,0.000019407702,0.000042507927,0.00031434125,0.00018020283,0.00015728443],"category_scores_gemma":[0.0002903493,0.00014237192,0.00024138957,0.00070381287,0.000041159776,0.00015839207,0.000046101377,0.00070199836,0.000002211588],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001395011,0.000024745383,0.28506935,0.00041763135,0.00006723207,0.000038284263,0.0015671568,0.18199041,0.52693933,0.000087381486,0.0011596769,0.002499279],"study_design_scores_gemma":[0.0017780329,0.00048131464,0.9088282,0.0005858584,0.00035682824,0.0010977086,0.0017137792,0.050032124,0.029904611,0.00048217247,0.004029922,0.0007094242],"about_ca_topic_score_codex":0.00008893548,"about_ca_topic_score_gemma":0.00097002997,"teacher_disagreement_score":0.6237589,"about_ca_system_score_codex":0.00013041109,"about_ca_system_score_gemma":0.000052207826,"threshold_uncertainty_score":0.5805759},"labels":[],"label_agreement":null},{"id":"W1966198258","doi":"10.2749/222137807796120355","title":"Structural steel maintenance and rehabilitation methods of current Canadian infrastructure","year":2007,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Preventive maintenance; Scope (computer science); Bridge (graph theory); Engineering; Rehabilitation; Planned maintenance; Public infrastructure; Proactive maintenance; Maintenance engineering; Bridge maintenance; Transport engineering; Business; Forensic engineering; Computer science; Operations management; Reliability engineering; Political science","score_opus":0.012123403156728116,"score_gpt":0.30469696494476545,"score_spread":0.29257356178803734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966198258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990253,0.00027784923,0.0067995805,0.000028894825,0.00056771294,0.00011890717,0.0000061038804,0.00004392524,0.001904053],"genre_scores_gemma":[0.9865782,0.000008052491,0.013347336,0.000006625001,0.000023048644,0.0000015066998,0.000005314041,0.000007356271,0.000022549371],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9993376,0.000016568529,0.0002939119,0.00012109892,0.0000798365,0.00015095227],"domain_scores_gemma":[0.9994388,0.00010199505,0.00004372411,0.00019962358,0.000079738915,0.00013612492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058713724,0.00007553461,0.00012656862,0.00007262142,0.00002287346,0.000005955907,0.000036324265,0.00004792504,0.000039978782],"category_scores_gemma":[0.00040940024,0.00006776178,0.000032796463,0.000106208834,0.000051148047,0.000049709583,0.000011135912,0.00010649377,3.329696e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020208168,0.0000025526947,0.37797728,0.00045189346,0.000015300677,0.000057504032,0.0016871549,0.0008165224,0.028949067,0.0018242436,0.0021388761,0.5860594],"study_design_scores_gemma":[0.00010302136,0.000016604967,0.9685972,0.000026465843,0.0000067641686,0.00013355378,0.00015190804,0.0032335995,0.0014985186,0.0009164478,0.025203947,0.0001120179],"about_ca_topic_score_codex":0.0011666805,"about_ca_topic_score_gemma":0.0063273706,"teacher_disagreement_score":0.59061986,"about_ca_system_score_codex":0.00011024769,"about_ca_system_score_gemma":0.00005655021,"threshold_uncertainty_score":0.35308215},"labels":[],"label_agreement":null},{"id":"W1966236790","doi":"10.1016/j.cemconcomp.2008.10.003","title":"The effect of concrete pore solution composition on the quality of passive oxide films on black steel reinforcement","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":292,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Materials science; Oxide; Dielectric spectroscopy; Polarization (electrochemistry); Portland cement; Hydroxide; Composite material; Chemical engineering; Sulfate; Calcium hydroxide; Electrochemistry; Inorganic chemistry; Cement; Metallurgy; Electrode; Chemistry","score_opus":0.018673159505761112,"score_gpt":0.2363703919053457,"score_spread":0.21769723239958458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966236790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957967,0.00023738027,0.00033700833,0.00023257358,0.00013335102,0.0007244773,0.000028578519,0.000060351173,0.002449578],"genre_scores_gemma":[0.9993802,0.0002936497,0.000033351196,0.000101980404,0.00001901148,0.000040983843,0.000059021215,0.000014273402,0.000057530317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983423,0.00025903745,0.0005742946,0.00020341412,0.00038828704,0.0002326996],"domain_scores_gemma":[0.99752885,0.0016604259,0.00020668248,0.00043951636,0.00009332271,0.000071219554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005386501,0.00024913042,0.0003778131,0.000042571228,0.00030242823,0.000023068587,0.00019580727,0.00007282361,0.00006127131],"category_scores_gemma":[0.00006347183,0.00014992258,0.00015184438,0.00010919159,0.0004499021,0.000055379944,0.000070678696,0.0001866334,0.000007264946],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011526839,0.0000025725885,0.0028965583,0.00021216884,0.00012744684,0.0000024185283,0.0005555856,0.0025440073,0.9846801,0.005078768,0.0021624195,0.0005852654],"study_design_scores_gemma":[0.0017995008,0.0017424218,0.009014886,0.00019526982,0.00006695761,0.0000036155627,0.00021026788,0.06641114,0.91948354,0.000022022079,0.0007497848,0.00030058972],"about_ca_topic_score_codex":0.000027937624,"about_ca_topic_score_gemma":0.0000013430966,"teacher_disagreement_score":0.06519655,"about_ca_system_score_codex":0.000054045926,"about_ca_system_score_gemma":0.00001225407,"threshold_uncertainty_score":0.6113665},"labels":[],"label_agreement":null},{"id":"W1967948556","doi":"10.1115/ipc2010-31167","title":"Guidance for Selecting SCC Direct Assessment Locations and Estimation of Re-Inspection Intervals","year":2010,"lang":"en","type":"article","venue":"2010 8th International Pipeline Conference, Volume 1","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada)","funders":"","keywords":"Stress corrosion cracking; Computer science; Pipeline transport; Field (mathematics); Forensic engineering; Data mining; Engineering; Data science; Corrosion; Mechanical engineering; Mathematics","score_opus":0.018950774680088454,"score_gpt":0.29265706369028943,"score_spread":0.273706289010201,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967948556","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34018454,0.00003998796,0.6428307,0.00086059765,0.0032644267,0.00043444565,0.00012433276,0.00033562677,0.01192532],"genre_scores_gemma":[0.979488,0.000019699684,0.019070778,0.00003089879,0.00017427912,0.00007184906,0.000089736626,0.000017822724,0.0010368971],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989771,0.000018496785,0.0004590507,0.00022917599,0.00018155016,0.0001346093],"domain_scores_gemma":[0.99887836,0.00013597052,0.00012576356,0.00019676454,0.0005977392,0.000065419095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042914142,0.00013964516,0.000187179,0.00013855186,0.000077538694,0.000071336435,0.000171248,0.000089382775,0.0003539688],"category_scores_gemma":[0.000526489,0.00014668479,0.000060261234,0.00010386801,0.00006976265,0.00023158577,0.000041037856,0.0002268231,0.0000089709565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018420946,0.00033383985,0.09937195,0.0008405786,0.00022752823,0.0000013141081,0.0016100545,0.025066629,0.4971602,0.029987087,0.06538249,0.27983415],"study_design_scores_gemma":[0.0003522624,0.000034186734,0.023637274,0.00005829835,0.000016391585,0.000003141322,0.000057548008,0.96129465,0.006899518,0.0006347191,0.006864763,0.00014727162],"about_ca_topic_score_codex":0.00007969992,"about_ca_topic_score_gemma":0.0003398703,"teacher_disagreement_score":0.936228,"about_ca_system_score_codex":0.00005743687,"about_ca_system_score_gemma":0.00006584755,"threshold_uncertainty_score":0.59816325},"labels":[],"label_agreement":null},{"id":"W1969313083","doi":"10.1115/ipc2002-27100","title":"Field Assessment of FBE-Coated Pipelines and the Implications for Stress Corrosion Cracking","year":2002,"lang":"en","type":"article","venue":"4th International Pipeline Conference, Parts A and B","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada); Nova Chemicals (Canada)","funders":"","keywords":"Coating; Materials science; Pipeline transport; Cathodic protection; Epoxy; Corrosion; Composite material; Polyethylene; Layer (electronics); Stress corrosion cracking; Forensic engineering; Electrochemistry; Environmental science; Electrode","score_opus":0.037598323012971196,"score_gpt":0.2935987389121226,"score_spread":0.25600041589915146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969313083","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5584256,0.0013336408,0.39575613,0.01916733,0.0015621863,0.0013364205,0.000547753,0.00023302795,0.021637896],"genre_scores_gemma":[0.9983299,0.00061725226,0.00031515662,0.00015946562,0.000083278974,0.000054169577,0.00003628663,0.000007025301,0.00039749572],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935913,0.000017228038,0.00029230863,0.00014480868,0.00009068979,0.000095851894],"domain_scores_gemma":[0.9991602,0.0003527272,0.00006179125,0.00013022844,0.00025087455,0.00004421485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014361062,0.000101882586,0.00015809135,0.000046544417,0.00007129094,0.000059040387,0.00011438128,0.000045186185,0.00019741485],"category_scores_gemma":[0.0001385159,0.0000719099,0.00004236491,0.000051852694,0.00008058415,0.000072442104,0.000045456447,0.000082490165,7.6884106e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005007215,0.00035806192,0.2387243,0.00069881097,0.00014213534,0.000002253065,0.0026224996,0.001792027,0.043578885,0.3175208,0.05648019,0.33757928],"study_design_scores_gemma":[0.0014099111,0.00004316166,0.009816685,0.00008011342,0.000028761873,0.0000052119353,0.000102595055,0.97230613,0.001636281,0.0014812839,0.01295217,0.00013772161],"about_ca_topic_score_codex":0.000015956044,"about_ca_topic_score_gemma":0.000046675676,"teacher_disagreement_score":0.97051406,"about_ca_system_score_codex":0.000008946155,"about_ca_system_score_gemma":0.000008929201,"threshold_uncertainty_score":0.29324004},"labels":[],"label_agreement":null},{"id":"W1970974486","doi":"10.1007/s11665-012-0314-0","title":"Corrosion of Carbon Steel and Corrosion-Resistant Rebars in Concrete Structures Under Chloride Ion Attack","year":2012,"lang":"en","type":"article","venue":"Journal of Materials Engineering and Performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan; Western University","funders":"","keywords":"Materials science; Corrosion; Chloride; Carbon steel; Metallurgy; Ion; Carbon fibers; Forensic engineering; Composite material; Composite number; Engineering; Organic chemistry","score_opus":0.013498714887949893,"score_gpt":0.2163484669257375,"score_spread":0.2028497520377876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970974486","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970624,0.0014212702,0.00007869646,0.000009010045,0.0013074203,0.00007058211,0.000008925965,0.000020991558,0.000020693833],"genre_scores_gemma":[0.99845016,0.0011639362,0.00021311367,0.000007029491,0.0001382463,0.0000014727477,0.0000014226514,0.000019102554,0.000005486764],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990329,0.000019565221,0.0005166537,0.00007411581,0.00015019785,0.00020657293],"domain_scores_gemma":[0.99955857,0.00006619426,0.00011987305,0.000105579995,0.000039195118,0.00011058767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005000344,0.00015790183,0.00036525956,0.00013199078,0.000020318217,0.000022256676,0.000065371256,0.000090911,0.000015865402],"category_scores_gemma":[0.000036214915,0.00013202633,0.000026272744,0.00007974958,0.000029637316,0.00020889465,0.000031141455,0.00015068584,2.3121495e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022335838,0.0000021430794,0.0049825,0.0004803525,0.000003422925,0.0000012184514,0.0002832804,0.01062007,0.9832051,0.000025875654,0.00001230296,0.00016040675],"study_design_scores_gemma":[0.0007966713,0.00017747938,0.16634224,0.0004921948,0.000023324073,0.00008597344,0.00008989894,0.013870249,0.8176637,0.000005324837,0.0002296472,0.0002232672],"about_ca_topic_score_codex":0.0000075568378,"about_ca_topic_score_gemma":0.0000011012693,"teacher_disagreement_score":0.16554134,"about_ca_system_score_codex":0.000044205077,"about_ca_system_score_gemma":0.000011142604,"threshold_uncertainty_score":0.5383877},"labels":[],"label_agreement":null},{"id":"W1972574849","doi":"10.1061/(asce)cf.1943-5509.0000699","title":"Reliability-Based Condition Assessment of an Externally Restrained Bridge Deck System Considering Uncertainties in Key Design Parameters","year":2014,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge deck; Structural engineering; Bridge (graph theory); Deck; Engineering; Reliability (semiconductor); Deflection (physics); Structural system; Reliability engineering; Finite element method; Structural load","score_opus":0.018094891102036315,"score_gpt":0.24061214835682015,"score_spread":0.22251725725478383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972574849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97971994,0.000038131948,0.019488974,0.000008896719,0.0003153787,0.00018129063,0.000041683714,0.000045785324,0.0001599435],"genre_scores_gemma":[0.9789114,0.000021729096,0.021019876,0.000006272753,0.000016816968,0.000005317149,0.000004524542,0.000012058679,0.0000019995784],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99764633,0.00024791196,0.0013351284,0.00013516466,0.00041347038,0.00022200616],"domain_scores_gemma":[0.9982377,0.0004824557,0.00043056652,0.0002931909,0.00045340232,0.000102633254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013335343,0.00020308688,0.00064887246,0.0003409998,0.000036597598,0.000028411027,0.00020702383,0.00010751995,0.000039187213],"category_scores_gemma":[0.00021354023,0.00018816425,0.0001271862,0.00016439652,0.00038792437,0.0004673998,0.000015085259,0.0003051885,3.9652372e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008126311,0.00006718383,0.1603477,0.005213398,0.00007350889,0.0000144216065,0.0016514524,0.7006784,0.12402783,0.0009538109,0.000021348344,0.006138279],"study_design_scores_gemma":[0.0025282109,0.0011645475,0.24909347,0.001506477,0.000045410103,0.00010781142,0.0033773459,0.6951465,0.046438094,0.00019504105,0.000061866805,0.00033523477],"about_ca_topic_score_codex":0.00003568109,"about_ca_topic_score_gemma":0.000018729925,"teacher_disagreement_score":0.088745765,"about_ca_system_score_codex":0.00020337441,"about_ca_system_score_gemma":0.00027917852,"threshold_uncertainty_score":0.7673115},"labels":[],"label_agreement":null},{"id":"W1974334796","doi":"10.1016/j.cemconcomp.2010.02.007","title":"Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks – A case study","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":115,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Curing (chemistry); Deck; Bridge deck; Shrinkage; Structural engineering; Corrosion; Cracking; Life-cycle cost analysis; Materials science; Composite material; Forensic engineering; Environmental science; Engineering; Reliability engineering","score_opus":0.015928260832906087,"score_gpt":0.22865769057424057,"score_spread":0.2127294297413345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974334796","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985131,0.0003616916,0.00003634647,0.000030979234,0.00028082353,0.00046687195,0.00004076906,0.00006758528,0.00020180283],"genre_scores_gemma":[0.99957097,0.000091739734,0.00009336552,0.00013578407,0.000053743086,0.000021913098,0.000006684468,0.000021572141,0.000004229312],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.998883,0.000031492436,0.0004461786,0.00025595838,0.00017866571,0.00020467768],"domain_scores_gemma":[0.99906856,0.00018962128,0.00010287005,0.00029975714,0.000119228884,0.00021999257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020723065,0.00022919256,0.00040118577,0.00008764379,0.00008669642,0.000039967417,0.000142249,0.00006802986,0.0000843373],"category_scores_gemma":[0.0000354079,0.00022053212,0.00003501432,0.00011739721,0.0000888785,0.00012560627,0.00015658645,0.00023879985,0.0000032028804],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009069976,0.00003526043,0.5112008,0.0013939675,0.00034690165,0.00006379001,0.006435025,0.002082556,0.46174598,0.0005075431,0.00011800995,0.015163207],"study_design_scores_gemma":[0.011664602,0.0023229653,0.50503963,0.0006104651,0.00037521913,0.00032599966,0.0026011793,0.25864118,0.21645243,0.0000138378755,0.00047459645,0.0014779133],"about_ca_topic_score_codex":0.0003838115,"about_ca_topic_score_gemma":0.000072575356,"teacher_disagreement_score":0.25655863,"about_ca_system_score_codex":0.0000111719655,"about_ca_system_score_gemma":0.000017690392,"threshold_uncertainty_score":0.89930385},"labels":[],"label_agreement":null},{"id":"W1974683201","doi":"10.1139/l04-003","title":"Numerical assessment and prediction method for the chemico-mechanical deterioration of ASR-affected concrete structures","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Durability; Alkali–silica reaction; Bridge (graph theory); Structural engineering; Finite element method; Credibility; Suspension (topology); Computer science; Inverse; Inverse problem; Engineering; Materials science; Mathematics; Composite material","score_opus":0.009102532025680982,"score_gpt":0.23613352851018635,"score_spread":0.22703099648450537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974683201","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13539372,0.0005427127,0.86317897,0.00010245258,0.0005458533,0.00016285374,0.000022937773,0.000023902458,0.000026623255],"genre_scores_gemma":[0.99063516,0.000021289268,0.009203061,0.000014040715,0.00010038238,0.0000058079877,0.000002281258,0.000017356535,6.321297e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936235,0.000012805163,0.0003011807,0.00007090086,0.000097748074,0.00015499619],"domain_scores_gemma":[0.9993824,0.00014445053,0.000059714275,0.000098790166,0.000096055664,0.0002186372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029894756,0.00010508568,0.00019822616,0.00009307418,0.000041843476,0.00002967739,0.00009224225,0.00007286905,0.000025234956],"category_scores_gemma":[0.00016063549,0.00008553011,0.00007476514,0.00010582348,0.000017928623,0.00009148868,0.000004576763,0.00019928491,6.24821e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018197708,0.0000012481353,0.00025218417,0.0002085147,0.000085315885,0.0000069418925,0.00036558227,0.46568987,0.5262088,0.0012236269,0.00018250634,0.0057571763],"study_design_scores_gemma":[0.0017277687,0.000328457,0.022530528,0.00019384648,0.00014467213,0.00027194674,0.00011684739,0.9165687,0.05479517,0.0006662172,0.0023700108,0.00028583978],"about_ca_topic_score_codex":0.00013241723,"about_ca_topic_score_gemma":0.0013609885,"teacher_disagreement_score":0.8552414,"about_ca_system_score_codex":0.00018881526,"about_ca_system_score_gemma":0.00018483453,"threshold_uncertainty_score":0.34878168},"labels":[],"label_agreement":null},{"id":"W1975503866","doi":"10.1016/j.cemconcomp.2010.02.001","title":"Modeling the kinetics of corrosion in concrete patch repairs and identification of governing parameters","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Carleton University","funders":"","keywords":"Materials science; Corrosion; Anode; Substrate (aquarium); Macrocell; Composite material; Ring (chemistry); Current density; Electrode; Geology","score_opus":0.010843043065813381,"score_gpt":0.21047770639150326,"score_spread":0.19963466332568988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975503866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99505955,0.0005044159,0.003858677,0.000042136086,0.00015696193,0.00021466895,0.0000134252905,0.000032056447,0.00011808657],"genre_scores_gemma":[0.9992126,0.0002639222,0.00046160657,0.000015427398,0.000008958078,0.000009239818,0.000012277617,0.00001051765,0.000005440803],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909085,0.000035609442,0.00045507212,0.00016136435,0.00013540738,0.00012167436],"domain_scores_gemma":[0.9993892,0.00019400688,0.00008233125,0.00023324894,0.000058362424,0.000042908352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030771285,0.00011926877,0.00020860287,0.000047292506,0.000035393976,0.000025954896,0.00010024794,0.000062683044,0.000011894832],"category_scores_gemma":[0.000060610077,0.0000992034,0.000036989102,0.00009766756,0.00013343475,0.00006904501,0.000066933324,0.00016178403,4.0053422e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028121933,7.5750523e-7,0.015349481,0.00008747996,0.000004896461,2.7360088e-7,0.00055327016,0.0019263182,0.9809574,0.0001860718,0.000006128858,0.000899829],"study_design_scores_gemma":[0.00035713828,0.00005493735,0.0026889495,0.000045916873,0.000024139732,0.0000018761251,0.0002796204,0.7771041,0.2192527,0.00004457339,0.00003890476,0.00010717645],"about_ca_topic_score_codex":0.00007942787,"about_ca_topic_score_gemma":0.000026079979,"teacher_disagreement_score":0.7751777,"about_ca_system_score_codex":0.000011237445,"about_ca_system_score_gemma":0.0000050120016,"threshold_uncertainty_score":0.4045397},"labels":[],"label_agreement":null},{"id":"W1976541365","doi":"10.1061/9780784412473.019","title":"Sustainable and Durable Design of Concrete Bridges in Cold Regions","year":2012,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); McGill University","funders":"","keywords":"Durability; Sustainability; Service life; Nuclear decommissioning; Engineering; Bridge (graph theory); Constructability; Life-cycle assessment; Construction engineering; Risk analysis (engineering); Civil engineering; Computer science; Reliability engineering; Systems engineering; Business; Production (economics)","score_opus":0.019365928619812088,"score_gpt":0.2186836880686019,"score_spread":0.1993177594487898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976541365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97417533,0.0011556222,0.017970866,0.000092175695,0.00006830148,0.00029045346,0.0000016864757,0.00012738544,0.006118191],"genre_scores_gemma":[0.99762774,0.0001105609,0.0006593667,0.000024165465,0.000009287876,0.000011208939,4.865725e-7,0.000008369238,0.0015488174],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948597,0.000026556534,0.00013773152,0.00006518163,0.00004957096,0.00023500386],"domain_scores_gemma":[0.99962,0.00013343469,0.0000108668555,0.00013145334,0.000027631091,0.000076583776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028191615,0.00006685094,0.00012908364,0.000050572384,0.00001807011,0.000008342504,0.00004033766,0.000042709165,0.00008945214],"category_scores_gemma":[0.000070048016,0.0000628272,0.000015083774,0.0001172994,0.000035626064,0.0001600978,0.000024009943,0.000058189304,0.0000039786173],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013082671,0.000032944536,0.23882385,0.0013916006,0.000033102388,0.00002172643,0.004392848,0.008060044,0.48856142,0.22188762,0.035788294,0.0008757153],"study_design_scores_gemma":[0.0042745234,0.0002815554,0.12575665,0.0001843138,0.000066255234,0.000054089265,0.01586231,0.24891767,0.5469724,0.001243935,0.054815117,0.0015711834],"about_ca_topic_score_codex":0.00017787096,"about_ca_topic_score_gemma":0.000008761075,"teacher_disagreement_score":0.24085762,"about_ca_system_score_codex":0.00003549046,"about_ca_system_score_gemma":0.000011633882,"threshold_uncertainty_score":0.2562019},"labels":[],"label_agreement":null},{"id":"W1978774887","doi":"10.1115/ipc2012-90238","title":"Essential Elements of an Effective SCC Direct Assessment Program","year":2012,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada)","funders":"","keywords":"Stress corrosion cracking; Joint (building); Engineering; Integrity management; Computer science; Forensic engineering; Pipeline transport; Systems engineering; Civil engineering; Corrosion; Mechanical engineering; Metallurgy; Materials science","score_opus":0.006645313778287825,"score_gpt":0.29457850436637606,"score_spread":0.28793319058808825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978774887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9593782,0.000030051675,0.0013643019,0.0000032463083,0.000340303,0.0004629954,0.0000039418096,0.00032369644,0.038093254],"genre_scores_gemma":[0.9942838,0.0000027545004,0.005515471,0.0000064415235,0.00005323912,0.00008254638,0.0000089894975,0.000010691359,0.000036084813],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99941707,0.000040264236,0.00015051385,0.00008424135,0.00012327914,0.00018461615],"domain_scores_gemma":[0.99964523,0.000034657078,0.00001658091,0.00017655271,0.000027277383,0.00009971173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023772354,0.00008349417,0.00012502256,0.000027756196,0.000017748076,0.000010646892,0.000059001613,0.000032870816,0.00044821252],"category_scores_gemma":[0.000012556617,0.00007065177,0.000045319684,0.00008110086,0.000018079993,0.0001549632,0.000025784162,0.000058082413,0.000010709071],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025789048,0.0005424547,0.1674711,0.00019837687,0.000067092595,7.81672e-7,0.0003388813,0.00015460618,0.118040614,0.00055925146,0.0003899513,0.7122111],"study_design_scores_gemma":[0.00092021393,0.00037387744,0.648063,0.000022864802,0.00005181771,0.00000141912,0.00015240528,0.053565767,0.2890104,0.000031729836,0.007452691,0.00035380054],"about_ca_topic_score_codex":0.000017791646,"about_ca_topic_score_gemma":0.0000124763965,"teacher_disagreement_score":0.7118573,"about_ca_system_score_codex":0.00004200209,"about_ca_system_score_gemma":0.0000052601263,"threshold_uncertainty_score":0.49076128},"labels":[],"label_agreement":null},{"id":"W1979405370","doi":"10.2749/222137807796157904","title":"A risk-based approach to corrosion protection and maintenance of steel bridges","year":2007,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Prioritization; Probabilistic logic; Coating; Corrosion; Reliability engineering; Computer science; Bridge maintenance; Optimal maintenance; Operations research; Risk analysis (engineering); Engineering; Structural engineering; Business; Materials science","score_opus":0.014869798811352928,"score_gpt":0.22357299876131181,"score_spread":0.2087031999499589,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979405370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63657814,0.000023846522,0.36117533,0.0000086686,0.000076826036,0.00023368196,0.0000022519662,0.00008600863,0.0018152648],"genre_scores_gemma":[0.99770993,0.0000043570644,0.0021200725,0.0000110446845,0.000017782038,0.000014288447,0.0000025478662,0.0000099289955,0.00011003531],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99935967,0.000009389388,0.00024329177,0.00015395021,0.00011750996,0.0001161915],"domain_scores_gemma":[0.999572,0.000021730108,0.000058351732,0.0002152399,0.00006039962,0.000072325034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005996755,0.0000715908,0.000119092365,0.000050463022,0.000024790492,0.0000063745665,0.000029537354,0.00004606021,0.0000036895146],"category_scores_gemma":[0.00020010993,0.000064783395,0.00003096852,0.00012269024,0.000020207042,0.000027076201,0.000013853791,0.000082864426,0.000001555261],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002852706,0.00010815284,0.14015107,0.00069791195,0.00000871853,0.00007735862,0.0005022455,0.017513204,0.7704787,0.0001136666,0.00094234856,0.06912132],"study_design_scores_gemma":[0.00051410735,0.00012382834,0.6993653,0.000091054135,0.000019517522,0.0002608779,0.00016009345,0.10747006,0.18428981,0.00002942582,0.007386054,0.0002898362],"about_ca_topic_score_codex":0.00007043106,"about_ca_topic_score_gemma":0.000018672246,"teacher_disagreement_score":0.5861889,"about_ca_system_score_codex":0.00004315728,"about_ca_system_score_gemma":0.000012678794,"threshold_uncertainty_score":0.26417902},"labels":[],"label_agreement":null},{"id":"W1979544880","doi":"10.1016/j.cemconres.2004.03.008","title":"Comparing corrosion measurement methods to assess the corrosion activity of laboratory OPC and HPC concrete specimens","year":2004,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Corrosion; Tafel equation; Materials science; Chloride; Polarization (electrochemistry); Corrosion monitoring; Reinforced concrete; Metallurgy; Composite material; Chemistry; Electrochemistry","score_opus":0.20272134344688086,"score_gpt":0.3881141476418078,"score_spread":0.18539280419492693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979544880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97831756,0.0014791884,0.016516032,0.00033845703,0.00025998653,0.00092113233,0.000016297341,0.000070410104,0.0020809225],"genre_scores_gemma":[0.9979858,0.0004200024,0.0013659833,0.000049785045,0.000051600924,0.00006593581,0.0000031291102,0.00002770822,0.000030045336],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972642,0.00053511537,0.00036052588,0.00042258872,0.000905499,0.0005120383],"domain_scores_gemma":[0.99818426,0.00044586018,0.00005197642,0.0005093027,0.00049242075,0.00031618532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0049986322,0.00023844211,0.0004183805,0.00015631877,0.000333786,0.000121973775,0.00025918728,0.0001053376,0.00008571282],"category_scores_gemma":[0.00027039266,0.0001875269,0.000054606196,0.00047439642,0.00032013402,0.00014320605,0.00042032712,0.0005032938,0.000015479824],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014313543,0.0000026277858,0.003459647,0.00015073287,0.000010946561,0.0000020811574,0.00063928426,0.00012198383,0.9919943,0.0006745902,0.0002994856,0.0025011827],"study_design_scores_gemma":[0.0022288167,0.00053480617,0.023172824,0.00038716156,0.000051018676,0.0000055989217,0.0014565223,0.011298327,0.95245636,0.00021565308,0.007673308,0.0005195821],"about_ca_topic_score_codex":0.00009631753,"about_ca_topic_score_gemma":0.000027766964,"teacher_disagreement_score":0.039537918,"about_ca_system_score_codex":0.00029625936,"about_ca_system_score_gemma":0.00011178553,"threshold_uncertainty_score":0.7647125},"labels":[],"label_agreement":null},{"id":"W1979697910","doi":"10.1111/j.1467-8667.2005.00380.x","title":"Prediction of Onset of Corrosion in Concrete Bridge Decks Using Neural Networks and Case-Based Reasoning","year":2005,"lang":"en","type":"article","venue":"Computer-Aided Civil and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Acadia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge (graph theory); Artificial neural network; Probabilistic logic; Corrosion; Reliability (semiconductor); Computer science; Monte Carlo method; Field (mathematics); Artificial intelligence; Mathematics; Materials science; Statistics","score_opus":0.009220284858667702,"score_gpt":0.19245605786674463,"score_spread":0.18323577300807692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979697910","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7422571,0.00057902554,0.25668702,0.0000032295045,0.00025856346,0.00010541599,0.00002053548,0.0000821151,0.000006966799],"genre_scores_gemma":[0.99197376,0.000036099867,0.00782614,0.000016887214,0.00010773055,0.000002488783,0.00001149258,0.000025120198,2.8044636e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898964,0.000025389292,0.00045100268,0.00021174423,0.00009821507,0.00022402851],"domain_scores_gemma":[0.99949443,0.000114785595,0.00006881051,0.00017704065,0.000041356332,0.0001035521],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015219387,0.00022123914,0.00035844938,0.00017155353,0.00003384028,0.000022011378,0.00006554708,0.00013853762,0.000010255649],"category_scores_gemma":[0.000030016337,0.00023149877,0.000047158956,0.00021314,0.000052299583,0.00016382977,0.00005975499,0.00027060724,4.3288416e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001703683,0.000001528579,0.013598806,0.00018819235,0.000005145697,0.000017889175,0.00016550226,0.96748096,0.012406681,0.000014350909,0.000034178338,0.0060697165],"study_design_scores_gemma":[0.0006354565,0.00004608789,0.06791686,0.00023387623,0.000015762933,0.00037759222,0.000010699441,0.9290913,0.0014738451,0.0000030972171,0.000041108582,0.00015431573],"about_ca_topic_score_codex":0.000026397835,"about_ca_topic_score_gemma":0.000016437476,"teacher_disagreement_score":0.24971662,"about_ca_system_score_codex":0.000054236527,"about_ca_system_score_gemma":0.000012459843,"threshold_uncertainty_score":0.94402456},"labels":[],"label_agreement":null},{"id":"W1981055632","doi":"10.1109/tim.2014.2310092","title":"Corrosion Potential Sensor for Remote Monitoring of Civil Structure Based on Printed Circuit Board Sensor","year":2014,"lang":"en","type":"article","venue":"IEEE Transactions on Instrumentation and Measurement","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Corrosion monitoring; Corrosion; Materials science; Electromagnetic coil; Capacitance; Electrical impedance; Electrode; Capacitor; Electrical engineering; Optoelectronics; Capacitive sensing; Voltage; Composite material; Engineering","score_opus":0.027013292766587208,"score_gpt":0.23331989950015394,"score_spread":0.20630660673356674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981055632","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.407228,0.0000037600776,0.591112,0.000042589338,0.0010466077,0.0003754364,0.00003864154,0.00009167304,0.00006125751],"genre_scores_gemma":[0.9972481,0.000012443547,0.00257411,0.00005590859,0.000042981177,0.000019050254,0.0000053414415,0.000025550318,0.000016524624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99877375,0.00006890104,0.00031982872,0.00024020397,0.0004285311,0.00016875209],"domain_scores_gemma":[0.9994031,0.000057564586,0.0000613206,0.00021392836,0.00015998761,0.00010410294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026871046,0.00018733795,0.0001934523,0.00014219635,0.00012970384,0.000027275866,0.000051938645,0.00008856661,0.00006437967],"category_scores_gemma":[0.000018469902,0.00018531432,0.00010118303,0.00009883452,0.00003080376,0.00005984406,5.688617e-7,0.00014384791,0.0000021324815],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036738132,0.000046241308,0.00016957989,0.00022959537,0.000018586097,2.2214817e-7,0.00015877504,0.093924955,0.8156481,0.000008797853,0.000015738608,0.08941205],"study_design_scores_gemma":[0.0023682988,0.00032410395,0.0026441985,0.00017854325,0.000068504974,0.0000014567487,0.00020289126,0.2115863,0.782113,0.000034038352,0.000266393,0.0002122645],"about_ca_topic_score_codex":0.000010548755,"about_ca_topic_score_gemma":0.000039578666,"teacher_disagreement_score":0.5900201,"about_ca_system_score_codex":0.00016872722,"about_ca_system_score_gemma":0.000021177584,"threshold_uncertainty_score":0.75568986},"labels":[],"label_agreement":null},{"id":"W1981448572","doi":"10.1617/s11527-006-9170-4","title":"Corrosion products that form on steel within cement paste","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":116,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Cement; Cementitious; Concrete cover; Metallurgy; Chloride; Composite material; Epoxy; Cathodic protection; Rust (programming language); Electrochemistry","score_opus":0.011655429069001301,"score_gpt":0.19648999452885396,"score_spread":0.18483456545985266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981448572","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974979,0.000102228856,0.00003629429,0.000053170406,0.0012783167,0.00020154755,0.00004783916,0.00012805856,0.0006546239],"genre_scores_gemma":[0.9994401,0.000015588304,0.00015316645,0.000053060387,0.00015001792,0.000009730369,0.000028909397,0.000015490014,0.00013394482],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993605,0.000016952039,0.00017561293,0.00017649749,0.00012094597,0.00014946939],"domain_scores_gemma":[0.9997301,0.00001192074,0.000030421419,0.00017726638,0.000016120082,0.00003418909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000091230715,0.00014771358,0.0001634838,0.000028720584,0.00006837315,0.00009940886,0.00005220334,0.000054772278,0.00021065983],"category_scores_gemma":[0.000008664508,0.00010742587,0.000014835349,0.000030958625,0.00002475771,0.00005112789,0.000027615224,0.000043240427,0.0000048814086],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052558757,0.000003767937,0.00030713977,0.0001341365,0.0000016836873,0.0000019302224,0.00013515806,0.00030032513,0.9941897,0.0022854065,0.0016947282,0.0008934779],"study_design_scores_gemma":[0.00029251812,0.000053915395,0.038335957,0.000023090453,0.000006948316,0.0000054717007,0.00003932267,0.0001153492,0.95577717,0.0023134144,0.002867186,0.00016966986],"about_ca_topic_score_codex":0.000039524944,"about_ca_topic_score_gemma":0.000021133557,"teacher_disagreement_score":0.03841253,"about_ca_system_score_codex":0.00002049143,"about_ca_system_score_gemma":0.0000044034696,"threshold_uncertainty_score":0.43806997},"labels":[],"label_agreement":null},{"id":"W1982221729","doi":"10.1680/macr.11.0007","title":"Effectiveness of CNI in slabs with a construction joint in a marine environment","year":2012,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada; Consejo Nacional de Ciencia y Tecnología","keywords":"Corrosion; Cementitious; Fly ash; Materials science; Chloride; Reinforcement; Reinforced concrete; Scanning electron microscope; Composite material; Metallurgy; Cement","score_opus":0.02745410621734142,"score_gpt":0.26965324730387413,"score_spread":0.2421991410865327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982221729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943318,0.00021174415,0.00017765099,0.000016489716,0.00004024697,0.0004783124,0.000005872796,0.000017431985,0.0047204494],"genre_scores_gemma":[0.9989936,0.00009321664,0.000803159,7.9057844e-7,0.000012388002,0.000055623088,0.000005439965,0.000017239105,0.000018540808],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983863,0.00035365808,0.0003355993,0.00015323004,0.00039476668,0.00037641064],"domain_scores_gemma":[0.9991461,0.00037818679,0.000030402842,0.0002924655,0.00006394514,0.000088900015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025550432,0.00011496096,0.00034808138,0.0003599262,0.000010876775,0.0000050726253,0.00009666798,0.00007166814,0.00029745937],"category_scores_gemma":[0.00012600067,0.00010259742,0.000035846104,0.00045200903,0.00026332453,0.00011142547,0.00011566199,0.0003363108,0.000020988344],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049522985,0.000011034877,0.3585674,0.0011096235,0.000011596502,0.0000067192514,0.00026863,0.00038431672,0.6340055,0.0005078166,0.000010031502,0.0046221376],"study_design_scores_gemma":[0.0021766413,0.00029436228,0.708371,0.00034748318,0.0000050772605,0.000014093685,0.0001587762,0.0025577082,0.28541988,0.00011071069,0.00037333873,0.00017097685],"about_ca_topic_score_codex":0.00013159975,"about_ca_topic_score_gemma":0.000024052611,"teacher_disagreement_score":0.34980357,"about_ca_system_score_codex":0.00018753805,"about_ca_system_score_gemma":0.000033147997,"threshold_uncertainty_score":0.41838014},"labels":[],"label_agreement":null},{"id":"W1982308785","doi":"10.1061/(asce)0899-1561(2009)21:9(467)","title":"Quantitative Interpretation of Half-Cell Potential Measurements in Concrete Structures","year":2009,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Concrete cover; Half-cell; Work (physics); Materials science; Interpretation (philosophy); Reinforced concrete; Structural engineering; Computer science; Forensic engineering; Composite material; Engineering; Mechanical engineering; Chemistry; Electrochemistry","score_opus":0.01413774765435815,"score_gpt":0.23597590959600115,"score_spread":0.221838161941643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982308785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99050397,0.00038974005,0.0079479255,0.000015313257,0.00091196044,0.000086344866,0.000004354375,0.000018707487,0.00012170558],"genre_scores_gemma":[0.9977768,0.0000482251,0.0021116408,0.0000073820197,0.00003954024,0.0000010060019,0.000001244676,0.000013262264,9.077706e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99870306,0.000048280643,0.0007970724,0.00007771332,0.00021987026,0.0001539928],"domain_scores_gemma":[0.99958074,0.000052074716,0.00015103428,0.000092588896,0.00008097627,0.0000426131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063355855,0.0001358657,0.0003883777,0.0003033159,0.0000055194446,0.000022960321,0.00013614424,0.000072782066,0.000064312284],"category_scores_gemma":[0.00016973437,0.00013196045,0.000058717764,0.00013887558,0.0000103926395,0.00020282443,0.000011774134,0.0001550471,7.687976e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010276902,0.000003960188,0.00012349749,0.000100462516,0.000005784559,0.000008075184,0.00035911042,0.24832793,0.7507537,0.000034478173,0.000010682236,0.000169542],"study_design_scores_gemma":[0.0015935045,0.00027985318,0.01805836,0.0005679223,0.000019497738,0.000025330182,0.00014144604,0.06717355,0.9115761,0.0003054862,0.000016675018,0.00024228188],"about_ca_topic_score_codex":0.000008315383,"about_ca_topic_score_gemma":0.000012837811,"teacher_disagreement_score":0.18115439,"about_ca_system_score_codex":0.00010553797,"about_ca_system_score_gemma":0.000018947869,"threshold_uncertainty_score":0.5381191},"labels":[],"label_agreement":null},{"id":"W1982544607","doi":"10.1061/(asce)0899-1561(2008)20:1(29)","title":"Corrosion-Inhibiting Systems for Durable Concrete Bridges. II: Accelerated Laboratory Investigation","year":2007,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Materials science; Calcium hydroxide; Chloride; Electrochemistry; Cement; Composite material; Metallurgy; Chemical engineering; Chemistry; Electrode; Engineering","score_opus":0.018006277389150675,"score_gpt":0.2268487228872528,"score_spread":0.20884244549810213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982544607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97784775,0.0007314132,0.01734241,0.00002368464,0.0035746014,0.0002715911,0.000036114543,0.00013287514,0.000039539605],"genre_scores_gemma":[0.99862456,0.00010131925,0.0007170518,0.00002181125,0.00045032968,0.000011287602,0.0000081467915,0.00005488733,0.000010613335],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980663,0.000032278393,0.0011732166,0.00013447517,0.00022563824,0.0003680775],"domain_scores_gemma":[0.99890524,0.00029110626,0.00023099901,0.00013897855,0.00027938694,0.00015431318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026552444,0.00021556624,0.0004814781,0.00029057713,0.00005841402,0.00010540108,0.00015660483,0.00015756248,0.00003248155],"category_scores_gemma":[0.00056236784,0.00021826259,0.0000642098,0.00027782706,0.000018900555,0.00036706458,0.00003176342,0.0002178906,0.0000020431778],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004392875,0.000002106113,0.00026681164,0.00038826314,0.000006459079,0.000015726511,0.0001830198,0.08761795,0.91091806,0.00006190385,0.00046616193,0.000029603118],"study_design_scores_gemma":[0.0011660813,0.00009478533,0.0014245368,0.00086374447,0.00001865032,0.00005812395,0.00016693809,0.050635513,0.9433787,0.000011138071,0.001861971,0.00031983212],"about_ca_topic_score_codex":0.000012265177,"about_ca_topic_score_gemma":0.000012248428,"teacher_disagreement_score":0.03698244,"about_ca_system_score_codex":0.00028190945,"about_ca_system_score_gemma":0.000056259345,"threshold_uncertainty_score":0.890049},"labels":[],"label_agreement":null},{"id":"W1982728052","doi":"10.1115/1.1491973","title":"Updating Performance and Reliability of Concrete Structures Using Discrete Empirical Bayes Methods","year":2002,"lang":"en","type":"article","venue":"Journal of Offshore Mechanics and Arctic Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bayes' theorem; Reliability (semiconductor); Probabilistic logic; Random variable; Computer science; Merge (version control); Observable; Reliability engineering; Econometrics; Bayesian probability; Mathematics; Engineering; Statistics; Artificial intelligence","score_opus":0.023613672015273864,"score_gpt":0.27442522290731813,"score_spread":0.25081155089204427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982728052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87576497,0.0011018929,0.12270212,0.00003670364,0.0002868215,0.00005962019,0.0000030986378,0.000023511242,0.000021261385],"genre_scores_gemma":[0.9052126,0.0005308774,0.094164945,0.000009953842,0.000059337926,5.46073e-7,2.6507738e-7,0.000020223933,0.0000012783249],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989118,0.000038380862,0.0005669094,0.000127824,0.0001697642,0.0001852967],"domain_scores_gemma":[0.99925697,0.0002186094,0.00012917245,0.00014772787,0.00010518805,0.00014232774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006629559,0.00017408024,0.00040151094,0.00010648059,0.00004546132,0.000029871824,0.00009477375,0.00008181466,0.000038786326],"category_scores_gemma":[0.0003399279,0.0001457068,0.000080566184,0.00013261345,0.00002254726,0.00019703397,0.00006100629,0.00034057465,7.274544e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013229152,0.000022145538,0.02993874,0.0066575822,0.00029568071,0.000039830713,0.005458334,0.31347883,0.5783247,0.003626398,0.00012250953,0.061903022],"study_design_scores_gemma":[0.00024885693,0.000100989884,0.001778441,0.00017382704,0.00005180321,0.00016223222,0.00013371713,0.9894078,0.0073051346,0.00025402888,0.0002229138,0.00016028639],"about_ca_topic_score_codex":0.0000015847402,"about_ca_topic_score_gemma":1.4779125e-7,"teacher_disagreement_score":0.67592895,"about_ca_system_score_codex":0.000043328513,"about_ca_system_score_gemma":0.000007999318,"threshold_uncertainty_score":0.5941751},"labels":[],"label_agreement":null},{"id":"W1983306890","doi":"10.1139/l07-028","title":"Simulation of reinforcement-corrosion-induced crack propagation in concrete by acoustic emission technique and boundary element method analysis","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Acoustic emission; Structural engineering; Corrosion; Stress intensity factor; Boundary element method; Fracture mechanics; Cracking; Fracture (geology); Reinforcement; Finite element method; Composite material; Engineering","score_opus":0.008213171537199946,"score_gpt":0.23927214247349524,"score_spread":0.2310589709362953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983306890","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26392382,0.0003043976,0.73540294,0.000009551082,0.000103326594,0.00015791907,0.000004842021,0.000015075477,0.00007816237],"genre_scores_gemma":[0.99857455,0.00001669797,0.001341283,0.000009725756,0.000023668126,0.0000029551704,0.000007219817,0.000017466773,0.0000064305996],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998767,0.000021895921,0.0006890975,0.00010277234,0.00017672966,0.00024249694],"domain_scores_gemma":[0.99908566,0.00018498271,0.00013328367,0.00012809077,0.00013300762,0.00033494385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011903052,0.00014101402,0.00030577616,0.0007944921,0.000033928205,0.000026064483,0.0000879914,0.0001041927,0.00006775076],"category_scores_gemma":[0.00030292006,0.00014667356,0.000077599056,0.000598967,0.000014450356,0.00017523847,0.000008520216,0.00024637225,1.5954741e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007990486,5.7775264e-7,0.0012155144,0.00006695972,0.000016401516,0.00000750837,0.00016636594,0.62838227,0.36937577,0.0000029516366,0.000025606458,0.0007321012],"study_design_scores_gemma":[0.0003220365,0.00006769134,0.0019204981,0.0001653031,0.00009046369,0.000008378703,0.000078704375,0.9129461,0.08370936,0.000009757574,0.00051704195,0.00016465358],"about_ca_topic_score_codex":0.00020813278,"about_ca_topic_score_gemma":0.006736167,"teacher_disagreement_score":0.73465073,"about_ca_system_score_codex":0.00033433305,"about_ca_system_score_gemma":0.00013187176,"threshold_uncertainty_score":0.5981174},"labels":[],"label_agreement":null},{"id":"W1984019174","doi":"10.1117/12.921332","title":"Inductively coupled corrosion potential sensor for steel reinforced concrete with time domain gating interrogation","year":2012,"lang":"en","type":"article","venue":"Proceedings of SPIE, the International Society for Optical Engineering/Proceedings of SPIE","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Corrosion; Corrosion monitoring; Materials science; Electromagnetic coil; Reliability (semiconductor); Electrical engineering; Metallurgy; Engineering","score_opus":0.00982518018972372,"score_gpt":0.21279773460411117,"score_spread":0.20297255441438744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984019174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99600625,0.000045520286,0.0013293574,0.0003828731,0.00035825965,0.0010472919,0.00006867426,0.00022136918,0.00054041273],"genre_scores_gemma":[0.89227957,0.000011979921,0.106695764,0.00004785241,0.00044865883,0.00022223008,0.00003058619,0.00008993375,0.00017344797],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978628,3.2506755e-8,0.0007208966,0.0003113437,0.0005782854,0.000526604],"domain_scores_gemma":[0.9978028,0.0001948178,0.00032217047,0.0000709173,0.0014228432,0.0001864332],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00078511075,0.00038060258,0.00047219763,0.0000962699,0.000113668255,0.00009818728,0.0004784483,0.00023347791,0.000024691019],"category_scores_gemma":[0.00031575756,0.00031352046,0.0004787792,0.00025933664,0.00019072775,0.0008232581,0.00010172241,0.00031851477,0.0000028212241],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029751638,0.0000115002,0.00013215707,0.0005040639,0.00015228981,3.487673e-8,0.00056533073,0.000761265,0.9538945,0.043021493,0.000589769,0.00007007682],"study_design_scores_gemma":[0.0028524792,0.00048062167,0.000635595,0.0004831449,0.00023037835,0.000027363272,0.005238769,0.58790374,0.40037736,0.0001488575,0.000949458,0.00067223416],"about_ca_topic_score_codex":0.0000033638917,"about_ca_topic_score_gemma":9.2280224e-8,"teacher_disagreement_score":0.58714247,"about_ca_system_score_codex":0.00029335052,"about_ca_system_score_gemma":0.00003213191,"threshold_uncertainty_score":0.9999317},"labels":[],"label_agreement":null},{"id":"W1984074702","doi":"10.1617/s11527-013-0133-2","title":"Engineering performance of a new siloxane-based corrosion inhibitor","year":2013,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Corrosion; Corrosion inhibitor; Materials science; Durability; Compressive strength; Cementitious; Ferrous; Ground granulated blast-furnace slag; Metallurgy; Composite material; Cement","score_opus":0.006045513274680586,"score_gpt":0.17639373236414355,"score_spread":0.17034821908946296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984074702","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998996,0.00009936355,0.00017526254,0.000014088265,0.00046108582,0.000121880075,0.000009976186,0.00008945068,0.000032873948],"genre_scores_gemma":[0.999182,0.000016113536,0.0006734122,0.000017523857,0.00007030684,0.000005613721,0.0000052031837,0.00001209597,0.000017764152],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995463,0.0000060685143,0.00017688016,0.00009054119,0.000067651985,0.00011258903],"domain_scores_gemma":[0.9997606,0.00001750666,0.000020391146,0.00011780208,0.000018434112,0.00006525796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000037692025,0.00010653743,0.000165202,0.000034298508,0.000019430772,0.00004126733,0.00004906166,0.000054963253,0.000839875],"category_scores_gemma":[0.000015788648,0.0000860855,0.000017406148,0.000037069534,0.000015858548,0.00006708538,0.000017847728,0.00003539646,0.000005556258],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011260092,8.103835e-7,0.00049232144,0.00019747023,0.0000010374758,1.4554296e-7,0.000057438632,0.0013204159,0.99558216,0.000029966352,0.00039068746,0.0019162797],"study_design_scores_gemma":[0.00023288703,0.00003587178,0.03927099,0.000034214463,0.0000041407206,0.0000018885421,0.000007189615,0.00965362,0.9502448,0.00005495816,0.00034722505,0.00011223402],"about_ca_topic_score_codex":0.000049228438,"about_ca_topic_score_gemma":0.0000011246514,"teacher_disagreement_score":0.045337386,"about_ca_system_score_codex":0.0000082004535,"about_ca_system_score_gemma":0.00000809621,"threshold_uncertainty_score":0.91960424},"labels":[],"label_agreement":null},{"id":"W1984485941","doi":"10.1061/(asce)0899-1561(2008)20:10(650)","title":"Evaluation of Corrosion Resistance of Steel Dowels Used for Concrete Pavements","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"California Department of Transportation","keywords":"Materials science; Corrosion; Carbon steel; Epoxy; Steel bar; Dowel; Composite material; Scanning electron microscope; Grout; Metallurgy; Spall","score_opus":0.03460123353945491,"score_gpt":0.25975711424781034,"score_spread":0.22515588070835543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984485941","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99225765,0.00046854696,0.005838989,0.00000640546,0.0010650347,0.00026511963,0.000035829922,0.000016173204,0.000046238085],"genre_scores_gemma":[0.99833095,0.0001316998,0.0014310472,0.0000022312654,0.0000615741,0.000011084946,0.0000025072122,0.000022352226,0.000006550205],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982066,0.000058162677,0.0009849491,0.000081324135,0.0005219682,0.00014697315],"domain_scores_gemma":[0.99893856,0.00016750919,0.0002818093,0.00015979343,0.00040762403,0.000044719647],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002447301,0.00012609459,0.0004611597,0.0001773987,0.000012967188,0.0000065522613,0.00013611122,0.00007631036,0.00008308743],"category_scores_gemma":[0.00047047608,0.00012302802,0.00008497737,0.00012242515,0.000020824362,0.0001485658,0.00001747201,0.00007450451,3.5979977e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006602593,0.000005536451,0.00022175562,0.00037628718,0.000012032068,0.000001757575,0.00029532186,0.058803655,0.94005597,0.000019008068,0.00009233445,0.000050337392],"study_design_scores_gemma":[0.002051034,0.00008403281,0.004358563,0.0005934058,0.000051392624,0.000009042464,0.00003573586,0.017496046,0.9749379,0.000057012996,0.00019690068,0.0001289294],"about_ca_topic_score_codex":0.0000023427228,"about_ca_topic_score_gemma":0.0000123968575,"teacher_disagreement_score":0.041307613,"about_ca_system_score_codex":0.00014115727,"about_ca_system_score_gemma":0.000058379483,"threshold_uncertainty_score":0.50169367},"labels":[],"label_agreement":null},{"id":"W1987792025","doi":"10.1007/s12205-010-0527-4","title":"An integrated system for bridge management using probabilistic and mechanistic deterioration models: Application to bridge decks","year":2010,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Bridge (graph theory); Probabilistic logic; Reliability (semiconductor); Reliability engineering; Engineering; Macro; Computer science; Artificial intelligence","score_opus":0.01633116960022207,"score_gpt":0.2344290582615909,"score_spread":0.21809788866136884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987792025","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38538608,0.000026754497,0.6138264,0.000005074065,0.00035727437,0.00029278942,0.0000068206878,0.00008272109,0.00001608464],"genre_scores_gemma":[0.976785,0.0000050760036,0.023023708,0.0000063979114,0.00010751252,0.000029444649,0.000003818112,0.000037751357,0.0000012685751],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991029,0.000010481659,0.0004204189,0.00014608196,0.0001433399,0.00017677271],"domain_scores_gemma":[0.99932885,0.000039332102,0.0000747926,0.00019884972,0.00017310811,0.00018508878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043869994,0.00016052033,0.00022705496,0.0001790215,0.00004446393,0.00008630071,0.00013671922,0.00006809104,0.0000025328616],"category_scores_gemma":[0.000052829073,0.00016043561,0.000049927818,0.00015548874,0.000007381006,0.00025655658,0.000018010427,0.00017875858,8.1415453e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029884119,0.0000106428415,0.000016845639,0.0006352675,0.000016552174,0.0000034443192,0.00015372477,0.57309467,0.41871938,0.0014910265,0.000020538306,0.0058079963],"study_design_scores_gemma":[0.00028490898,0.00005861503,0.00079045503,0.000155691,0.0000565496,0.00010806751,0.000039368784,0.9960182,0.0019579097,0.0001389976,0.00022133894,0.00016989841],"about_ca_topic_score_codex":0.0000068046443,"about_ca_topic_score_gemma":0.00009721516,"teacher_disagreement_score":0.59139895,"about_ca_system_score_codex":0.00015489972,"about_ca_system_score_gemma":0.000017204211,"threshold_uncertainty_score":0.6542374},"labels":[],"label_agreement":null},{"id":"W1987921082","doi":"10.1139/l09-169","title":"Innovative design approach of precast–prestressed girder bridges using ultra high performance concrete","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Precast concrete; Girder; Structural engineering; Durability; Prestressed concrete; Engineering; Structural load; Slab; Materials science; Composite material","score_opus":0.017045052696868516,"score_gpt":0.1902170787252482,"score_spread":0.1731720260283797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987921082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91394436,0.00021140404,0.08453627,0.000012438753,0.00073546526,0.00011205765,0.000014181597,0.000032410182,0.00040140262],"genre_scores_gemma":[0.99371654,0.0000135295495,0.006066609,0.000009703979,0.00013971246,0.0000021848234,0.0000019992276,0.000042722822,0.0000069758485],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887836,0.000019507832,0.0004916853,0.000110107496,0.00016316603,0.00033718516],"domain_scores_gemma":[0.99885863,0.00010434576,0.00011892189,0.00021155347,0.00033688106,0.00036965715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037976092,0.0002000238,0.00034641864,0.0003596151,0.000045975736,0.000037990892,0.00026046028,0.00012158384,0.00011636938],"category_scores_gemma":[0.00023043665,0.0002052699,0.000062792744,0.00042433658,0.00007111508,0.00027313182,0.000006581259,0.0006125696,9.084299e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009118638,0.0000013109892,0.0018209949,0.00016217523,0.00003480961,0.0000109166795,0.00040181307,0.72199804,0.27495074,0.00007566495,0.00014415855,0.00039029645],"study_design_scores_gemma":[0.0007637113,0.00010181832,0.021120152,0.0002923652,0.00004223997,0.0002770169,0.00011275787,0.80714387,0.16859919,0.000009213009,0.0010496275,0.00048806478],"about_ca_topic_score_codex":0.0003165035,"about_ca_topic_score_gemma":0.0009821439,"teacher_disagreement_score":0.106351554,"about_ca_system_score_codex":0.000101651334,"about_ca_system_score_gemma":0.0004192555,"threshold_uncertainty_score":0.83706635},"labels":[],"label_agreement":null},{"id":"W1988568742","doi":"10.1016/j.biosystemseng.2007.11.005","title":"Sulphate and sulphide corrosion in livestock buildings, Part II: Reinforcing steel corrosion","year":2008,"lang":"en","type":"article","venue":"Biosystems Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada; Cement Association of Canada","keywords":"Corrosion; Silica fume; Portland cement; Materials science; Cementitious; Metallurgy; Cement; Concrete cover","score_opus":0.013294359607745514,"score_gpt":0.18759277061034904,"score_spread":0.17429841100260351,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988568742","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938002,0.0018077868,0.0017137007,0.000025014111,0.0013310246,0.00041457743,0.00001137724,0.0007351834,0.00016110737],"genre_scores_gemma":[0.99864274,0.00041188626,0.00041994127,0.000012234627,0.00014025636,0.000041312003,0.000010558724,0.00006699985,0.00025404984],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99826807,0.000021879363,0.00060820405,0.00036839125,0.00023723072,0.0004962384],"domain_scores_gemma":[0.9992081,0.000108989465,0.000055646862,0.00036233253,0.000042219443,0.00022272157],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030838736,0.00035352472,0.0004375245,0.00027345837,0.00015511893,0.00004011271,0.0001561314,0.00019085655,0.000016807753],"category_scores_gemma":[0.00012269845,0.00037014252,0.000074514726,0.00038559115,0.000033066794,0.00029191968,0.00012664548,0.00030352583,0.000014689338],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038503036,0.000020578878,0.015928231,0.00094241137,0.0000066398866,0.00009073655,0.0015725528,0.045538604,0.932656,0.00067518215,0.0016504513,0.000880114],"study_design_scores_gemma":[0.0038701373,0.00048169165,0.042759255,0.0031922772,0.000043552776,0.0008733431,0.00047058263,0.6822414,0.16828384,0.000009847707,0.09502612,0.0027479876],"about_ca_topic_score_codex":0.000058180212,"about_ca_topic_score_gemma":0.000021950596,"teacher_disagreement_score":0.76437217,"about_ca_system_score_codex":0.0001880676,"about_ca_system_score_gemma":0.000020744612,"threshold_uncertainty_score":0.99987507},"labels":[],"label_agreement":null},{"id":"W1988792033","doi":"10.1139/l04-044","title":"Electrodeposition as a rehabilitation method for concrete materials","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Bending; Corrosion; Composite material; Deposition (geology); Electrode; Chloride; Electrochemistry; Structural engineering; Metallurgy; Engineering; Geology","score_opus":0.00520533370635136,"score_gpt":0.21305989542348366,"score_spread":0.2078545617171323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988792033","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42397308,0.000551661,0.5731907,0.00040396294,0.0011802667,0.00025967645,0.000028050155,0.00007454087,0.00033807315],"genre_scores_gemma":[0.9819544,0.0000084884305,0.01777254,0.00004549976,0.00016331788,0.000012105125,0.0000050137132,0.000033227225,0.0000053994927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99917936,0.000015102135,0.00036787728,0.00008383415,0.00008755768,0.00026627383],"domain_scores_gemma":[0.99921834,0.00013500678,0.000051336614,0.00011050289,0.00014806134,0.00033671802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045884214,0.00012539458,0.00022593913,0.00023941067,0.00004240359,0.000054655568,0.00010307651,0.0000780175,0.00010391799],"category_scores_gemma":[0.00044676568,0.00013613052,0.000103553175,0.00013260603,0.000012086702,0.00017970742,0.0000023303985,0.00012620619,0.0000039901047],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028342314,0.0000010409032,0.000025074833,0.00023560577,0.00004008737,0.00002185402,0.0008005667,0.25468978,0.7383893,0.004389338,0.0006164239,0.0007625488],"study_design_scores_gemma":[0.0067705326,0.0023605246,0.0031311337,0.001468504,0.0002883173,0.0018182755,0.0004772434,0.064939655,0.85025334,0.016222676,0.05040971,0.0018601037],"about_ca_topic_score_codex":0.00035791926,"about_ca_topic_score_gemma":0.007410569,"teacher_disagreement_score":0.5579813,"about_ca_system_score_codex":0.0004057744,"about_ca_system_score_gemma":0.00027238522,"threshold_uncertainty_score":0.55512416},"labels":[],"label_agreement":null},{"id":"W1988883305","doi":"10.1016/j.conbuildmat.2012.09.077","title":"Effect of de-icing salts on the corrosion performance of galvanized steel in sulphate contaminated soil","year":2012,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Galvanization; Corrosion; Potassium; Chloride; Sodium; Magnesium; Dielectric spectroscopy; Materials science; Metallurgy; Salt (chemistry); Electrochemistry; Chemistry; Composite material; Electrode","score_opus":0.006201428397349107,"score_gpt":0.21664923610896794,"score_spread":0.21044780771161883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988883305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988746,0.000060137063,0.00008237281,0.000007650662,0.0006688298,0.00018411965,0.000006880006,0.000042439126,0.00007296963],"genre_scores_gemma":[0.99978817,0.00008655764,0.00007209646,0.000008073875,0.000023345377,0.000008030028,0.000001616547,0.000009367227,0.0000027253814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992582,0.00015110816,0.00028528264,0.00007752871,0.000073775635,0.00015406345],"domain_scores_gemma":[0.99951005,0.00024083995,0.000078678386,0.00011307581,0.000023162023,0.000034172324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001042429,0.00010386306,0.00025481626,0.00007031446,0.000035650966,0.000012501658,0.000047836318,0.00006155945,0.00007890968],"category_scores_gemma":[0.000115143564,0.00007331274,0.000022220247,0.00009550575,0.00008499232,0.00008763827,0.000021524298,0.000061797204,0.0000012949481],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018490608,0.0000037759316,0.024714464,0.00024047912,0.0000022450229,9.953922e-8,0.00013267323,0.00010366105,0.96889716,0.00023263726,0.0000052721525,0.005482617],"study_design_scores_gemma":[0.0006004025,0.00008185936,0.020660743,0.00024595254,0.000011035859,0.000010737482,0.000049180566,0.0011575599,0.97709006,0.0000055005617,0.000018293675,0.000068674235],"about_ca_topic_score_codex":0.00001407634,"about_ca_topic_score_gemma":0.0000011879436,"teacher_disagreement_score":0.008192891,"about_ca_system_score_codex":0.00003299738,"about_ca_system_score_gemma":0.0000064950214,"threshold_uncertainty_score":0.2989607},"labels":[],"label_agreement":null},{"id":"W1989066726","doi":"10.2495/ecor070241","title":"Modelling environmentally assisted cracking in pipeline steels","year":2007,"lang":"en","type":"article","venue":"WIT transactions on engineering sciences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Materials science; Superposition principle; Cracking; Stress (linguistics); Pipeline (software); Pipeline transport; Stress corrosion cracking; Transgranular fracture; Corrosion; Fracture (geology); Paris' law; Natural gas; Extrapolation; Structural engineering; Metallurgy; Fracture mechanics; Environmental science; Composite material; Crack closure; Engineering; Mechanical engineering; Intergranular corrosion; Waste management","score_opus":0.019955641817123,"score_gpt":0.2206275331260347,"score_spread":0.2006718913089117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989066726","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29994714,0.000063483596,0.69850385,0.000020265945,0.00027317065,0.000081519305,0.0000034200784,0.00018358212,0.0009235746],"genre_scores_gemma":[0.993824,0.000030977808,0.0060149683,0.000017810125,0.000020375277,0.000007879794,8.7788516e-7,0.000017470993,0.000065638735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887776,0.0000075090115,0.00029118994,0.00023937786,0.00024312522,0.00034103158],"domain_scores_gemma":[0.9995739,0.0001638212,0.000014050386,0.00015143053,0.0000074399004,0.00008938991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005455599,0.00015811149,0.00013874585,0.00030465116,0.00009584457,0.000039885937,0.00016213866,0.00006531381,0.00012875789],"category_scores_gemma":[0.000008452733,0.00016127827,0.000057418096,0.000551057,0.00005829278,0.0002096041,0.0000022014588,0.00024208527,0.000019660936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000041986964,0.000018408084,0.000092886105,0.000013954453,0.0000019506758,0.0000030982558,0.00012967449,0.9839954,0.009033353,0.000034216846,0.0000016352709,0.006671264],"study_design_scores_gemma":[0.00017774367,0.00002747676,0.0012459004,0.000054632914,0.0000043596083,0.000006939203,0.00016718879,0.98772573,0.009995602,0.000008488387,0.00038878966,0.0001971405],"about_ca_topic_score_codex":0.000019299721,"about_ca_topic_score_gemma":0.000044950975,"teacher_disagreement_score":0.69387686,"about_ca_system_score_codex":0.0001391775,"about_ca_system_score_gemma":0.000010176504,"threshold_uncertainty_score":0.65767366},"labels":[],"label_agreement":null},{"id":"W1989398170","doi":"10.1016/j.cemconcomp.2012.05.001","title":"Probabilistic modeling of chloride-induced corrosion in concrete structures using first- and second-order reliability methods","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":119,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Corrosion; Probabilistic logic; Reliability (semiconductor); Chloride; Structural engineering; Concrete cover; Computer science; Materials science; Environmental science; Reliability engineering; Engineering; Composite material; Metallurgy","score_opus":0.03515097404985178,"score_gpt":0.2839051344892319,"score_spread":0.2487541604393801,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989398170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9897845,0.0017625748,0.0073033827,0.00001871551,0.00033458733,0.00048964436,0.000012826276,0.00007962142,0.00021418203],"genre_scores_gemma":[0.9916347,0.00009683345,0.008130559,0.000031435804,0.000045852554,0.000018382343,0.000011860582,0.000026229216,0.000004095649],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99843925,0.00012631257,0.0005814519,0.00031798167,0.00015280124,0.00038220108],"domain_scores_gemma":[0.99895644,0.00037420762,0.000078312325,0.0003094415,0.00010254586,0.00017907939],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00071585807,0.0002906945,0.00050208747,0.000110274734,0.000105259795,0.000040219955,0.00010966042,0.0001390282,0.00014201345],"category_scores_gemma":[0.00014763938,0.00027357257,0.00005518812,0.00019894681,0.00011202436,0.0002599647,0.00015276896,0.00022508041,5.410563e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002312577,0.0000045940087,0.050835468,0.0011397088,0.000024899457,0.0000013745228,0.0023728379,0.0120624965,0.9312385,0.00077208615,0.000008098505,0.001308706],"study_design_scores_gemma":[0.0008057977,0.00007817273,0.002951662,0.00009783914,0.000054757133,0.000009123965,0.00024083524,0.92639863,0.06858083,0.000307945,0.000115662646,0.00035873556],"about_ca_topic_score_codex":0.000081878454,"about_ca_topic_score_gemma":0.000012125375,"teacher_disagreement_score":0.91433614,"about_ca_system_score_codex":0.000085695676,"about_ca_system_score_gemma":0.000020289124,"threshold_uncertainty_score":0.9999716},"labels":[],"label_agreement":null},{"id":"W1990544494","doi":"10.4152/pea.200101043","title":"Application of Noise Resistance in Carbon Steel Corrosion","year":2001,"lang":"en","type":"article","venue":"Portugaliae electrochimica acta","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Nova Chemicals (Canada)","funders":"","keywords":"Corrosion; Electrochemical noise; Carbon steel; Noise (video); Materials science; Carbon fibers; Metallurgy; Resistance (ecology); Environmental science; Composite material; Computer science; Chemistry; Electrode; Electrochemistry; Artificial intelligence","score_opus":0.006918208374667553,"score_gpt":0.21129541505515195,"score_spread":0.2043772066804844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990544494","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9870542,0.00035702056,0.0011618054,0.00015320597,0.00009765585,0.00028517735,0.000004556688,0.00018443026,0.010701939],"genre_scores_gemma":[0.99920803,0.00028990646,0.00017121003,0.000032460615,0.00003064715,0.000040308285,0.000020777468,0.000027220267,0.00017942369],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99884033,0.000026746065,0.00040635996,0.00024585318,0.00018794595,0.00029276748],"domain_scores_gemma":[0.99932796,0.00004803331,0.000072626826,0.00042603543,0.000047725327,0.00007762371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016894855,0.00016043955,0.00024949995,0.0001190081,0.000016613376,0.000007488408,0.00018317951,0.00009821275,0.000031058287],"category_scores_gemma":[0.00004683187,0.00017145349,0.00005729027,0.0004450049,0.000028047934,0.00006933148,0.000021187041,0.000200642,0.0000043424648],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000095796255,0.00003071475,0.018238727,0.000051561045,0.0000019820552,0.0000021199096,0.00009295771,0.000041577736,0.98022056,0.00021016538,0.00023677097,0.00077704794],"study_design_scores_gemma":[0.0019508075,0.00015583985,0.34320065,0.00018317369,0.00005328004,0.00002585556,0.00008502112,0.08966728,0.53440076,0.0019750546,0.027167859,0.0011344262],"about_ca_topic_score_codex":0.000033033582,"about_ca_topic_score_gemma":0.0006642589,"teacher_disagreement_score":0.44581985,"about_ca_system_score_codex":0.00012670798,"about_ca_system_score_gemma":0.000029149285,"threshold_uncertainty_score":0.6991671},"labels":[],"label_agreement":null},{"id":"W1992140711","doi":"10.1016/j.corsci.2012.01.019","title":"Angle-resolved XPS study of carbon steel passivity and chloride-induced depassivation in simulated concrete pore solution","year":2012,"lang":"en","type":"article","venue":"Corrosion Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":234,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Carleton University","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"X-ray photoelectron spectroscopy; Passivation; Passivity; Materials science; Oxide; Carbon steel; Substrate (aquarium); Chloride; Corrosion; Stoichiometry; Contact angle; Metallurgy; Layer (electronics); Composite material; Chemical engineering; Chemistry; Physical chemistry","score_opus":0.03096781862177217,"score_gpt":0.26651366902918366,"score_spread":0.2355458504074115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992140711","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979294,0.00007414737,0.00053055334,0.000016419244,0.0006300568,0.0004884837,0.0000025734196,0.00011298474,0.00021540611],"genre_scores_gemma":[0.99988765,0.000009383073,0.000033013817,0.000012338713,0.000025126072,0.000011944677,0.0000025953566,0.000011726181,0.0000062143586],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983748,0.00006386589,0.00040948807,0.000310219,0.00045684556,0.00038475834],"domain_scores_gemma":[0.99905384,0.00014080507,0.00009555995,0.00037385296,0.00014983941,0.00018612109],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010701945,0.00016468107,0.00025654127,0.00024077452,0.000113079695,0.000032984153,0.00019179862,0.00008609184,0.000010489247],"category_scores_gemma":[0.00044120796,0.00015379807,0.000025313788,0.001093996,0.00015148467,0.00050655025,0.00013824015,0.00017966551,0.0000014045231],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041232568,0.000027934717,0.14548893,0.000019263107,5.394717e-7,0.0000014568403,0.00131687,0.0004474558,0.8502489,0.000013490302,0.0000035098842,0.0023904222],"study_design_scores_gemma":[0.001161841,0.00019317088,0.50992435,0.00005295476,0.000012141534,0.000004065416,0.0009800519,0.272639,0.2147395,0.000011652991,0.000024846537,0.00025643158],"about_ca_topic_score_codex":0.00015705044,"about_ca_topic_score_gemma":0.00009220133,"teacher_disagreement_score":0.6355094,"about_ca_system_score_codex":0.00016350354,"about_ca_system_score_gemma":0.000049243557,"threshold_uncertainty_score":0.6271703},"labels":[],"label_agreement":null},{"id":"W1995794867","doi":"10.1002/maco.200805033","title":"Effect of cathodic protection on macrocell currents: A viable method to monitor and control the efficiency of CP?","year":2008,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"AS Composite (Canada)","funders":"","keywords":"Cathodic protection; Corrosion; Coating; Materials science; Chloride; Electrical conductor; Composite material; Anode; Macrocell; Forensic engineering; Electrode; Metallurgy; Computer science; Chemistry; Engineering; Telecommunications","score_opus":0.007754869756868154,"score_gpt":0.23439936690017316,"score_spread":0.226644497143305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995794867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9804475,0.00017000227,0.018349279,0.000014364315,0.00031702247,0.00061859644,0.000028039309,0.00003231725,0.000022903881],"genre_scores_gemma":[0.999751,0.000053876618,0.000086975764,0.000011831345,0.000023380697,0.000052343752,0.0000010791309,0.000009210914,0.0000103485545],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992866,0.00016192955,0.00020917067,0.00013459534,0.000102988575,0.00010472549],"domain_scores_gemma":[0.99962085,0.00012392199,0.000045420325,0.00013619752,0.00003011357,0.000043485677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005182271,0.00011061066,0.00025291665,0.000038583275,0.000075947944,0.000012098911,0.000050763363,0.000047217076,0.00002417438],"category_scores_gemma":[0.00005556089,0.00006929215,0.000023808376,0.00008004691,0.000036033343,0.000026093234,0.000025979483,0.000044869284,0.0000027158615],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002967002,0.000010921756,0.0002474516,0.00025679616,6.626929e-7,3.0027e-7,0.00019151125,0.00012096625,0.99254507,0.000003614409,0.000017387518,0.0063086343],"study_design_scores_gemma":[0.00057665363,0.00072025385,0.0011407647,0.000086354805,0.000015337017,0.0000072017474,0.0000125737915,0.002357248,0.9949047,0.000006834334,0.000102623235,0.00006943959],"about_ca_topic_score_codex":0.00006459479,"about_ca_topic_score_gemma":6.681902e-7,"teacher_disagreement_score":0.019303478,"about_ca_system_score_codex":0.000011405356,"about_ca_system_score_gemma":0.000003503259,"threshold_uncertainty_score":0.28256518},"labels":[],"label_agreement":null},{"id":"W1996140181","doi":"10.1139/l08-073","title":"Crack spacing for offshore structures","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Memorial University of Newfoundland","funders":"","keywords":"Submarine pipeline; Concrete cover; Structural engineering; Cover (algebra); Bar (unit); Seawater; Geotechnical engineering; Geology; Engineering; Reinforced concrete; Mechanical engineering","score_opus":0.013216363903563573,"score_gpt":0.18668996609685762,"score_spread":0.17347360219329405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996140181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87904817,0.0032020658,0.111997165,0.00013489564,0.0030420907,0.00020628414,0.000039081784,0.0001173577,0.0022129153],"genre_scores_gemma":[0.99857146,0.000025006957,0.0010305113,0.000025059908,0.00028202942,0.0000019711233,0.0000015140471,0.00003417177,0.000028258482],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992492,0.000004331136,0.00028493063,0.000070120834,0.00009311162,0.00029831115],"domain_scores_gemma":[0.9991598,0.00006505753,0.00003506979,0.00012624165,0.00010932749,0.00050449214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001187273,0.00013402723,0.00021904643,0.0002374266,0.00007040928,0.000024061615,0.00014738174,0.00006815254,0.00016870588],"category_scores_gemma":[0.00019680073,0.000136407,0.00013015063,0.00012482054,0.000023306276,0.00013208858,0.0000036685651,0.00021014638,0.0000018200163],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014649777,0.0000025813704,0.006144486,0.0003215398,0.00008614763,0.00025508323,0.001953097,0.9457833,0.012741639,0.00088911,0.02945709,0.002351246],"study_design_scores_gemma":[0.0030960655,0.00035087258,0.07918743,0.00059397094,0.00013820708,0.0042286734,0.00046288746,0.40509105,0.020261133,0.00122936,0.48334378,0.00201657],"about_ca_topic_score_codex":0.000066638946,"about_ca_topic_score_gemma":0.014736947,"teacher_disagreement_score":0.54069227,"about_ca_system_score_codex":0.00015372375,"about_ca_system_score_gemma":0.0002103942,"threshold_uncertainty_score":0.8223562},"labels":[],"label_agreement":null},{"id":"W1996370923","doi":"10.1139/l06-081","title":"Assessment of precast stringer highway bridges using mean load method","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Stringer; Precast concrete; Axle load; Engineering; Bending moment; Structural load; Bridge (graph theory); Axle; Geotechnical engineering","score_opus":0.01384696486567469,"score_gpt":0.23425606428352716,"score_spread":0.22040909941785247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996370923","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6061563,0.0015006849,0.38762268,0.000028118657,0.0012770041,0.000106079715,0.000031808704,0.000058616835,0.0032187225],"genre_scores_gemma":[0.99090177,0.0000081741455,0.008827217,0.0000050385697,0.00019887128,8.220957e-7,0.0000011735043,0.00003695155,0.000019999467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879223,0.000023763898,0.0005485722,0.00010254665,0.00021090572,0.00032200915],"domain_scores_gemma":[0.99906147,0.0000859541,0.000104570885,0.00018831964,0.00020628219,0.00035339157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005277754,0.00017658489,0.0003508033,0.00032028733,0.00003412744,0.000042398802,0.00018619039,0.0000782437,0.00017463793],"category_scores_gemma":[0.00006127675,0.00018709345,0.00014674028,0.00022785102,0.000021038404,0.00016935942,0.000010278702,0.00028593434,6.340238e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013535221,0.0000035076216,0.00366909,0.00011411787,0.000027169634,0.000030317236,0.000094535375,0.947396,0.047414113,0.000299825,0.0003141993,0.0006357909],"study_design_scores_gemma":[0.0006993391,0.00006636165,0.07017903,0.00045680036,0.00009255558,0.00026594708,0.0000823558,0.89936465,0.017318422,0.000057419707,0.01091768,0.00049941783],"about_ca_topic_score_codex":0.0022427489,"about_ca_topic_score_gemma":0.048433777,"teacher_disagreement_score":0.38474545,"about_ca_system_score_codex":0.0006642586,"about_ca_system_score_gemma":0.0005360821,"threshold_uncertainty_score":0.9689298},"labels":[],"label_agreement":null},{"id":"W1997651055","doi":"10.1111/j.1467-8667.2006.00429.x","title":"A Computational Framework for Risk Assessment of RC Structures Using Indicators","year":2006,"lang":"en","type":"article","venue":"Computer-Aided Civil and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung","keywords":"Probabilistic logic; Carbonation; Computer science; Reliability (semiconductor); Reliability engineering; Asset (computer security); Reinforced concrete; Basis (linear algebra); Corrosion; Asset management; Degradation (telecommunications); Risk analysis (engineering); Structural engineering; Engineering; Materials science; Mathematics; Artificial intelligence","score_opus":0.004645412777521086,"score_gpt":0.2234736059695905,"score_spread":0.21882819319206942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997651055","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44294453,0.00014248521,0.5562283,0.0000031067987,0.00035242605,0.0001307109,0.000046067104,0.00012587369,0.000026492318],"genre_scores_gemma":[0.69525224,0.00000818292,0.30445006,0.00001120566,0.00022269647,0.0000063644925,0.000021234844,0.000027566119,4.3813998e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988644,0.000016674183,0.0004230383,0.00025477246,0.0001778889,0.00026318806],"domain_scores_gemma":[0.9992738,0.00027823067,0.00010011297,0.00019295326,0.00006185735,0.00009308493],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00011582001,0.00027236913,0.00035841102,0.00022689904,0.00008352327,0.00005561153,0.00013876366,0.00016225257,0.00002994858],"category_scores_gemma":[0.00003423412,0.00026774386,0.00010407764,0.0002558285,0.00004555043,0.00011772007,0.000063279505,0.00030126938,1.0955255e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036993665,0.0000043522937,0.0074467794,0.00022701664,0.000031331238,6.714647e-7,0.00007325216,0.97596985,0.0013680592,0.010530868,0.00012798005,0.0042161657],"study_design_scores_gemma":[0.00031819782,0.000034311033,0.17273352,0.000060071983,0.000026630565,0.0000095735595,0.000008455881,0.80947524,0.00039093525,0.016400423,0.00031805606,0.0002245768],"about_ca_topic_score_codex":0.000008770615,"about_ca_topic_score_gemma":0.0000021289604,"teacher_disagreement_score":0.25230774,"about_ca_system_score_codex":0.00007289537,"about_ca_system_score_gemma":0.000031354048,"threshold_uncertainty_score":0.99997747},"labels":[],"label_agreement":null},{"id":"W1997881853","doi":"10.1016/s0958-9465(03)00043-x","title":"Influence of calcium nitrite inhibitor and crack width on corrosion of steel in high performance concrete subjected to a simulated marine environment","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Fly ash; Metallurgy; Cement; Wetting; Composite material; Concrete cover; Reinforced concrete","score_opus":0.0076517182510277846,"score_gpt":0.19379821253317753,"score_spread":0.18614649428214974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997881853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998956,0.00020322361,0.00005242857,0.000018391102,0.000050652056,0.0004869071,0.000021653883,0.00003766984,0.00017305133],"genre_scores_gemma":[0.99932796,0.00026120438,0.00027222166,0.000062237676,0.0000070182496,0.000011587922,0.000018180743,0.000017387852,0.000022179851],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875736,0.00006376085,0.00048516912,0.00026985913,0.0001971711,0.00022666414],"domain_scores_gemma":[0.9993189,0.00018696461,0.000076741686,0.00024175608,0.000047474972,0.0001281385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018480631,0.00023029443,0.00040024027,0.00014148878,0.000041163104,0.000014955897,0.00008199816,0.000081141785,0.000070426606],"category_scores_gemma":[0.000040059593,0.00022381316,0.000028675538,0.00019440934,0.0001071831,0.00009131687,0.00009779188,0.0001390433,0.0000034668112],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026043344,0.0000039832266,0.13190499,0.00017703608,0.000007918569,0.0000018235899,0.00021778264,0.013085523,0.85379416,0.00007521083,0.000007344529,0.00046379803],"study_design_scores_gemma":[0.0024390877,0.0008846233,0.20673248,0.00026486328,0.00003000289,0.0000024755304,0.000050092018,0.030322691,0.75855917,0.000013810029,0.00035093108,0.00034975147],"about_ca_topic_score_codex":0.000040913168,"about_ca_topic_score_gemma":0.00000237348,"teacher_disagreement_score":0.09523496,"about_ca_system_score_codex":0.000052208445,"about_ca_system_score_gemma":0.000011474317,"threshold_uncertainty_score":0.9126836},"labels":[],"label_agreement":null},{"id":"W1998295131","doi":"10.5006/1.3278265","title":"<b> <i>Technical Note:</i> </b> Measuring Corrosiveness with a Dual Galvanic/Surface Film Resistance Sensor","year":2006,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Galvanic cell; Corrosion; Materials science; Dual (grammatical number); Composite material; Crevice corrosion; Metallurgy; Forensic engineering; Engineering; Art","score_opus":0.0095171437472122,"score_gpt":0.19949299557658756,"score_spread":0.18997585182937538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998295131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54031295,0.0010750629,0.44192693,0.00019516777,0.001047666,0.00077884016,0.00007417512,0.0024306534,0.01215852],"genre_scores_gemma":[0.9939607,0.000032006985,0.0046432056,0.000075939104,0.000114723254,0.00002495384,0.00002934764,0.00008390042,0.0010352498],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99802846,0.000065033266,0.00042355282,0.00050380436,0.00047427023,0.00050490175],"domain_scores_gemma":[0.9987711,0.00018039583,0.00007120591,0.0006687246,0.00015074058,0.00015788716],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025450453,0.0003631791,0.0003834913,0.00005420404,0.00019389114,0.000080607795,0.00021174636,0.00020242427,0.00009215531],"category_scores_gemma":[0.000058754584,0.000325072,0.000114830415,0.00039795518,0.000113658665,0.00018748724,0.000080400154,0.00039146523,0.00009819216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022712974,0.000035397523,0.0018234176,0.000117141615,3.151887e-7,0.000048150006,0.00004224582,0.02267679,0.96931463,0.00012944678,0.0053738784,0.00021146574],"study_design_scores_gemma":[0.0033201275,0.00022952298,0.012576482,0.0009446193,0.00010450321,0.00019420397,0.00013113527,0.051682457,0.8704914,0.00023717144,0.058042217,0.0020461495],"about_ca_topic_score_codex":0.000026972846,"about_ca_topic_score_gemma":0.00048692885,"teacher_disagreement_score":0.4536477,"about_ca_system_score_codex":0.00023325818,"about_ca_system_score_gemma":0.00004765011,"threshold_uncertainty_score":0.9999201},"labels":[],"label_agreement":null},{"id":"W2000224998","doi":"10.1016/j.conbuildmat.2011.11.044","title":"Time-dependent performance of concrete surface coatings in tidal zone of marine environment","year":2011,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":155,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Coating; Materials science; Epoxy; Corrosion; Composite material; Service life; Durability","score_opus":0.00935193760015149,"score_gpt":0.17863078156593135,"score_spread":0.16927884396577986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000224998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990899,0.000023326133,0.00020048508,0.000002766759,0.00020263097,0.00010918296,0.000022617967,0.00003504909,0.00031405207],"genre_scores_gemma":[0.99643964,0.00013176848,0.0033811596,0.0000025239874,0.000008983611,0.000002429043,0.0000029369485,0.000008681216,0.000021872289],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993276,0.000027716873,0.00035742222,0.00011148179,0.0000772991,0.0000984645],"domain_scores_gemma":[0.9997357,0.000020704654,0.00008257964,0.000113391296,0.000016021255,0.000031572654],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00024872855,0.000092339935,0.00023963125,0.000045246106,0.000014690668,0.000005493425,0.000047724738,0.00005381508,0.0012621875],"category_scores_gemma":[0.0000116120045,0.000091977796,0.00001475234,0.000043159238,0.00013980141,0.00007028902,0.000056931443,0.00004043464,0.000004479609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054168282,0.0000020659322,0.016308537,0.00013868531,0.0000037017498,3.4859187e-7,0.00015423592,0.0001446868,0.98135895,0.00006577479,0.0000034920868,0.0017653647],"study_design_scores_gemma":[0.0003740587,0.00004079586,0.0069233524,0.00004782563,0.000007541618,0.000013235945,0.00006680646,0.00081104256,0.99156463,0.00001619075,0.00004418023,0.000090332105],"about_ca_topic_score_codex":0.00004894742,"about_ca_topic_score_gemma":9.2858625e-7,"teacher_disagreement_score":0.010205699,"about_ca_system_score_codex":0.000019723166,"about_ca_system_score_gemma":0.000006206664,"threshold_uncertainty_score":0.9996508},"labels":[],"label_agreement":null},{"id":"W2001328375","doi":"10.1139/l00-035","title":"Dowel bars corrosion in concrete pavement","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Adhesives and Sealant Council","keywords":"Ponding; Dowel; Corrosion; Sealant; Slab; Materials science; Composite material; Chloride; Joint (building); Geotechnical engineering; Metallurgy; Structural engineering; Geology; Engineering","score_opus":0.0061246408931132906,"score_gpt":0.17290168007675208,"score_spread":0.1667770391836388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001328375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9883208,0.0020256354,0.0027348334,0.000107628686,0.0011615461,0.0001267205,0.000013609376,0.000059319762,0.005449854],"genre_scores_gemma":[0.99952424,0.000107118096,0.00013483808,0.000056988738,0.00008268561,0.0000022173365,0.000001544813,0.000027334012,0.00006303174],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989913,0.000012669582,0.00042586695,0.000087780005,0.00013066606,0.00035170064],"domain_scores_gemma":[0.9991926,0.000040466308,0.000025523386,0.00015063006,0.000040588333,0.00055021787],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002649335,0.00015013842,0.00023475807,0.00029379365,0.000026116883,0.000038180817,0.00017444753,0.000075513955,0.002687469],"category_scores_gemma":[0.00004584171,0.00015962892,0.000086824024,0.00023107672,0.000018428676,0.00015324225,0.0000038460967,0.00032018192,0.000023149774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001500913,0.0000022600377,0.0064149154,0.00012500865,0.00001626635,0.0004754089,0.0011418294,0.9586171,0.01969272,0.00013379831,0.0044717398,0.008893976],"study_design_scores_gemma":[0.004086987,0.00031997036,0.060732987,0.0016342113,0.00006154389,0.0006184043,0.00028537962,0.51957834,0.007468877,0.0001632714,0.40331092,0.0017391068],"about_ca_topic_score_codex":0.00043866114,"about_ca_topic_score_gemma":0.032375235,"teacher_disagreement_score":0.43903872,"about_ca_system_score_codex":0.0003174404,"about_ca_system_score_gemma":0.00014802722,"threshold_uncertainty_score":0.9982242},"labels":[],"label_agreement":null},{"id":"W2001381209","doi":"10.1139/l10-104","title":"Mise en conformité sismique des ponts par isolation de la base – Application au pont Madrid au Québec","year":2010,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"École de Technologie Supérieure; Canadian Standards Association; Université du Québec à Montréal","funders":"","keywords":"Humanities; Political science; Art","score_opus":0.004754153723294024,"score_gpt":0.19043186794502107,"score_spread":0.18567771422172705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001381209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81561077,0.001427305,0.17760949,0.0010705646,0.001716233,0.00018316593,0.000036772944,0.000046034635,0.0022996617],"genre_scores_gemma":[0.99640995,0.00004657059,0.002547887,0.00004945447,0.0007253098,0.000009774516,0.0000047807152,0.00006268962,0.00014356601],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99842876,0.000065410495,0.0005790449,0.00015433563,0.0001448132,0.0006276231],"domain_scores_gemma":[0.9975287,0.0003837927,0.00013381428,0.0002832734,0.000191677,0.0014787544],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0012162216,0.00028079818,0.00031703056,0.00032988223,0.00015410413,0.000097779885,0.00027533472,0.00035352074,0.0004028255],"category_scores_gemma":[0.0009003121,0.00033191312,0.00018859298,0.00020168026,0.00012244434,0.0004003456,0.000013686421,0.0010100919,0.000018870678],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055442808,0.000041160427,0.12702422,0.0012087227,0.00017136174,0.0004118023,0.01803159,0.5336787,0.22854912,0.004495486,0.0013198586,0.08501252],"study_design_scores_gemma":[0.0012377512,0.00011678965,0.2786559,0.0006886264,0.00018068071,0.0018508878,0.00039390483,0.527079,0.00813649,0.00045598517,0.18028718,0.0009168538],"about_ca_topic_score_codex":0.21166636,"about_ca_topic_score_gemma":0.93980724,"teacher_disagreement_score":0.7281409,"about_ca_system_score_codex":0.002831389,"about_ca_system_score_gemma":0.004910896,"threshold_uncertainty_score":0.9999133},"labels":[],"label_agreement":null},{"id":"W2002541649","doi":"10.1016/s0958-9465(02)00125-7","title":"Finite element modeling of coupled heat transfer, moisture transport and carbonation processes in concrete structures","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":220,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Carbonation; Finite element method; Moisture; Scope (computer science); Coupling (piping); Nonlinear system; Heat transfer; Materials science; Structural engineering; Computer science; Engineering; Mechanics; Composite material","score_opus":0.011631052158694765,"score_gpt":0.20525767737181438,"score_spread":0.19362662521311963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002541649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9866893,0.005005097,0.0072627733,0.000026783655,0.00006633316,0.00037407622,0.000021993783,0.00005850112,0.00049513474],"genre_scores_gemma":[0.9985066,0.0010702935,0.00028026444,0.000040772768,0.00001039187,0.000025672774,0.000044395005,0.000016937856,0.0000046901096],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998958,0.000032921937,0.00040121295,0.00024112297,0.00016727326,0.0001994754],"domain_scores_gemma":[0.9996035,0.000102549246,0.000012521691,0.00012311283,0.00007772121,0.000080579244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016397053,0.00021592097,0.00032561118,0.000089804395,0.00005074233,0.000022237531,0.00006249434,0.00007981217,0.000055343695],"category_scores_gemma":[0.000018722434,0.00020712233,0.000035086447,0.00015124337,0.00006154079,0.00009871721,0.000009007953,0.00012385231,1.4123744e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003695644,0.0000071899785,0.10456889,0.0030193683,0.00014003227,0.000012331218,0.0072555305,0.14535443,0.7347868,0.003891939,0.000009073153,0.000584821],"study_design_scores_gemma":[0.0022081793,0.00014729632,0.0018920569,0.00012338924,0.00007299052,0.0000042256584,0.00046084894,0.9446948,0.049482267,0.0001984876,0.00031688673,0.00039858042],"about_ca_topic_score_codex":0.00006585961,"about_ca_topic_score_gemma":0.000064085776,"teacher_disagreement_score":0.79934037,"about_ca_system_score_codex":0.000027221024,"about_ca_system_score_gemma":0.000027751243,"threshold_uncertainty_score":0.84462035},"labels":[],"label_agreement":null},{"id":"W2007619266","doi":"10.1061/(asce)mt.1943-5533.0000508","title":"Paraffin Wax as a Sealant in Sorptivity Testing","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Sorptivity; Materials science; Air entrainment; Composite material; Durability; Wax; Thermoplastic; Forensic engineering; Engineering","score_opus":0.017763726010066552,"score_gpt":0.22281353377669763,"score_spread":0.20504980776663106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007619266","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971847,0.00041716415,0.00044692468,0.000019078423,0.00143565,0.00007870734,0.00000314434,0.00006275347,0.00035191243],"genre_scores_gemma":[0.99863535,0.000049394752,0.0009959972,0.00001035001,0.00027420803,0.0000052752343,5.088906e-7,0.000025421252,0.0000034933141],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998656,0.000045040666,0.0006600882,0.00007559934,0.00017456569,0.00038875968],"domain_scores_gemma":[0.9993903,0.0002414329,0.000085160194,0.00012809105,0.00003287876,0.00012210588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015167171,0.00016556996,0.00039234018,0.00025364946,0.000009664429,0.000034336666,0.00013757595,0.00009018443,0.00011547813],"category_scores_gemma":[0.00067051256,0.00015807751,0.000045878984,0.00024441062,0.000008317055,0.00033536926,0.000039307888,0.0002702149,0.000013189958],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029313358,0.000038005415,0.015244115,0.00022686203,0.000007804439,0.00005298254,0.0005025451,0.11745916,0.86552113,0.00006196426,0.00006184979,0.0007942546],"study_design_scores_gemma":[0.002789847,0.00019016043,0.3543023,0.0020946166,0.00003436594,0.0009837917,0.00022633454,0.050657064,0.5846337,0.00018202366,0.0027439576,0.001161826],"about_ca_topic_score_codex":0.000023657252,"about_ca_topic_score_gemma":0.00003396126,"teacher_disagreement_score":0.33905816,"about_ca_system_score_codex":0.00019540319,"about_ca_system_score_gemma":0.000024605411,"threshold_uncertainty_score":0.64462143},"labels":[],"label_agreement":null},{"id":"W2008097859","doi":"10.1109/ims3tw.2014.6997399","title":"An electro-chemical test and optimization system for impressed current cathodic corrosion protection","year":2014,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Tafel equation; Corrosion; Cathodic protection; Metal; Materials science; Metallurgy; Chemistry; Electrode; Anode; Electrochemistry","score_opus":0.009572091899062782,"score_gpt":0.22122244022867044,"score_spread":0.21165034832960766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008097859","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11174725,0.00005638411,0.8869221,0.000011853712,0.00019525147,0.00047846977,0.000004179362,0.00049418915,0.00009030562],"genre_scores_gemma":[0.99592406,0.000007914472,0.0038264513,0.0000050188496,0.000070262766,0.00012208176,0.000022910854,0.000016436212,0.000004892399],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946177,0.00002131118,0.00014736042,0.00017521864,0.00006303753,0.00013127738],"domain_scores_gemma":[0.9996207,0.000067075816,0.00001930362,0.000154415,0.000055333247,0.00008321096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016326414,0.000097210825,0.00010887908,0.000031706284,0.000053687178,0.000039179005,0.000044161694,0.00006461197,0.000008218461],"category_scores_gemma":[0.00009414704,0.000086518434,0.000023270008,0.00006055336,0.000011583108,0.000089990506,0.000008590782,0.000073607865,0.0000016224848],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001952521,0.000013692253,0.00013651016,0.00027851088,3.424418e-7,1.8914717e-8,0.00003135735,0.009121429,0.97101885,0.00010381618,0.00006808321,0.019207852],"study_design_scores_gemma":[0.00028048301,0.000083396684,0.00004555011,0.000019739644,0.0000074526674,0.0000029319735,0.000011314168,0.79760563,0.2015049,0.000009983084,0.00033756645,0.00009106888],"about_ca_topic_score_codex":0.000005548525,"about_ca_topic_score_gemma":0.0000017833556,"teacher_disagreement_score":0.8841768,"about_ca_system_score_codex":0.00006340234,"about_ca_system_score_gemma":0.0000062841873,"threshold_uncertainty_score":0.35281193},"labels":[],"label_agreement":null},{"id":"W2009040215","doi":"10.1680/coma.13.00014","title":"Climate change-induced carbonation of concrete infrastructure","year":2013,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Construction Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Environment and Climate Change Canada; University of British Columbia; British Columbia Institute of Technology","funders":"","keywords":"Carbonation; Climate change; Greenhouse gas; Durability; Environmental science; Global warming; Natural (archaeology); Environmental resource management; Climatology; Natural resource economics; Geography; Engineering; Geology; Oceanography; Computer science","score_opus":0.009119040868370377,"score_gpt":0.19207263009665346,"score_spread":0.1829535892282831,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009040215","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953059,0.000036881185,0.00008597312,0.000055009772,0.0017652498,0.0005534489,0.00006042713,0.00011891819,0.0020181967],"genre_scores_gemma":[0.99909234,0.00007153327,0.0006775687,0.000008964986,0.000081639235,0.000045729128,0.0000040735417,0.00001592342,0.0000022346426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987605,0.000009108305,0.0006555566,0.00014161863,0.00026127862,0.00017192333],"domain_scores_gemma":[0.99898005,0.00002114134,0.00033763153,0.00013663727,0.00047545056,0.000049087652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021685327,0.000183663,0.0003761953,0.00016374234,0.00004254489,0.000021892653,0.0002043895,0.00015543359,0.00022461823],"category_scores_gemma":[0.00015003551,0.00015281845,0.00009272497,0.0003021135,0.0002285149,0.00047547292,0.000059237635,0.00009753961,0.0000023047028],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016368303,0.0000017448566,0.00096926844,0.00063771283,0.00001757137,1.8845704e-8,0.00023837712,0.00024152534,0.98480695,0.011935256,0.000061326245,0.0010738823],"study_design_scores_gemma":[0.00039909573,0.000031588595,0.01142201,0.00025400426,0.00003835222,0.000014242927,0.00027200318,0.0018945257,0.9848392,0.0005942655,0.00008570862,0.00015502752],"about_ca_topic_score_codex":0.000048933354,"about_ca_topic_score_gemma":0.0000016295105,"teacher_disagreement_score":0.011340992,"about_ca_system_score_codex":0.0000624783,"about_ca_system_score_gemma":0.000022933395,"threshold_uncertainty_score":0.62317556},"labels":[],"label_agreement":null},{"id":"W200905936","doi":"10.1023/a:1024128822241","title":"Aspects of electrochemical behaviour of carbon steel in different Bayer plant solutions","year":2003,"lang":"en","type":"article","venue":"Journal of Applied Electrochemistry","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Cégep de Jonquière; Université Laval","funders":"","keywords":"Passivation; Electrochemistry; Oxide; Chemistry; Aluminium; Ion; Aluminium oxide; Inorganic chemistry; Anode; Carbon fibers; Porosity; Electrode; Chemical engineering; Materials science; Metallurgy; Physical chemistry; Layer (electronics); Composite material; Organic chemistry","score_opus":0.006766393165948599,"score_gpt":0.19264392575341774,"score_spread":0.18587753258746914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W200905936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905784,0.00042159748,0.00025429932,0.00000983959,0.000043630775,0.00006740363,0.0000033160445,0.0000145445365,0.008606928],"genre_scores_gemma":[0.9997277,0.000070641065,0.00013071494,0.0000046709774,0.00003646064,0.0000042735705,0.0000032015807,0.000016509424,0.000005772067],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864906,0.000012040926,0.00066218304,0.00011448044,0.00025936874,0.00030285082],"domain_scores_gemma":[0.9993814,0.000068401765,0.00019213375,0.00018127954,0.00007412549,0.000102630576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018499664,0.00017095862,0.00044814107,0.00008653882,0.000011825246,0.00000442427,0.0001565408,0.0001215187,0.000041236395],"category_scores_gemma":[0.000047401278,0.00015554616,0.0001295529,0.00018290088,0.000038078735,0.000019414034,0.000014326919,0.0005134016,1.8836909e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000088973255,0.00009315524,0.00092476676,0.00009961748,0.000022214195,0.0000038906737,0.000059965198,0.00007761528,0.99805504,0.00048807336,0.000051271825,0.000035417008],"study_design_scores_gemma":[0.0006604783,0.000059268543,0.0011176821,0.000045367095,0.000036914767,0.0000661699,0.00007719174,0.00023029213,0.9968776,0.0006744473,0.000027748816,0.00012684274],"about_ca_topic_score_codex":0.0000010680137,"about_ca_topic_score_gemma":0.0000048257225,"teacher_disagreement_score":0.009149315,"about_ca_system_score_codex":0.00019060452,"about_ca_system_score_gemma":0.00011030115,"threshold_uncertainty_score":0.63429886},"labels":[],"label_agreement":null},{"id":"W2009358449","doi":"10.1139/l07-117","title":"Influence of transverse crack width on reinforcement corrosion initiation and propagation in mortar beams","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Corrosion; Mortar; Ponding; Composite material; Chloride; Fracture mechanics; Transverse plane; Crack closure; Structural engineering; Metallurgy","score_opus":0.00936829606409087,"score_gpt":0.1805763416735371,"score_spread":0.17120804560944622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009358449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99425095,0.00013654046,0.005157257,0.000020415508,0.00011893895,0.00009261688,0.0000031663863,0.000010903893,0.00020919536],"genre_scores_gemma":[0.9997792,0.00009358752,0.000074386866,0.00001546261,0.00001921023,0.0000017350773,0.0000017431969,0.000011403477,0.0000032515716],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929893,0.000008103666,0.0003658981,0.000059812457,0.00012541548,0.00014183442],"domain_scores_gemma":[0.9995578,0.000032607673,0.000056341054,0.00008117371,0.00007213551,0.00019996475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015516668,0.00009478927,0.0001594802,0.00031141445,0.000023635981,0.000006840113,0.00006006688,0.000050387418,0.000026874366],"category_scores_gemma":[0.00010239046,0.00009956413,0.000031899635,0.00016782522,0.000024134295,0.00021452738,0.0000022703875,0.00017455418,7.718542e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000084810235,0.0000018063315,0.005478566,0.0000681768,0.0000022688662,0.000028858723,0.00081153313,0.9798247,0.0135186445,0.00004420729,0.000028731834,0.00018397546],"study_design_scores_gemma":[0.0020876538,0.0004945757,0.4536287,0.0014117659,0.000030190928,0.00022591936,0.00014192803,0.5060364,0.034166034,0.000053604188,0.0011940422,0.0005291674],"about_ca_topic_score_codex":0.00023506398,"about_ca_topic_score_gemma":0.008173139,"teacher_disagreement_score":0.47378832,"about_ca_system_score_codex":0.00015756451,"about_ca_system_score_gemma":0.000120451754,"threshold_uncertainty_score":0.45608035},"labels":[],"label_agreement":null},{"id":"W2011579960","doi":"10.1061/40690(2003)33","title":"Experimental Investigations of the Effect of Selected Admixtures on the Resistance of Concrete to Sulfuric Acid Attack","year":2003,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Sulfuric acid; Metakaolin; Silica fume; Compressive strength; Porosity; Materials science; Corrosion; Cement; Composite material; Polymer concrete; Metallurgy","score_opus":0.01224515311360975,"score_gpt":0.23350236617974654,"score_spread":0.2212572130661368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011579960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99172384,0.0001771508,0.00007127317,0.00007664034,0.00007867034,0.00034729776,0.000011129847,0.000033377066,0.0074806055],"genre_scores_gemma":[0.99960506,0.000001282955,0.00016169871,0.000055281747,0.000003838606,0.000021040349,7.8506827e-7,0.000008758529,0.00014223254],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992831,0.00016330667,0.00021834657,0.00009070071,0.00015222753,0.000092351416],"domain_scores_gemma":[0.9991425,0.0003606477,0.00004184412,0.00035930966,0.00005443224,0.00004124485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001827865,0.00009533689,0.00016698684,0.00002564592,0.00003143835,0.0000034339362,0.00014932924,0.00003610157,0.00019306115],"category_scores_gemma":[0.00066299824,0.000051673425,0.00006658761,0.00043412703,0.00009289282,0.000018085804,0.000018355717,0.000078216144,0.0000027086173],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028251483,0.0000017162323,0.0014458725,0.00004250245,0.000008471278,4.380268e-8,0.00025178987,0.00022131192,0.99325067,0.001987028,0.0027554866,0.0000068726454],"study_design_scores_gemma":[0.00018469332,0.00011125612,0.0042787986,0.00004043663,0.0000075100784,2.6389552e-7,0.000058495567,0.00016942024,0.9946753,0.000011341271,0.00040926388,0.000053243577],"about_ca_topic_score_codex":0.000005736544,"about_ca_topic_score_gemma":0.000015546293,"teacher_disagreement_score":0.007881226,"about_ca_system_score_codex":0.00002466821,"about_ca_system_score_gemma":0.000023099212,"threshold_uncertainty_score":0.21138841},"labels":[],"label_agreement":null},{"id":"W2014194810","doi":"10.1061/(asce)cr.1943-5495.0000019","title":"Effects of Mixed Corrosion, Freeze-Thaw Cycles, and Persistent Loads on Behavior of Reinforced Concrete Beams","year":2010,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Materials science; Durability; Corrosion; Compressive strength; Service life; Composite material; Drop (telecommunication); Cement; Elastic modulus; Deformation (meteorology); Water–cement ratio","score_opus":0.005587811877016519,"score_gpt":0.19202547890350077,"score_spread":0.18643766702648426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014194810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99533284,0.0004299739,0.0027752512,0.000026241456,0.0010614512,0.00021606381,0.000007966383,0.000044980225,0.000105240186],"genre_scores_gemma":[0.99863005,0.00014322216,0.0010701191,0.0000071229415,0.0000680936,0.0000070522287,9.580021e-7,0.000029446112,0.000043933967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99883884,0.000015747155,0.0005872817,0.000103042235,0.0002711981,0.0001838615],"domain_scores_gemma":[0.9988596,0.00031448028,0.0001967813,0.00025709523,0.0001739406,0.0001981341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023686718,0.00019022459,0.000470096,0.00023524997,0.000029862542,0.000014039783,0.00017688147,0.00014606479,0.000010319709],"category_scores_gemma":[0.00022287137,0.00017297598,0.00025678895,0.00016957217,0.000075247444,0.00010899691,0.000034291723,0.00045537902,6.466298e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035732894,0.0000063598454,0.0005547605,0.00030253985,0.000025682886,0.00001564671,0.00014085446,0.016849883,0.98087573,0.0007119704,0.0003090834,0.00017177887],"study_design_scores_gemma":[0.0018620215,0.0006605678,0.013949728,0.0007121912,0.00026565263,0.00015441922,0.00010799181,0.024079805,0.9560255,0.0000028097033,0.0018384728,0.00034084645],"about_ca_topic_score_codex":0.000007922943,"about_ca_topic_score_gemma":0.000001988826,"teacher_disagreement_score":0.024850214,"about_ca_system_score_codex":0.000033290216,"about_ca_system_score_gemma":0.000029424864,"threshold_uncertainty_score":0.70537555},"labels":[],"label_agreement":null},{"id":"W2014254613","doi":"10.1680/macr.2007.59.7.495","title":"The influence of binder type, cracking and cover on corrosion rates of steel in chloride-contaminated concrete","year":2007,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Fredericton","funders":"","keywords":"Corrosion; Materials science; Silica fume; Ground granulated blast-furnace slag; Cementitious; Cracking; Portland cement; Metallurgy; Concrete cover; Cement; Chloride; Slag (welding); Service life; Composite material","score_opus":0.032213141160345064,"score_gpt":0.32494016984287594,"score_spread":0.29272702868253087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014254613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955646,0.00061605376,0.00003715852,0.000043837557,0.00009132883,0.0004055642,0.000012532652,0.00002269102,0.003206232],"genre_scores_gemma":[0.99915534,0.00053453614,0.00003452234,0.000011289784,0.000014382769,0.0000057070633,0.0000038986886,0.000023001356,0.00021730826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99790186,0.00015721412,0.0006779244,0.0002232426,0.0006090981,0.00043063555],"domain_scores_gemma":[0.9958014,0.0028141038,0.00010490262,0.0004298248,0.00075172127,0.000098083394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035978896,0.00016018578,0.0003921548,0.0003046609,0.00006124821,0.000020113306,0.00027511586,0.0001326833,0.00004885899],"category_scores_gemma":[0.0014458337,0.0001256536,0.000048397993,0.00086470495,0.00058484543,0.000115047056,0.00014326714,0.00047999495,0.000014040861],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011032339,0.0000020882028,0.025101934,0.0002874062,0.000008655875,0.000008424188,0.00030244145,0.00064068224,0.97013944,0.0006222483,0.00017473577,0.0016087214],"study_design_scores_gemma":[0.0015925603,0.0006027321,0.2801037,0.00049498584,0.000008713771,0.000003874483,0.00030968434,0.0099751195,0.7046097,0.000081971324,0.0020136747,0.00020328056],"about_ca_topic_score_codex":0.00007941398,"about_ca_topic_score_gemma":0.00004005877,"teacher_disagreement_score":0.26552975,"about_ca_system_score_codex":0.0000682641,"about_ca_system_score_gemma":0.00007936051,"threshold_uncertainty_score":0.5124005},"labels":[],"label_agreement":null},{"id":"W2014382796","doi":"10.1061/41170(400)53","title":"A Polynomial Chaos Approach for Uncertainty Analysis of Chloride-Induced Corrosion in Concrete Structures","year":2011,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Serviceability (structure); Corrosion; Durability; Service life; Chloride; Polynomial chaos; Probabilistic logic; Structural engineering; Concrete cover; Reinforced concrete; Monte Carlo method; Materials science; Computer science; Environmental science; Engineering; Composite material; Metallurgy; Mathematics","score_opus":0.040386673676414464,"score_gpt":0.24138057276505714,"score_spread":0.20099389908864268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014382796","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9832693,0.000020458681,0.012894584,0.0000033690083,0.0001709501,0.0003792092,0.00004249069,0.00010597538,0.0031137043],"genre_scores_gemma":[0.9982265,0.0000046126365,0.0015929355,0.000023857428,0.000022415608,0.000043154592,0.000046417594,0.000014367452,0.000025708514],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904,0.000020573807,0.0003825717,0.00023151064,0.00010857984,0.00021672933],"domain_scores_gemma":[0.9994376,0.000077772,0.00004682822,0.00030609925,0.000055230463,0.000076472854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020269242,0.00015607606,0.00043812557,0.0002907099,0.000021641423,0.0000076004,0.000154774,0.000120161894,0.00027016547],"category_scores_gemma":[0.00006144471,0.00013329365,0.00020782372,0.00055710383,0.00003212991,0.00005911934,0.00003053276,0.00009995484,7.09858e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026829967,0.000049000377,0.045752343,0.00054620346,0.0005203116,0.0000041667276,0.009077077,0.04498017,0.88598037,0.0020827805,0.001131246,0.007193367],"study_design_scores_gemma":[0.00095288997,0.000085271604,0.022495175,0.000005474971,0.00021068545,6.866934e-7,0.00055577117,0.8175051,0.15783441,0.000031729287,0.00006090734,0.00026188124],"about_ca_topic_score_codex":0.0006432409,"about_ca_topic_score_gemma":0.0002885297,"teacher_disagreement_score":0.77252495,"about_ca_system_score_codex":0.00006032759,"about_ca_system_score_gemma":0.000020206373,"threshold_uncertainty_score":0.54355574},"labels":[],"label_agreement":null},{"id":"W2015046987","doi":"10.1016/j.engstruct.2013.03.020","title":"Crack width in concrete using artificial neural networks","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; Toronto Metropolitan University","funders":"","keywords":"Serviceability (structure); Artificial neural network; Structural engineering; Cover (algebra); Limit state design; Concrete cover; Computer science; Backpropagation; Reinforced concrete; Engineering; Artificial intelligence; Mechanical engineering","score_opus":0.009773099052867617,"score_gpt":0.20294509676007746,"score_spread":0.19317199770720986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015046987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9683817,0.0003166218,0.029469153,0.000021654863,0.0011028865,0.00020279638,0.0000029258877,0.00041601772,0.000086262175],"genre_scores_gemma":[0.9964987,0.0000048525912,0.0031573686,0.000044240638,0.00022901174,0.0000128357415,0.0000051775432,0.00004382412,0.000003999843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989969,0.00001512018,0.00029420696,0.00019180517,0.0001145411,0.0003874162],"domain_scores_gemma":[0.9995478,0.00006782653,0.000018464687,0.00023650135,0.000023581657,0.00010587327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006469063,0.00022406652,0.00022640816,0.00011067073,0.000031011037,0.00008217668,0.0001410174,0.00012231235,0.0003063448],"category_scores_gemma":[0.000056859415,0.00022477243,0.000062271785,0.00022681856,0.000024600688,0.00017261096,0.000034537177,0.00034279499,0.000008035519],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025228412,3.7896604e-7,0.00039558238,0.000025440006,0.0000047298236,0.0000043955038,0.00006191942,0.9765514,0.020026613,0.00037768928,0.00009355102,0.0024557794],"study_design_scores_gemma":[0.00012149469,0.000008040247,0.015898332,0.000013618513,0.0000042725724,0.000009416181,0.000015045159,0.9813464,0.0018947308,0.00031108715,0.00012943457,0.0002480781],"about_ca_topic_score_codex":0.00007794998,"about_ca_topic_score_gemma":0.0000038786843,"teacher_disagreement_score":0.028117007,"about_ca_system_score_codex":0.000076261174,"about_ca_system_score_gemma":0.000006305823,"threshold_uncertainty_score":0.9165954},"labels":[],"label_agreement":null},{"id":"W2015048779","doi":"10.4028/www.scientific.net/amr.785-786.204","title":"The Effect of Curing Conditions on Mechanical Properties and Durability of Concrete","year":2013,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Durability; Curing (chemistry); Materials science; Composite material; Properties of concrete; Compressive strength","score_opus":0.034265656631895666,"score_gpt":0.30829062682755726,"score_spread":0.2740249701956616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015048779","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987124,0.00013848601,0.0000070315104,0.000079668294,0.00012453715,0.00071360514,0.00002245488,0.000041449483,0.0001603236],"genre_scores_gemma":[0.99957734,0.00014201719,0.000035006295,0.000001805124,0.0000123851805,0.00019774846,0.0000019538963,0.000011757376,0.000019991292],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988047,0.00031726027,0.0002833756,0.00013880305,0.00023335316,0.00022249244],"domain_scores_gemma":[0.99832714,0.0011165127,0.000026107295,0.00032831944,0.00014421398,0.00005771632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010870816,0.000087854816,0.00022986042,0.0000387681,0.000107522595,0.000032169417,0.00013291759,0.000046419715,0.00019224954],"category_scores_gemma":[0.00095124805,0.000052931548,0.000026193136,0.000088382716,0.0003244599,0.00009765193,0.000090443806,0.00012290881,0.000014882612],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009649656,0.0000012196442,0.00006268994,0.00032245755,0.000005248425,1.6783423e-7,0.000030275794,0.000051436815,0.99760526,0.0004566845,0.00002717941,0.0013409061],"study_design_scores_gemma":[0.0002988523,0.00033617782,0.0014309293,0.00007786566,0.0000022863899,7.9693774e-7,0.00006333687,0.0002784629,0.9969038,0.0004737924,0.00008210691,0.00005160484],"about_ca_topic_score_codex":0.000057565412,"about_ca_topic_score_gemma":0.00000345977,"teacher_disagreement_score":0.0013682394,"about_ca_system_score_codex":0.00002732117,"about_ca_system_score_gemma":0.000009270172,"threshold_uncertainty_score":0.2158486},"labels":[],"label_agreement":null},{"id":"W2015078341","doi":"10.1617/s11527-006-9127-7","title":"Prediction of the long-term durability of lightweight aggregate concrete mixtures under severe marine environment","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Durability; Aggregate (composite); Term (time); Solid mechanics; Structural engineering; Engineering; Forensic engineering; Geotechnical engineering; Materials science; Environmental science; Composite material","score_opus":0.0066738515308146645,"score_gpt":0.17557201287951055,"score_spread":0.1688981613486959,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015078341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998626,0.00027230958,0.000042345153,0.000033649485,0.00038941196,0.0001948569,0.00021431175,0.00003391826,0.00019321167],"genre_scores_gemma":[0.9997141,0.00008397735,0.000059151556,0.000009297859,0.000060362603,0.0000047049994,0.000024782297,0.000010554428,0.000033110933],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99920857,0.00005486306,0.00034599437,0.00014549105,0.00013272096,0.000112382986],"domain_scores_gemma":[0.9995648,0.000029330486,0.00008527968,0.0002770942,0.000016767113,0.00002671773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000930252,0.0001390929,0.0002473032,0.000018868008,0.000042846652,0.000018854933,0.000091399794,0.000088847235,0.0007259719],"category_scores_gemma":[0.0000084300955,0.00008862316,0.000050683586,0.000031170814,0.0001448116,0.000037728045,0.000083051884,0.000050033294,3.969394e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042046377,0.000002241145,0.0359647,0.0002801395,0.0000143597645,4.3456762e-7,0.00005145889,0.00030205763,0.96248215,0.00041909714,0.00007174453,0.00036954807],"study_design_scores_gemma":[0.00016759578,0.000012148452,0.5234344,0.000012248852,0.000015185526,0.0000050377475,0.0000032111193,0.000026347367,0.47440872,0.0018291408,0.00003623695,0.000049701164],"about_ca_topic_score_codex":0.000089113346,"about_ca_topic_score_gemma":0.000012536281,"teacher_disagreement_score":0.48807344,"about_ca_system_score_codex":0.000020500622,"about_ca_system_score_gemma":0.0000056517706,"threshold_uncertainty_score":0.7948883},"labels":[],"label_agreement":null},{"id":"W2017201971","doi":"10.1088/0964-1726/22/7/075019","title":"A wireless embedded passive sensor for monitoring the corrosion potential of reinforcing steel","year":2013,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Corrosion; Corrosion monitoring; Materials science; Capacitance; Electromagnetic coil; Resonator; Electrode; Electrical engineering; Optoelectronics; Composite material; Engineering","score_opus":0.007654765133116845,"score_gpt":0.21050961942127622,"score_spread":0.20285485428815936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017201971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99717015,0.000057126254,0.0008080056,0.000033852793,0.0013877688,0.00042019095,0.00004269342,0.000053835465,0.000026388045],"genre_scores_gemma":[0.9993474,0.000026348593,0.0003534908,0.000009789012,0.00017241936,0.00004382571,0.0000060994485,0.000015180163,0.000025484496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936885,0.000023287923,0.0002472491,0.0001145966,0.00008679704,0.00015920728],"domain_scores_gemma":[0.9996056,0.00006401732,0.00005453217,0.00016558274,0.00006833121,0.000041963012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076827244,0.00012499769,0.00020922456,0.00002275854,0.000103212515,0.00008975674,0.00007625184,0.0000697117,0.000108985245],"category_scores_gemma":[0.000028486786,0.000080424616,0.00004178162,0.000029026245,0.00004648985,0.00007688181,0.000038451508,0.000043930544,0.0000012228419],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030668627,6.8329433e-7,0.00025103186,0.00014919152,0.0000053573767,2.5175e-7,0.00024496394,0.00025768988,0.99585825,0.00012523215,0.00015099105,0.0029257054],"study_design_scores_gemma":[0.000376444,0.00004493392,0.030963274,0.000038073853,0.000020780972,0.000004800162,0.00061339204,0.003291087,0.9636325,0.0007699691,0.00010579049,0.00013891059],"about_ca_topic_score_codex":0.000053607822,"about_ca_topic_score_gemma":0.0000029028877,"teacher_disagreement_score":0.03222569,"about_ca_system_score_codex":0.000009585605,"about_ca_system_score_gemma":0.0000064589294,"threshold_uncertainty_score":0.32796207},"labels":[],"label_agreement":null},{"id":"W2017499602","doi":"10.1016/j.cemconres.2008.11.001","title":"Chloride-induced corrosion products of steel in cracked-concrete subjected to different loading conditions","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":193,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Ministère des Transports; Cement Association of Canada","keywords":"Rebar; Corrosion; Materials science; Portland cement; Composite material; Cement; Chloride; Aggregate (composite); Metallurgy","score_opus":0.08262807322460028,"score_gpt":0.3166611569801605,"score_spread":0.23403308375556023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017499602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971842,0.00023345121,0.000033640925,0.00021748552,0.00022625623,0.0009795745,0.000025030295,0.00009745211,0.001002913],"genre_scores_gemma":[0.99908966,0.00035131848,0.000037043876,0.000024518074,0.00006573877,0.0001320347,0.00003433725,0.000029113897,0.00023622866],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99774057,0.00015941895,0.00048931554,0.00043265536,0.0005855462,0.0005925128],"domain_scores_gemma":[0.998606,0.00033425685,0.00003515737,0.0004329802,0.0003267947,0.0002647697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069109147,0.00021792299,0.00039633582,0.0004522843,0.0001964049,0.00003392844,0.0002108756,0.000107138585,0.00018418052],"category_scores_gemma":[0.00037463623,0.00020677042,0.000050973464,0.00081111846,0.00016124958,0.00014061209,0.00018919827,0.00044990418,0.000031295418],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000153408,0.0000034816646,0.008817454,0.00015970743,0.0000074811555,0.000017918124,0.001076745,0.000012449531,0.9886164,0.00020480815,0.0005253258,0.00040482337],"study_design_scores_gemma":[0.0014105283,0.00041268702,0.04937111,0.00022432093,0.00000950676,0.000012872338,0.00069463823,0.004266511,0.9422829,0.000039611135,0.0009230254,0.000352285],"about_ca_topic_score_codex":0.00008321248,"about_ca_topic_score_gemma":0.000028711072,"teacher_disagreement_score":0.046333496,"about_ca_system_score_codex":0.00018312919,"about_ca_system_score_gemma":0.000082235245,"threshold_uncertainty_score":0.8431853},"labels":[],"label_agreement":null},{"id":"W2017925602","doi":"10.1016/j.cemconres.2014.10.007","title":"Development of chloride-induced corrosion in pre-cracked RC beams under sustained loading: Effect of load-induced cracks, concrete cover, and exposure conditions","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Corrosion; Materials science; Concrete cover; Cracking; Chloride; Casting; Reinforced concrete; Composite material; Metallurgy; Ultimate tensile strength","score_opus":0.030722548729511186,"score_gpt":0.30865038873605766,"score_spread":0.27792784000654647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017925602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99719363,0.00027885273,0.00037700174,0.00005249254,0.00013918869,0.0010288378,0.000011685318,0.000056665165,0.0008616396],"genre_scores_gemma":[0.99948555,0.00010830704,0.00007413372,0.000013648828,0.00003066847,0.00010321586,0.00003935305,0.000031901563,0.000113197595],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972206,0.00034280086,0.0007181894,0.00043009207,0.0007296154,0.00055874814],"domain_scores_gemma":[0.9978182,0.0011135867,0.00009663066,0.00038771972,0.00033933233,0.0002445345],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0029212297,0.00028692072,0.0006143726,0.00028687436,0.00016541594,0.00005044701,0.00019656245,0.00020639114,0.00014128946],"category_scores_gemma":[0.00047180356,0.00026529358,0.000063097126,0.0004202443,0.00021386953,0.00015873126,0.00022548668,0.00043930553,0.000007774097],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006489038,0.00000441278,0.0050387857,0.000867729,0.00003231508,0.0000036873992,0.0018564749,0.000032801992,0.9880862,0.0004926957,0.00009717305,0.0028388102],"study_design_scores_gemma":[0.0058615124,0.001417244,0.011293618,0.00044398007,0.00003609182,0.0000044548865,0.0012721152,0.019794116,0.9584334,0.00008699485,0.00089595607,0.00046050196],"about_ca_topic_score_codex":0.00007478044,"about_ca_topic_score_gemma":0.000020723235,"teacher_disagreement_score":0.029652795,"about_ca_system_score_codex":0.00024646657,"about_ca_system_score_gemma":0.00019168932,"threshold_uncertainty_score":0.9999799},"labels":[],"label_agreement":null},{"id":"W2019041512","doi":"10.1016/s0011-9164(01)00287-9","title":"Performance of reinforced thermosetting resin pipe systems in desalination applications: a long-term solution to corrosion — the Arabian Gulf example","year":2001,"lang":"en","type":"article","venue":"Desalination","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Future Earth","funders":"","keywords":"Piping; Corrosion; Desalination; Corrosion monitoring; Thermosetting polymer; Fibre-reinforced plastic; Engineering; Service life; Civil engineering; Forensic engineering; Process engineering; Environmental science; Materials science; Environmental engineering; Metallurgy; Mechanical engineering; Composite material; Structural engineering; Chemistry","score_opus":0.021931206882107684,"score_gpt":0.24399546216817913,"score_spread":0.22206425528607146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019041512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8552948,0.00017333923,0.1427607,0.000101556594,0.00016882834,0.0010174757,0.000003705685,0.00013959629,0.00034001115],"genre_scores_gemma":[0.99908406,0.00013496775,0.00022059125,0.000028143953,0.0000622243,0.00030799638,0.00007189554,0.000021977185,0.00006816834],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869937,0.00008861808,0.0005287682,0.00020469134,0.00026937178,0.00020917799],"domain_scores_gemma":[0.9991344,0.00013476139,0.00011897049,0.00037588895,0.00018584752,0.00005008612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092842436,0.00013939633,0.00016270686,0.00019396498,0.00011777048,0.000043760443,0.00018448096,0.000105004874,0.000012501869],"category_scores_gemma":[0.00010337626,0.00012338914,0.000039832157,0.0007068513,0.000030879848,0.0002506936,0.000030931347,0.00013541465,0.000021074],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021813998,0.000055421282,0.085607775,0.00063749246,0.000007846242,0.0000019535835,0.002444132,0.1853505,0.5421848,0.0032061487,0.00011321497,0.18017253],"study_design_scores_gemma":[0.00047255255,0.000073631745,0.2653925,0.00023977506,0.000012374491,0.00000921952,0.00012913889,0.71736354,0.015545673,0.00003536017,0.00050776196,0.00021844929],"about_ca_topic_score_codex":0.00012364061,"about_ca_topic_score_gemma":0.00014198231,"teacher_disagreement_score":0.53201306,"about_ca_system_score_codex":0.00025723653,"about_ca_system_score_gemma":0.000021417176,"threshold_uncertainty_score":0.5031663},"labels":[],"label_agreement":null},{"id":"W2019747039","doi":"10.1139/l06-153","title":"Fatigue strength of fibre-reinforced-polymer-repaired beams subjected to mild corrosion","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Waterloo","keywords":"Fibre-reinforced plastic; Corrosion; Materials science; Flexural strength; Spall; Composite material; Bond strength; Ultimate tensile strength; Structural engineering; Concrete cover; Reinforced concrete; Tension (geology); Adhesive; Engineering; Layer (electronics)","score_opus":0.011366705762409465,"score_gpt":0.20464621736482466,"score_spread":0.1932795116024152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019747039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84532285,0.0009705212,0.1506242,0.00005078417,0.0015562772,0.00015694376,0.00003154562,0.00010127846,0.0011856045],"genre_scores_gemma":[0.99915177,0.000010420506,0.0005562888,0.000031807067,0.00013318667,0.0000012048442,0.0000045447464,0.00004414472,0.000066663946],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984055,0.000009566915,0.00074054505,0.00011647987,0.00023621632,0.0004916525],"domain_scores_gemma":[0.9981971,0.000130455,0.000095467534,0.0002621874,0.00018548408,0.0011293108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041057795,0.00022265542,0.00037397572,0.0006527691,0.00004364945,0.000027241314,0.0002675312,0.00012423024,0.00024397878],"category_scores_gemma":[0.00027999477,0.00023703258,0.0001705059,0.00054792146,0.000026874874,0.00015829573,0.000013669565,0.00030360938,0.0000042824277],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005989303,0.000006850464,0.0020592287,0.00030169624,0.0000542158,0.00016419661,0.0020717275,0.5710018,0.41600144,0.00048960734,0.004058348,0.0037309332],"study_design_scores_gemma":[0.0020428242,0.00060776947,0.025779339,0.0016510668,0.00010830645,0.00032579637,0.0006647344,0.12692727,0.8258203,0.000013764318,0.014648685,0.0014101003],"about_ca_topic_score_codex":0.00063570944,"about_ca_topic_score_gemma":0.03134007,"teacher_disagreement_score":0.4440746,"about_ca_system_score_codex":0.00026479224,"about_ca_system_score_gemma":0.00023083364,"threshold_uncertainty_score":0.98633546},"labels":[],"label_agreement":null},{"id":"W2020880276","doi":"10.1139/l06-082","title":"Load and resistance data for precast stringer highway bridges","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Precast concrete; Structural engineering; Stringer; Engineering; Axle; Deck; Axle load; Deflection (physics); Ultimate tensile strength; Bending moment; Geotechnical engineering; Materials science; Composite material","score_opus":0.01437530536244456,"score_gpt":0.1923995705398516,"score_spread":0.17802426517740705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020880276","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70141816,0.050377823,0.23138666,0.0009966282,0.0048415815,0.00069181144,0.0012076327,0.00031894984,0.008760723],"genre_scores_gemma":[0.9984409,0.0000315234,0.001093886,0.000008984435,0.00027231232,0.0000018363761,0.000007883554,0.000027137925,0.00011552581],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99926823,0.0000046904534,0.00027485992,0.000113147034,0.000085359316,0.000253727],"domain_scores_gemma":[0.99922806,0.00008562958,0.000037325277,0.00026304074,0.000097247765,0.00028867763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027767263,0.000119638884,0.00018197545,0.00011976656,0.000041413554,0.00007084177,0.0002307257,0.00005105317,0.00003264924],"category_scores_gemma":[0.00016810306,0.00012708483,0.000037785252,0.000086314234,0.000020627314,0.00022019642,0.000013082261,0.0001407384,7.068207e-7],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000115522096,0.000023774739,0.0134872785,0.0030370657,0.00024366518,0.0003320752,0.0008753947,0.48120263,0.040824696,0.0069422717,0.44095168,0.011963949],"study_design_scores_gemma":[0.0010872763,0.00004441567,0.026063424,0.0004306213,0.000060958235,0.00012818964,0.000043700333,0.11023942,0.0013615511,0.0002355914,0.85973394,0.0005709395],"about_ca_topic_score_codex":0.00030361567,"about_ca_topic_score_gemma":0.19144058,"teacher_disagreement_score":0.41878223,"about_ca_system_score_codex":0.00017173021,"about_ca_system_score_gemma":0.00019029828,"threshold_uncertainty_score":0.82331353},"labels":[],"label_agreement":null},{"id":"W2021198047","doi":"10.1016/j.cemconres.2011.11.013","title":"The effect of SCMs on the corrosion of rebar embedded in mortars subjected to an acetic acid attack","year":2011,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Corrosion; Materials science; Metakaolin; Mortar; Ground granulated blast-furnace slag; Portland cement; Rebar; Cementitious; Cement; Composite material; Metallurgy","score_opus":0.08890521758240431,"score_gpt":0.33302076628238964,"score_spread":0.2441155486999853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021198047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99711984,0.00021177044,0.000015690293,0.00006111562,0.00006569547,0.00078367704,0.000004846318,0.000020984404,0.0017163864],"genre_scores_gemma":[0.999674,0.0001561112,0.000013385055,0.000010572151,0.000010812818,0.00006987648,0.0000028113172,0.000013572173,0.000048863254],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983487,0.0004615353,0.0002732531,0.00018937542,0.0004098551,0.00031729616],"domain_scores_gemma":[0.9985817,0.00067099027,0.000024845052,0.0005156234,0.00010109701,0.00010572866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024715585,0.0001182914,0.00020421513,0.00010755731,0.00010403063,0.000020457519,0.00029694042,0.000058635782,0.00013934287],"category_scores_gemma":[0.00032846702,0.000067131856,0.000040878687,0.00038480238,0.00020681428,0.000041725863,0.00011674884,0.00027787354,0.000010563537],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013873993,0.0000066969214,0.01659867,0.00018408008,0.000013676953,0.0000038415487,0.0030405363,0.000030320947,0.96902496,0.00047795085,0.0006142582,0.0086175855],"study_design_scores_gemma":[0.0009830664,0.0028566327,0.027868843,0.00018681948,0.000010993974,7.6280344e-7,0.0012770087,0.008467539,0.9577588,0.000044258457,0.00038896894,0.0001563068],"about_ca_topic_score_codex":0.000074680334,"about_ca_topic_score_gemma":0.00005754178,"teacher_disagreement_score":0.011270174,"about_ca_system_score_codex":0.00004055735,"about_ca_system_score_gemma":0.000020895252,"threshold_uncertainty_score":0.27375576},"labels":[],"label_agreement":null},{"id":"W2021473479","doi":"10.1016/j.corsci.2010.11.025","title":"Microscopic investigation of mill scale and its proposed effect on the variability of chloride-induced depassivation of carbon steel rebar","year":2010,"lang":"en","type":"article","venue":"Corrosion Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Rebar; Chloride; Mill scale; Corrosion; Carbon steel; Metallurgy; Materials science; Mill; Scanning electron microscope; Pitting corrosion; Composite material; Chemistry","score_opus":0.012809485214691564,"score_gpt":0.2332576278177844,"score_spread":0.22044814260309284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021473479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99863786,0.0000093196095,0.00008181282,0.000045857396,0.00048326093,0.0004784672,0.000005318471,0.000024987788,0.00023312125],"genre_scores_gemma":[0.9998774,0.0000035853911,0.00008024313,0.000010540992,0.000009457478,0.000008387522,0.0000011115994,0.0000058452533,0.000003426826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99884915,0.000075854194,0.0003471162,0.00024222191,0.0003573259,0.00012832311],"domain_scores_gemma":[0.9986317,0.00046481506,0.00013799797,0.00043866615,0.00025483442,0.00007194694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018965647,0.000107977,0.00020380829,0.000092682174,0.000070389724,0.000011656643,0.00024313024,0.00007459114,0.000011974496],"category_scores_gemma":[0.0015690046,0.0000740972,0.000032125055,0.0006060286,0.00043169383,0.000114771436,0.00006702003,0.00017114218,5.3927727e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023967896,0.000006681248,0.03794496,0.00011895882,2.7580748e-7,3.573725e-8,0.00023728242,0.000023276758,0.96110815,0.00013226064,0.0000016006868,0.00040252137],"study_design_scores_gemma":[0.00016423942,0.0001507867,0.120578535,0.000068412344,0.0000057795974,6.2029756e-7,0.000016326776,0.019956887,0.858902,0.000097877826,0.0000017853444,0.00005676375],"about_ca_topic_score_codex":0.000021725587,"about_ca_topic_score_gemma":0.000017098844,"teacher_disagreement_score":0.10220619,"about_ca_system_score_codex":0.00002998516,"about_ca_system_score_gemma":0.0000865413,"threshold_uncertainty_score":0.30215964},"labels":[],"label_agreement":null},{"id":"W2022313299","doi":"10.1680/coma.2007.160.1.25","title":"Using concrete admixtures for sulphuric acid resistance","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Construction Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":116,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Compressive strength; Metakaolin; Silica fume; Materials science; Porosity; Cement; Composite material","score_opus":0.015039965946984151,"score_gpt":0.230698689724159,"score_spread":0.21565872377717485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022313299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9788223,0.00018789727,0.016614504,0.000032134943,0.0022751256,0.0004614214,0.000087057415,0.00015368205,0.0013659056],"genre_scores_gemma":[0.99049425,0.000025708356,0.009304437,0.000009414954,0.00011702986,0.000010818786,0.0000027133578,0.000018453415,0.000017182068],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987933,0.000004530147,0.0006203717,0.00015945721,0.00020830847,0.00021405642],"domain_scores_gemma":[0.9991791,0.00004438059,0.00023763078,0.00012186755,0.00035983967,0.000057168338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061677507,0.0001753434,0.00032081103,0.00014586354,0.00008728538,0.000025104348,0.0001982767,0.00013173759,0.000045688063],"category_scores_gemma":[0.00034110324,0.00015207504,0.00011327112,0.0002909031,0.0002813999,0.00024651067,0.000031560798,0.00007552418,4.969416e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011616828,0.0000016553076,0.00012452612,0.00066450564,0.00002063192,5.8776852e-8,0.00011164226,0.00045350887,0.9758585,0.022370612,0.00015844278,0.00011975242],"study_design_scores_gemma":[0.00045233665,0.000015354119,0.0003111529,0.00018936588,0.000046020257,0.000016298301,0.00021536363,0.00044907987,0.9960264,0.0008058948,0.0013145832,0.00015815695],"about_ca_topic_score_codex":0.0000059566087,"about_ca_topic_score_gemma":0.0000065672693,"teacher_disagreement_score":0.021564718,"about_ca_system_score_codex":0.000102757745,"about_ca_system_score_gemma":0.00004220179,"threshold_uncertainty_score":0.620144},"labels":[],"label_agreement":null},{"id":"W2025796328","doi":"10.2495/ecor070301","title":"A reactive transport model for evaluating the long-term performance of stainless steels in concrete","year":2007,"lang":"en","type":"article","venue":"WIT transactions on engineering sciences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Bridge (graph theory); Service life; Service (business); Reinforced concrete; Forensic engineering; Materials science; Term (time); Component (thermodynamics); Computer science; Engineering; Composite material; Business","score_opus":0.03911178160692536,"score_gpt":0.2911552982376405,"score_spread":0.25204351663071517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025796328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5866207,0.0000260301,0.41288245,0.0000113454535,0.00010330234,0.00022888248,0.000011206305,0.000048715778,0.00006736666],"genre_scores_gemma":[0.997868,0.000013724882,0.002008393,0.000008182201,0.000008871512,0.00005264985,8.315257e-7,0.000013917446,0.000025430785],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989436,0.000007860676,0.00031439078,0.00019021565,0.00025479984,0.0002890993],"domain_scores_gemma":[0.9994046,0.00030127488,0.000028983502,0.0001666325,0.000051085754,0.00004741545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012730885,0.00013766464,0.00016809365,0.00016955515,0.00010386344,0.0000120086115,0.00020791768,0.00005190422,0.000008666188],"category_scores_gemma":[0.000017716711,0.00011010363,0.00007531343,0.00045576546,0.00010703711,0.00015165407,0.0000012003981,0.00018247633,5.066464e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045905417,0.000005091554,0.0007171494,0.000099779005,0.0000056134663,3.1487266e-7,0.00090640836,0.95675474,0.037268795,0.000056694666,1.4564125e-7,0.004139336],"study_design_scores_gemma":[0.00027269297,0.00017503224,0.009265595,0.00009559083,0.0000126197165,0.0000022957306,0.00016803495,0.9517106,0.038161315,0.000005749937,0.0000015445363,0.00012896473],"about_ca_topic_score_codex":0.0000065341537,"about_ca_topic_score_gemma":0.0000436971,"teacher_disagreement_score":0.4112473,"about_ca_system_score_codex":0.00007687769,"about_ca_system_score_gemma":0.000049026916,"threshold_uncertainty_score":0.44898957},"labels":[],"label_agreement":null},{"id":"W2026195249","doi":"10.1016/j.cemconres.2004.05.047","title":"Performance of concrete wharves constructed between 1901 and 1928 at the Port of Montréal","year":2004,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Port (circuit theory); Materials science; Composite material; Geotechnical engineering; Engineering; Mechanical engineering","score_opus":0.03327887125463294,"score_gpt":0.27091141068026614,"score_spread":0.2376325394256332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026195249","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993548,0.0026729554,0.000010824264,0.00013880245,0.000041397187,0.0003355454,0.000038959915,0.000026387384,0.0031871735],"genre_scores_gemma":[0.99755126,0.0022130478,0.00005133668,0.000007715639,0.000029183895,0.000014754318,0.000014253458,0.000011975813,0.000106472355],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99870473,0.00006772415,0.00033961324,0.00018794347,0.00040324347,0.00029675875],"domain_scores_gemma":[0.9991391,0.000260039,0.00004351456,0.00027926112,0.00015992038,0.0001182154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008192636,0.0001262497,0.00027640047,0.00008032615,0.00014160854,0.000022256721,0.00013772046,0.000071600516,0.00015060621],"category_scores_gemma":[0.000057933114,0.00009410275,0.000039986677,0.00019670514,0.0007935446,0.00008993721,0.00020988897,0.00022301065,0.0000039585825],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000475607,0.00000229331,0.47742942,0.0014006163,0.00021388524,0.000007087623,0.0024574683,0.00008084824,0.47693756,0.0015457142,0.0007674674,0.038682044],"study_design_scores_gemma":[0.0077170297,0.0016994787,0.3473854,0.0006190897,0.00014199835,0.00004113871,0.003937513,0.0119874645,0.6147475,0.0002857113,0.01058726,0.0008503485],"about_ca_topic_score_codex":0.00026215392,"about_ca_topic_score_gemma":0.00002158696,"teacher_disagreement_score":0.13780999,"about_ca_system_score_codex":0.00005122521,"about_ca_system_score_gemma":0.000051652663,"threshold_uncertainty_score":0.38373986},"labels":[],"label_agreement":null},{"id":"W2026666992","doi":"10.1617/s11527-005-9026-3","title":"Interactive Effects of Fly Ash and CNI on Corrosion of Reinforced High-Performance Concrete","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Fly ash; Solid mechanics; Corrosion; Materials science; Composite material; Metallurgy; Forensic engineering; Geotechnical engineering; Engineering","score_opus":0.002589606685280293,"score_gpt":0.17959393115576566,"score_spread":0.17700432447048536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026666992","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999112,0.00007866344,0.00003336192,0.0000031475179,0.00041265177,0.00013260146,0.000031336866,0.000029351255,0.00016684776],"genre_scores_gemma":[0.99978083,0.000047416113,0.000088836015,0.000011312347,0.000030774005,0.0000032749178,0.0000097398615,0.000008228766,0.000019585426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995233,0.00001991207,0.00020733356,0.00009678125,0.000069293026,0.000083410814],"domain_scores_gemma":[0.9997091,0.000082990366,0.00005742343,0.000104150065,0.000023769202,0.000022558497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049172,0.000108028085,0.00024879107,0.000035146386,0.000023161714,0.00001705324,0.00003559637,0.00005767195,0.00004674688],"category_scores_gemma":[0.000020522826,0.00008370191,0.000013249855,0.00002653184,0.00005711788,0.000052752006,0.000025792853,0.000037411628,3.7194357e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013064271,3.4384487e-7,0.00022342926,0.00046912907,0.000002660607,5.347688e-7,0.0000906646,0.00020248364,0.99747896,0.0007797847,0.000052486383,0.00056887855],"study_design_scores_gemma":[0.00039911087,0.00014200801,0.08182908,0.00008523757,0.000008665313,0.0000021226494,0.000008995744,0.00048096493,0.9167524,0.00019092865,0.000022058663,0.00007842474],"about_ca_topic_score_codex":0.00007252041,"about_ca_topic_score_gemma":0.0000015672316,"teacher_disagreement_score":0.08160565,"about_ca_system_score_codex":0.000007205604,"about_ca_system_score_gemma":0.0000029082885,"threshold_uncertainty_score":0.34132648},"labels":[],"label_agreement":null},{"id":"W2028480943","doi":"10.1061/(asce)1090-0268(2001)5:4(228)","title":"CFRP-Strengthened and Corroded RC Beams under Monotonic and Fatigue Loads","year":2001,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":122,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Corrosion; Reinforced concrete; Composite material; Flexural strength; Reinforcement; Structural engineering; Carbon fiber reinforced polymer","score_opus":0.01318546569550394,"score_gpt":0.22758588051659281,"score_spread":0.21440041482108887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028480943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92848545,0.0008242589,0.06970101,0.00012533533,0.00046449108,0.00011814841,0.0000043845353,0.000035116365,0.00024178432],"genre_scores_gemma":[0.9912698,0.00039626213,0.008202012,0.000023474311,0.000075005926,0.0000021633962,0.0000021405294,0.000011399097,0.000017704104],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993745,0.000017990724,0.00031662273,0.000085352454,0.00009098049,0.00011454105],"domain_scores_gemma":[0.9994769,0.0001326043,0.000102829355,0.00008053924,0.000108957254,0.00009818817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012301985,0.00010996456,0.0002088802,0.00009660669,0.00006895572,0.000052934705,0.00004744427,0.000064403874,0.00001805637],"category_scores_gemma":[0.000022276248,0.000099976474,0.00005681838,0.00007327375,0.00008224379,0.0001835205,0.000012982205,0.0001250403,4.621966e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00076107157,0.000043917593,0.036029227,0.00021359733,0.0001645538,0.0000099668305,0.00064706366,0.011393447,0.6404866,0.0023788097,0.00048288342,0.30738887],"study_design_scores_gemma":[0.01638153,0.00258631,0.07468643,0.00066762365,0.0008284952,0.014362446,0.00221548,0.59987885,0.23250388,0.030361725,0.023680886,0.0018463347],"about_ca_topic_score_codex":0.0000017260643,"about_ca_topic_score_gemma":0.0000035075027,"teacher_disagreement_score":0.5884854,"about_ca_system_score_codex":0.000042345226,"about_ca_system_score_gemma":0.0000148178115,"threshold_uncertainty_score":0.40769222},"labels":[],"label_agreement":null},{"id":"W2030269551","doi":"10.1061/(asce)cr.1943-5495.0000079","title":"New Method for Climate Change Resilience Rating of Highway Bridges","year":2014,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University; Stantec (Canada)","funders":"British Mass Spectrometry Society; Natural Sciences and Engineering Research Council of Canada; Northwestern University","keywords":"Climate change; Scope (computer science); Bridge (graph theory); Abutment; Resilience (materials science); Environmental science; Vulnerability (computing); Permafrost; Flooding (psychology); Environmental resource management; Civil engineering; Asset management; Transport engineering; Engineering; Computer science; Business; Geology","score_opus":0.02007554341006018,"score_gpt":0.2639817666083099,"score_spread":0.24390622319824973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030269551","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024752427,0.0005478094,0.9734665,0.0002174831,0.0006681366,0.00015108362,0.0000037137797,0.000077827535,0.0001150045],"genre_scores_gemma":[0.86046255,0.00015363979,0.13888921,0.000021039388,0.0004115755,0.000007776737,3.578519e-7,0.00002837245,0.000025489551],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999054,0.000020819718,0.00047151285,0.000084796404,0.00015624698,0.00021259884],"domain_scores_gemma":[0.9989742,0.00043905206,0.00014237445,0.00018141944,0.00012453752,0.00013839429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065704645,0.00012597421,0.00032515838,0.00016270805,0.000032673906,0.000018720737,0.00017797526,0.00006151428,0.0000049809228],"category_scores_gemma":[0.00033660707,0.000116893854,0.00016601277,0.00017412583,0.000009721427,0.0001736143,0.000022675513,0.00015979933,6.1451044e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006709514,0.0000198758,0.00057293253,0.0012406928,0.000055617194,0.000005717725,0.00086900004,0.42292216,0.50365394,0.028437076,0.0040203454,0.038135532],"study_design_scores_gemma":[0.0009046684,0.00021390202,0.0021316053,0.00060098333,0.00006146418,0.000066327404,0.000073060706,0.8641809,0.0871825,0.00008200191,0.044222485,0.00028007998],"about_ca_topic_score_codex":0.0000046373452,"about_ca_topic_score_gemma":0.0000026089758,"teacher_disagreement_score":0.8357101,"about_ca_system_score_codex":0.000045717043,"about_ca_system_score_gemma":0.000020045672,"threshold_uncertainty_score":0.4766793},"labels":[],"label_agreement":null},{"id":"W2030380726","doi":"10.1061/(asce)cc.1943-5614.0000264","title":"Flexural Performance of Steel Girders Retrofitted Using CFRP Materials","year":2011,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Materials science; Flange; Flexural strength; Structural engineering; Beam (structure); Retrofitting; Ductility (Earth science); Composite material; Carbon fiber reinforced polymer; Girder; Bending; Composite number; Engineering","score_opus":0.028413866473134097,"score_gpt":0.2214629941555942,"score_spread":0.1930491276824601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030380726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912613,0.00007220569,0.0070497985,0.0000042841084,0.0012905515,0.000105868305,0.000009455363,0.000025074109,0.00018145662],"genre_scores_gemma":[0.97165984,0.000018447601,0.028227108,0.000004577246,0.00007224404,7.4985337e-7,0.00000156448,0.000011396749,0.000004094785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99919206,0.000020995461,0.0005145676,0.000052941396,0.00011129769,0.000108159824],"domain_scores_gemma":[0.99935293,0.000032176875,0.0002487146,0.00009240715,0.0002282053,0.00004555829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019065454,0.00009164911,0.00025034745,0.00011958724,0.0000398292,0.000012579349,0.00008656305,0.00005661358,0.0000929185],"category_scores_gemma":[0.000018377845,0.00008362141,0.00008411609,0.000085020736,0.000070214235,0.00024578616,0.000010285534,0.00007796891,6.991045e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027793105,0.0000061840956,0.008112601,0.00012833063,0.000027879221,4.5063618e-7,0.00015707633,0.000508586,0.98750794,0.00006092352,0.000022076376,0.0031900296],"study_design_scores_gemma":[0.00061876036,0.00027518984,0.007959624,0.00009665863,0.000062484825,0.0002432051,0.0001168977,0.01637259,0.9739601,0.00012489737,0.00006529759,0.00010431305],"about_ca_topic_score_codex":0.0000033583626,"about_ca_topic_score_gemma":3.5336103e-7,"teacher_disagreement_score":0.021177309,"about_ca_system_score_codex":0.000052744155,"about_ca_system_score_gemma":0.000022623399,"threshold_uncertainty_score":0.3409982},"labels":[],"label_agreement":null},{"id":"W2030671187","doi":"10.1016/j.cemconcomp.2013.11.001","title":"Comparative studies of experimental and numerical techniques in measurement of corrosion rate and time-to-corrosion-initiation of rebar in concrete in marine environments","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"University of Tehran","keywords":"Splash; Rebar; Corrosion; Macrocell; Service life; Materials science; Geotechnical engineering; Metallurgy; Cathodic protection; Submarine pipeline; Geology; Composite material; Engineering; Mechanical engineering; Anode","score_opus":0.02463461676242614,"score_gpt":0.25060374181116324,"score_spread":0.2259691250487371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030671187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99722874,0.0016549767,0.00014224589,0.000026432479,0.000020678697,0.0007305853,0.000006972862,0.000012292974,0.00017709918],"genre_scores_gemma":[0.99894357,0.00032204244,0.0006150418,0.000020071066,0.0000032978246,0.00007305411,0.00000930192,0.000008616934,0.000005004663],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987786,0.00011127692,0.0005794188,0.0002174006,0.00017174278,0.000141561],"domain_scores_gemma":[0.99952817,0.0001532634,0.000098584875,0.00011610141,0.000046265686,0.000057627305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034009022,0.00017800831,0.0005615349,0.00017242282,0.000017378654,0.00000861023,0.000056825684,0.000051373598,0.00007563015],"category_scores_gemma":[0.000027642216,0.00016982488,0.000021165804,0.0001330749,0.00014825567,0.000120337594,0.00016814197,0.000084013576,0.0000013034594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000118736076,0.000007574049,0.0665198,0.00009682298,0.000005700683,5.9444983e-7,0.0015269663,0.000025872354,0.93130183,0.000015701595,0.000016191283,0.00036420132],"study_design_scores_gemma":[0.0011259507,0.00043601965,0.06560513,0.00033021087,0.000010668254,7.3420756e-7,0.0009076708,0.012687707,0.9186823,0.000026058231,0.000020624477,0.00016694015],"about_ca_topic_score_codex":0.00007453638,"about_ca_topic_score_gemma":0.0000048538955,"teacher_disagreement_score":0.012661834,"about_ca_system_score_codex":0.00008294415,"about_ca_system_score_gemma":0.000006748801,"threshold_uncertainty_score":0.6925258},"labels":[],"label_agreement":null},{"id":"W2032359271","doi":"10.1016/j.jcsr.2010.04.012","title":"Corrosion protection and assessment of weathering steel highway structures","year":2010,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Weathering; Weathering steel; Materials science; Service life; Metallurgy; Reliability (semiconductor); Forensic engineering; Geotechnical engineering; Composite material; Engineering; Geology","score_opus":0.0436640144241837,"score_gpt":0.337845769111571,"score_spread":0.2941817546873873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032359271","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949753,0.00013226671,0.001837757,0.00009807487,0.0010700431,0.00017460283,0.000008558345,0.00001993598,0.00168345],"genre_scores_gemma":[0.9950616,0.00008839054,0.0045793983,0.0000021825206,0.00020982181,0.00000467262,5.626313e-7,0.000012751405,0.000040629628],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983389,0.00009575025,0.00045356184,0.00011466092,0.00081210624,0.0001850229],"domain_scores_gemma":[0.9986659,0.00022292128,0.00011600743,0.00014329106,0.00070912496,0.00014269714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012708004,0.000102344886,0.0002235299,0.0002969273,0.00012661416,0.000052370873,0.00013927027,0.000113728216,0.0003082032],"category_scores_gemma":[0.00020866693,0.00008439535,0.00007477065,0.00022163338,0.00029777564,0.00020050444,0.000057756373,0.0012703971,8.756331e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006672449,0.000013557304,0.008091115,0.00009515462,0.000015194677,0.0000035121427,0.000059927366,0.00038702105,0.9496535,0.006203919,0.00009324754,0.035317093],"study_design_scores_gemma":[0.0029011744,0.00087141106,0.76260144,0.0002785273,0.00003894436,0.0024337335,0.0012658109,0.034958903,0.16018665,0.011760049,0.02224772,0.00045564884],"about_ca_topic_score_codex":0.000011027228,"about_ca_topic_score_gemma":0.000016637277,"teacher_disagreement_score":0.7894669,"about_ca_system_score_codex":0.000081902814,"about_ca_system_score_gemma":0.00018783796,"threshold_uncertainty_score":0.5519314},"labels":[],"label_agreement":null},{"id":"W2034924360","doi":"10.12989/smm.2014.1.4.357","title":"Reliability-based condition assessment of a deteriorated concrete bridge","year":2014,"lang":"en","type":"article","venue":"Structural Monitoring and Maintenance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Bridge (graph theory); Reliability (semiconductor); Reliability engineering; Structural system; Engineering; Structural reliability; Process (computing); Computer science; Structural engineering","score_opus":0.009324342701976173,"score_gpt":0.2606604511783312,"score_spread":0.251336108476355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034924360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957438,0.000039288163,0.0029478977,0.000019913101,0.0007116221,0.00011413743,0.000018596405,0.00016375862,0.00024094788],"genre_scores_gemma":[0.9974878,0.000012466552,0.0023792845,0.00001021603,0.00006950584,0.0000107410015,0.000006989083,0.000012704304,0.000010317688],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992389,0.000043922584,0.00023488348,0.00018395706,0.00011182012,0.00018649352],"domain_scores_gemma":[0.99945194,0.0000913629,0.000050362327,0.00022077192,0.000106011634,0.00007957758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001648792,0.0001360674,0.00021550218,0.000032972748,0.0000537434,0.000022284496,0.0000716493,0.00005579162,0.000011419596],"category_scores_gemma":[0.00007795777,0.000115812196,0.00004371271,0.000088333705,0.00010326074,0.0000807918,0.000018887631,0.00013345687,6.877618e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050987423,0.000001376576,0.086628504,0.0005782767,0.000013389804,0.00000232413,0.00014270503,0.0021958519,0.892539,0.000754133,0.000069807786,0.017023606],"study_design_scores_gemma":[0.00071733125,0.00010764489,0.83965313,0.00015714695,0.000013315786,0.000004612152,0.0000318241,0.11519502,0.043114703,0.00040438178,0.000377272,0.0002236141],"about_ca_topic_score_codex":0.000033818724,"about_ca_topic_score_gemma":0.0000011676923,"teacher_disagreement_score":0.8494243,"about_ca_system_score_codex":0.000055253702,"about_ca_system_score_gemma":0.000015264626,"threshold_uncertainty_score":0.47226843},"labels":[],"label_agreement":null},{"id":"W2034978260","doi":"10.4028/www.scientific.net/amm.94-96.1577","title":"Investigation on the Index System for Durability of Concrete Bridges in Codes","year":2011,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Durability; Index (typography); Engineering; Civil engineering; Construction engineering; Structural engineering; Computer science; Database; World Wide Web","score_opus":0.04012290509369562,"score_gpt":0.19937449136358565,"score_spread":0.15925158626989003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034978260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926718,0.000011694677,0.006143767,0.000015849799,0.00019601148,0.0005943755,0.00006362269,0.00005557549,0.00024729673],"genre_scores_gemma":[0.9994834,0.000013004575,0.00030236968,0.000029634799,0.0000128384345,0.0001410204,0.0000058563687,0.00001074717,0.0000011156753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994442,0.000025215435,0.00025564857,0.00012146607,0.000054990298,0.000098480814],"domain_scores_gemma":[0.9996175,0.00011092112,0.00004789292,0.00017246143,0.000022517723,0.000028693765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006442955,0.00008945445,0.00020027638,0.000024791116,0.000024471412,0.0000121326175,0.000065406806,0.0000650652,0.000018798008],"category_scores_gemma":[0.0000338503,0.00006564032,0.000016295777,0.00003914022,0.000018336288,0.00001870386,0.000021253109,0.000031006773,0.0000012821023],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000070153605,8.948987e-7,0.000029328068,0.0002884501,0.00000348428,8.1962476e-8,0.0003007044,0.0000031527195,0.5340382,0.46511668,0.000013662443,0.00013519486],"study_design_scores_gemma":[0.00029228465,0.00003234073,0.0007429626,0.000042869528,0.000007588316,5.1223856e-7,0.0004113092,0.0016913528,0.9782582,0.018403368,0.000030857853,0.00008635922],"about_ca_topic_score_codex":0.000043031694,"about_ca_topic_score_gemma":0.000010411442,"teacher_disagreement_score":0.44671333,"about_ca_system_score_codex":0.000022336673,"about_ca_system_score_gemma":0.000007925901,"threshold_uncertainty_score":0.26767346},"labels":[],"label_agreement":null},{"id":"W2036121761","doi":"10.1139/l03-073","title":"Restoration and structural health monitoring of Manitoba's Golden Boy","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"U.S. Department of Transportation","keywords":"Statue; Structural health monitoring; SAFER; Engineering; Civil engineering; Computer science; Computer security; History","score_opus":0.01178861873830217,"score_gpt":0.20352923536059864,"score_spread":0.19174061662229647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036121761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909468,0.0041273204,0.0033708313,0.000048043745,0.0011969729,0.00005888566,0.0000050127765,0.000019879164,0.00022624097],"genre_scores_gemma":[0.99918944,0.00005639831,0.0006439775,0.000004767824,0.00008385696,5.248684e-7,3.8318842e-7,0.000016677895,0.0000039806223],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99932146,0.000016191118,0.00031912795,0.00005586176,0.000093139475,0.00019423041],"domain_scores_gemma":[0.99935234,0.000025013114,0.000062150975,0.00009628914,0.000066426364,0.00039779264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023247898,0.000097538374,0.0001926343,0.00019701367,0.000034865523,0.000026859041,0.0000687553,0.000041697487,0.000017865752],"category_scores_gemma":[0.0001286287,0.00010371376,0.000039608207,0.00012138527,0.000012216285,0.00015249166,0.0000027001395,0.00017692841,3.5560436e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016839356,0.000005114272,0.3221253,0.0015166835,0.00014249867,0.00012657646,0.0046165567,0.6149341,0.03711891,0.0027065612,0.0026110408,0.014079876],"study_design_scores_gemma":[0.0029833047,0.00064920785,0.83446926,0.0022030487,0.000100029974,0.0015175147,0.0045673223,0.09156969,0.02556807,0.0008025295,0.033863403,0.0017066261],"about_ca_topic_score_codex":0.0003911646,"about_ca_topic_score_gemma":0.027646376,"teacher_disagreement_score":0.52336437,"about_ca_system_score_codex":0.00021804342,"about_ca_system_score_gemma":0.00019216927,"threshold_uncertainty_score":0.99009657},"labels":[],"label_agreement":null},{"id":"W2036153492","doi":"10.1139/l06-052","title":"Modeling the effect of corrosion on bond strength at the steel–concrete interface with finite-element analysis","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Materials science; Corrosion; Bond strength; Finite element method; Structural engineering; Steel bar; Cracking; Composite material; Slip (aerodynamics); Metallurgy; Engineering","score_opus":0.004670507602394855,"score_gpt":0.18063623108621565,"score_spread":0.1759657234838208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036153492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95336896,0.0011727464,0.044378918,0.00008904901,0.0002596484,0.0001465639,0.00002562035,0.000021222057,0.0005372939],"genre_scores_gemma":[0.9998063,0.000010208549,0.0000382832,0.0000100692005,0.00006479327,0.000004032387,0.000003784903,0.000026946276,0.000035585643],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988754,0.0000398024,0.0004388227,0.00011006218,0.00024688581,0.00028906896],"domain_scores_gemma":[0.9989495,0.00037512128,0.00008786558,0.00031987007,0.0000768641,0.00019075103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005357773,0.00020913691,0.00034533197,0.00027069173,0.00009501275,0.000045541645,0.0002659679,0.000051377494,0.00013761468],"category_scores_gemma":[0.00008645269,0.00011858931,0.00020061646,0.00046262,0.000038668655,0.000068566085,0.000016174075,0.00034289027,0.0000019201902],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028753346,4.812821e-7,0.0014419183,0.00003422338,0.000072067494,0.000011128321,0.00013688838,0.9950914,0.0027307633,0.0000149950365,0.0002719855,0.00016542172],"study_design_scores_gemma":[0.00041885494,0.00025437155,0.00060386717,0.00015360507,0.00028554894,0.000018754377,0.00006639872,0.98254883,0.014512321,0.000001978578,0.0009802161,0.00015527256],"about_ca_topic_score_codex":0.00073913555,"about_ca_topic_score_gemma":0.079583645,"teacher_disagreement_score":0.07884451,"about_ca_system_score_codex":0.00027931322,"about_ca_system_score_gemma":0.0000642682,"threshold_uncertainty_score":0.9372116},"labels":[],"label_agreement":null},{"id":"W2036163747","doi":"10.1115/1.4002255","title":"Effect of Transitions in the Water Table and Soil Moisture Content on the Cathodic Protection of Buried Pipelines","year":2011,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada); Nova Chemicals (Canada)","funders":"","keywords":"Cathodic protection; Water content; Pipeline transport; Water table; Moisture; Environmental science; Soil water; Soil science; Environmental engineering; Geotechnical engineering; Materials science; Chemistry; Geology; Groundwater; Composite material; Electrochemistry","score_opus":0.02226454936080022,"score_gpt":0.21191443272278682,"score_spread":0.1896498833619866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036163747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99564826,0.00061788684,0.0014467473,0.0017961496,0.00009374344,0.00027840596,0.0000042988995,0.000020058666,0.00009445409],"genre_scores_gemma":[0.9998696,0.00003795924,0.00003399265,0.00001133379,0.000016172316,0.000017364984,1.9903794e-7,0.0000057469906,0.00000763296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993556,0.000117394084,0.00028823485,0.000056920308,0.000092599556,0.00008924733],"domain_scores_gemma":[0.9995794,0.00006741571,0.00008139556,0.00017461831,0.00008527605,0.000011862326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007378987,0.00008078494,0.00022422071,0.00014121317,0.000026244128,0.0000037103052,0.00016389457,0.00012774557,0.000015649615],"category_scores_gemma":[0.00011773339,0.000032855874,0.0000463109,0.00014378267,0.0001140825,0.000041137664,0.00001255188,0.0003663276,2.5723057e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002878691,0.00006122248,0.0012005505,0.00031646158,0.0000340417,0.0000066417556,0.0032665427,0.0005519273,0.9904395,0.00040940242,0.00017316286,0.0032527312],"study_design_scores_gemma":[0.0006399873,0.0007881984,0.001752533,0.00011462392,0.00010159064,0.00007924429,0.0006935232,0.00085943606,0.9932667,0.00069306296,0.00095146336,0.000059609007],"about_ca_topic_score_codex":0.000027173264,"about_ca_topic_score_gemma":0.000018839613,"teacher_disagreement_score":0.004221343,"about_ca_system_score_codex":0.000005645868,"about_ca_system_score_gemma":0.0000070442975,"threshold_uncertainty_score":0.15915313},"labels":[],"label_agreement":null},{"id":"W2038107578","doi":"10.1139/l07-018","title":"Comparison of theoretical and empirically determined service lives for wall ties in brick veneer steel stud wall systemsThis article is one of a selection of papers published in this Special Issue on Masonry.","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre","keywords":"Brick and mortar; Brick; Service life; Corrosion; Standardization; Mortar; Service (business); Galvanization; Structural engineering; Engineering; Forensic engineering; Civil engineering; Computer science; Materials science; Metallurgy; Mechanical engineering; Composite material; Business; Layer (electronics); World Wide Web","score_opus":0.012725939600793185,"score_gpt":0.23467309430804226,"score_spread":0.22194715470724907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038107578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99805737,0.00025124868,0.00037979867,0.0001495125,0.00018626844,0.00018416213,0.000008743272,0.000007574395,0.0007753511],"genre_scores_gemma":[0.99955714,0.00000961335,0.0002570325,0.000030220937,0.00011510092,0.000002236913,7.866373e-7,0.000018987303,0.000008863447],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865633,0.00002453337,0.00078380416,0.0001022213,0.0001787678,0.000254362],"domain_scores_gemma":[0.99909914,0.00027276415,0.00012141492,0.00010402188,0.00018256847,0.00022011058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007014712,0.00013030501,0.0004986495,0.00045723413,0.000012092228,0.000017205544,0.00012298937,0.00009817419,0.00070815475],"category_scores_gemma":[0.00030954773,0.00013545646,0.000066861234,0.00036330882,0.000038704315,0.00011220508,0.000008124297,0.0002272363,2.8074186e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013824075,0.00033709,0.41393065,0.0072276266,0.00032027203,0.000066241344,0.072544605,0.22779538,0.26286277,0.0015984273,0.00273542,0.009199098],"study_design_scores_gemma":[0.0042938353,0.0014971314,0.343888,0.0026756646,0.00012419643,0.00004950959,0.0028868886,0.53287685,0.10470276,0.00012162718,0.006161128,0.0007223658],"about_ca_topic_score_codex":0.00060615625,"about_ca_topic_score_gemma":0.06755686,"teacher_disagreement_score":0.3050815,"about_ca_system_score_codex":0.00020585305,"about_ca_system_score_gemma":0.000104086685,"threshold_uncertainty_score":0.9494578},"labels":[],"label_agreement":null},{"id":"W2038962982","doi":"10.1520/jte12075j","title":"Reexamination of ASTM C 1202—Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration","year":2000,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Chloride; Penetration (warfare); Ion; Materials science; Electrolyte; Composite material; Thermal diffusivity; Cathode; Resist; Test method; Forensic engineering; Chemistry; Analytical Chemistry (journal); Metallurgy; Chromatography; Thermodynamics; Electrode; Organic chemistry; Engineering; Physics","score_opus":0.035880549789794165,"score_gpt":0.3242001289908534,"score_spread":0.2883195792010592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038962982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97907007,0.00015187268,0.019977782,0.00012393731,0.00008322045,0.00035514837,0.0000114175355,0.000015923615,0.00021065962],"genre_scores_gemma":[0.973418,0.000025831732,0.026431797,0.000008364317,0.00008471376,0.000010127144,0.000007676237,0.00000792904,0.000005557461],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985044,0.00015636472,0.00070866407,0.00011384197,0.00042597819,0.00009076434],"domain_scores_gemma":[0.99660724,0.0018582894,0.00030767493,0.00011200621,0.0010506938,0.00006411781],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.005000087,0.00008399834,0.00024083511,0.00014916649,0.000048475707,0.000019338118,0.000061546845,0.00007006661,0.00004353582],"category_scores_gemma":[0.010716609,0.00007969023,0.000052102,0.00032761862,0.000020257026,0.00017583715,0.0000051471925,0.00010106966,4.31908e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039670753,0.000012976321,0.00644153,0.00016359238,0.000008046337,9.23352e-8,0.00026575624,0.012802222,0.4300392,0.000012781733,0.0001260632,0.5497311],"study_design_scores_gemma":[0.0012616471,0.0015632979,0.33286116,0.00026028825,0.00016952898,0.00001689545,0.00005686395,0.56664985,0.095895305,0.0010630094,0.00007140153,0.00013077077],"about_ca_topic_score_codex":0.000009106438,"about_ca_topic_score_gemma":0.000004743093,"teacher_disagreement_score":0.5538476,"about_ca_system_score_codex":0.00015312835,"about_ca_system_score_gemma":0.000099249184,"threshold_uncertainty_score":0.9976165},"labels":[],"label_agreement":null},{"id":"W2040982048","doi":"10.3846/13923730.2011.574450","title":"UTILIZATION OF PALM OIL FUEL ASH IN CONCRETE: A REVIEW / PALMI ALIEJAUS KURO PELENŲ NAUDOJIMAS BETONE. APŽVALGA","year":2011,"lang":"en","type":"review","venue":"Journal of Civil Engineering and Management","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":144,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Universiti Malaya","keywords":"Palm oil; Environmental science; Health hazard; Durability; Waste management; Materials science; Engineering; Environmental health; Agricultural science; Composite material; Medicine","score_opus":0.03913618697608778,"score_gpt":0.26630921364971144,"score_spread":0.22717302667362366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040982048","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000021800359,0.9950227,0.001033508,0.000011882449,0.0005906154,0.00032572207,0.00001050926,0.000055498203,0.0029277252],"genre_scores_gemma":[0.00081419235,0.9984831,0.00038241653,0.000021053671,0.00006966999,0.000032306412,0.000011405343,0.00006921291,0.00011660002],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974768,0.000071978895,0.0016064256,0.00023562899,0.00031226172,0.0002969054],"domain_scores_gemma":[0.99880004,0.00010234739,0.00045742217,0.00037879433,0.0000994145,0.0001620038],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009721681,0.00047188866,0.0019336189,0.0005187963,0.000013858055,0.000023901543,0.00030949968,0.00017795278,0.000090945025],"category_scores_gemma":[0.00010146325,0.0004136163,0.00043220547,0.00046695792,0.000027697442,0.00011644558,0.00011422074,0.00048537043,0.0000045747834],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005459298,0.000010802717,0.000004129409,0.27567682,0.00020944596,0.00005495106,0.00008073042,0.0002994261,0.0000036461327,0.00035061335,0.0013876426,0.7219163],"study_design_scores_gemma":[0.00037131133,0.00006131307,0.00003315788,0.07681567,0.00079963583,0.0000749446,0.000014151461,0.0008578506,0.0000027570181,0.000009812663,0.920594,0.0003654053],"about_ca_topic_score_codex":0.0000051773673,"about_ca_topic_score_gemma":0.000012044423,"teacher_disagreement_score":0.9192063,"about_ca_system_score_codex":0.00014174741,"about_ca_system_score_gemma":0.000040495466,"threshold_uncertainty_score":0.99983156},"labels":[],"label_agreement":null},{"id":"W2041347529","doi":"10.1680/macr.2008.61.6.389","title":"Combination of mechanical and optical profilometry techniques for concrete surface roughness characterisation","year":2009,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Profilometer; Surface finish; Surface roughness; Materials science; Interlocking; Bond strength; Composite material; Structural engineering; Adhesive; Engineering","score_opus":0.03961072581115283,"score_gpt":0.33108631823694945,"score_spread":0.2914755924257966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041347529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896008,0.00018868648,0.0066344007,0.0005299312,0.000058461403,0.0010325788,0.000039224964,0.00013004582,0.001785901],"genre_scores_gemma":[0.9939175,0.00015378128,0.0057403077,0.00001275849,0.00003387289,0.00002865641,0.00003436103,0.000019848414,0.000058910675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99838656,0.000121228615,0.0004807918,0.00024066454,0.00046311284,0.00030765234],"domain_scores_gemma":[0.9982378,0.0006135503,0.000061873754,0.00029560275,0.00067873317,0.00011246684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001997448,0.00014193391,0.00040323968,0.00018556767,0.000048223374,0.000028509463,0.0001755274,0.00017536092,0.0000395568],"category_scores_gemma":[0.00065367017,0.00013997615,0.00007077593,0.00039627787,0.00018806645,0.00017225751,0.00005895244,0.00026650212,0.0000032290036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001978591,0.0000031668471,0.00015044681,0.00034082035,0.000008774271,7.509567e-7,0.000066894194,0.00000217896,0.97632825,0.007962548,0.00025285775,0.014685478],"study_design_scores_gemma":[0.00092313276,0.0010964077,0.0068401187,0.00011393074,0.00001436167,0.000004077049,0.00005710525,0.036229562,0.9520783,0.0013674881,0.0010846059,0.00019092626],"about_ca_topic_score_codex":0.0000040741234,"about_ca_topic_score_gemma":4.346793e-7,"teacher_disagreement_score":0.036227383,"about_ca_system_score_codex":0.00005719556,"about_ca_system_score_gemma":0.000046301026,"threshold_uncertainty_score":0.5708062},"labels":[],"label_agreement":null},{"id":"W2042072603","doi":"10.1179/174327807x214572","title":"Influence of environmental parameters on application of standard ASTM C876-91: half cell potential measurements","year":2008,"lang":"en","type":"article","venue":"Corrosion Engineering Science and Technology The International Journal of Corrosion Processes and Corrosion Control","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Carbonation; Cathodic protection; Materials science; Concrete cover; Metallurgy; Composite material; Electrochemistry; Chemistry; Electrode","score_opus":0.005412457433848163,"score_gpt":0.19482532575506661,"score_spread":0.18941286832121845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042072603","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9462817,0.0008546645,0.05190879,0.0002472824,0.00040838218,0.00021884279,0.000026115178,0.000042438107,0.000011788855],"genre_scores_gemma":[0.99876887,0.0008197563,0.0003014311,0.000053345368,0.000020968138,0.0000125798615,0.000001229615,0.00001568593,0.0000061086466],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99767524,0.000016233707,0.00069494004,0.00025266313,0.0011446093,0.00021632796],"domain_scores_gemma":[0.9981444,0.00015943903,0.00042164477,0.00024503187,0.0009159558,0.00011354048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065048353,0.00022119078,0.00036474492,0.00052110536,0.00016860453,0.000033224394,0.00073390803,0.000121149234,0.000006589387],"category_scores_gemma":[0.00045110146,0.00016301019,0.00006353477,0.00051590387,0.0006524537,0.00033175517,0.00012792504,0.00028051267,0.000001023518],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024447843,0.00005714644,0.0063781184,0.000053817515,0.0000035293974,0.000005286723,0.00009691824,0.0385639,0.951004,0.000049457274,0.00002973808,0.0035135655],"study_design_scores_gemma":[0.0024975506,0.00092625694,0.005817499,0.00038036265,0.0000651532,0.00043702134,0.00027925102,0.053863127,0.93486416,0.00018795689,0.00036824186,0.00031344537],"about_ca_topic_score_codex":0.0000023441507,"about_ca_topic_score_gemma":8.372024e-7,"teacher_disagreement_score":0.0524872,"about_ca_system_score_codex":0.00009474612,"about_ca_system_score_gemma":0.00014441519,"threshold_uncertainty_score":0.6647363},"labels":[],"label_agreement":null},{"id":"W2042250350","doi":"10.1139/l10-031","title":"Shear strength of disturbed regions with corroded stirrups in reinforced concrete beams","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Corrosion; Shear (geology); Reinforced concrete; Materials science; Structural engineering; Span (engineering); Shear strength (soil); Composite material; Bending; Geology; Engineering","score_opus":0.005575618736751835,"score_gpt":0.17439085927367642,"score_spread":0.1688152405369246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042250350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9887976,0.00019363151,0.008458168,0.00009277439,0.0008298528,0.00012969681,0.00002310194,0.000042052696,0.0014331368],"genre_scores_gemma":[0.99886626,0.000011947231,0.00096752465,0.000010747463,0.00006875123,0.0000023784594,0.0000033403628,0.000034198238,0.00003482509],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893665,0.000009750481,0.00047851115,0.000095553856,0.00015396853,0.0003255517],"domain_scores_gemma":[0.99887663,0.00009908018,0.00008378478,0.00025821323,0.00012460876,0.00055767136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023709658,0.0001750494,0.00035148734,0.00037099503,0.000025044452,0.000025641108,0.00022201287,0.000103407794,0.00015854638],"category_scores_gemma":[0.00024258843,0.0001642875,0.000082906605,0.00032912142,0.000064648084,0.00016241582,0.0000071882696,0.00065878854,0.0000012781666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007023199,0.0000024360604,0.0066010323,0.00032764254,0.00007949217,0.00032792386,0.0022421272,0.90508175,0.08014246,0.0031734947,0.001215327,0.0007360658],"study_design_scores_gemma":[0.007198821,0.0008051104,0.06351374,0.0021825864,0.00017920545,0.001150598,0.0011505958,0.8543817,0.03457058,0.000108043154,0.032573823,0.0021852364],"about_ca_topic_score_codex":0.00073372485,"about_ca_topic_score_gemma":0.054535974,"teacher_disagreement_score":0.05691271,"about_ca_system_score_codex":0.00010559583,"about_ca_system_score_gemma":0.000329194,"threshold_uncertainty_score":0.9627163},"labels":[],"label_agreement":null},{"id":"W2043523791","doi":"10.3141/2332-07","title":"Experimental Evaluation of Connections in Hybrid Precast Concrete Bridge Truss Girders","year":2013,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Read Jones Christoffersen (Canada); University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Division of Materials Research; Cement Association of Canada","keywords":"Precast concrete; Girder; Fibre-reinforced plastic; Structural engineering; Truss; Durability; Deck; Slab; Corrosion; Span (engineering); Prestressed concrete; Materials science; Joint (building); Engineering; Composite material","score_opus":0.11806069282190115,"score_gpt":0.3806181476224244,"score_spread":0.2625574548005233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043523791","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99588615,0.0004506287,0.00036728685,0.0006701177,0.00053070195,0.0016687551,0.000053459713,0.00003297451,0.0003399357],"genre_scores_gemma":[0.99914205,0.00021419198,0.0002418355,0.000012066482,0.00006261238,0.00020917646,0.000016559357,0.000043242242,0.000058268815],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9929602,0.0012829187,0.0014898097,0.0002888259,0.0033623117,0.0006159094],"domain_scores_gemma":[0.9948654,0.00077773316,0.00022555195,0.00042270153,0.0034290696,0.000279514],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0052968767,0.0002131159,0.00043420226,0.0009325802,0.00020179103,0.00007562034,0.0006105472,0.00012574828,0.0016479961],"category_scores_gemma":[0.0002581794,0.00017886831,0.0003040631,0.001472237,0.0004885127,0.0007337271,0.0000055588985,0.0014351169,0.000024515366],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020597442,0.00044414765,0.41161194,0.0010712345,0.0003821082,0.0000658654,0.017950427,0.060711984,0.45111907,0.0017461149,0.020158676,0.032678682],"study_design_scores_gemma":[0.0026703922,0.000364682,0.9380695,0.0002751043,0.000038030397,9.206664e-7,0.0031495737,0.015726741,0.037697524,0.0008784671,0.00092872605,0.00020028844],"about_ca_topic_score_codex":0.0085576065,"about_ca_topic_score_gemma":0.0096330885,"teacher_disagreement_score":0.5264576,"about_ca_system_score_codex":0.00044502423,"about_ca_system_score_gemma":0.00044316275,"threshold_uncertainty_score":0.99926466},"labels":[],"label_agreement":null},{"id":"W2043923044","doi":"10.1061/(asce)0899-1561(2008)20:9(608)","title":"Bond Behavior of Self-Consolidating Concrete with Mineral and Chemical Admixtures","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Bond strength; Materials science; Consolidation (business); Bond; Composite material; Casting; Self-consolidating concrete; Ultimate tensile strength; Slag (welding); Structural engineering; Metallurgy; Compressive strength; Adhesive; Engineering","score_opus":0.007717354183518306,"score_gpt":0.19644903069896777,"score_spread":0.18873167651544948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043923044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99903893,0.00035456166,0.00016775231,0.0000069284806,0.00024884098,0.0000749696,0.000007770455,0.000042260177,0.00005800398],"genre_scores_gemma":[0.9944527,0.000094915784,0.005322824,0.000004748528,0.00009351309,0.000004319147,9.241933e-7,0.000024501705,0.0000015516171],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990343,0.000013097846,0.0005459227,0.00008218351,0.00015803207,0.00016647397],"domain_scores_gemma":[0.9995543,0.00010026053,0.00010183042,0.00010077994,0.00005816782,0.00008467754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002539058,0.00014818263,0.00041239083,0.0001223576,0.00001129465,0.000014901393,0.000091551025,0.00007598801,0.000041838455],"category_scores_gemma":[0.000099753284,0.00012588841,0.00003555351,0.0000896678,0.00003181353,0.00013534226,0.000026546253,0.00015838782,3.087068e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039298095,0.000005182731,0.0029533568,0.00018528034,0.00001429244,0.000079844154,0.00040217623,0.001531029,0.9946887,0.000012303782,0.000047729416,0.000040803447],"study_design_scores_gemma":[0.0012117289,0.00011405152,0.011738684,0.0003267372,0.00004010539,0.0013041472,0.00005488357,0.0019162982,0.982896,0.0000030288672,0.00014780648,0.0002465757],"about_ca_topic_score_codex":0.0000044093,"about_ca_topic_score_gemma":0.000002749942,"teacher_disagreement_score":0.01179275,"about_ca_system_score_codex":0.00004081572,"about_ca_system_score_gemma":0.000025761712,"threshold_uncertainty_score":0.51335806},"labels":[],"label_agreement":null},{"id":"W2044677839","doi":"10.1520/cca10465j","title":"Quantitative Petrographic Technique for Concrete Damage Due to ASR: Experimental and Application","year":2000,"lang":"en","type":"article","venue":"Cement Concrete and Aggregates","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"International Development Research Centre; Université de Sherbrooke","funders":"","keywords":"Petrography; Computer science; Geology; Mineralogy","score_opus":0.010629698991561338,"score_gpt":0.2505064751981091,"score_spread":0.23987677620654776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044677839","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9856155,0.0030855534,0.008774827,0.00014922782,0.000046888235,0.0013749596,0.000057472495,0.00019999045,0.0006955811],"genre_scores_gemma":[0.99475527,0.0003410091,0.003737791,0.00018117011,0.000031122527,0.000810987,0.000044646724,0.000026398766,0.00007160558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99908465,0.000024717408,0.00023078459,0.00032627123,0.00009154665,0.00024201206],"domain_scores_gemma":[0.99945,0.00012450322,0.000028216671,0.0001927017,0.00003859399,0.0001659609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017373482,0.00020919339,0.00024260323,0.000076484896,0.00013134007,0.000067463814,0.00008460951,0.000070638605,0.00014505137],"category_scores_gemma":[0.000017974558,0.00020403272,0.000051553016,0.00013384286,0.00010904358,0.00012411833,0.00003267743,0.000078065386,0.000010229749],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015978736,0.0000017757171,0.00050285616,0.00011698136,0.00003173172,0.0000032206576,0.00066732016,0.000016555054,0.9790019,0.001906568,0.00039456462,0.017196761],"study_design_scores_gemma":[0.00234541,0.0015884448,0.0012294683,0.00022708175,0.00007666327,0.000029764653,0.0015144261,0.044811826,0.87632364,0.000538164,0.07018786,0.001127281],"about_ca_topic_score_codex":0.000022692802,"about_ca_topic_score_gemma":0.0000028357238,"teacher_disagreement_score":0.10267826,"about_ca_system_score_codex":0.000024852034,"about_ca_system_score_gemma":0.0000069988405,"threshold_uncertainty_score":0.8320213},"labels":[],"label_agreement":null},{"id":"W2045899765","doi":"10.3151/jact.7.385","title":"Modification of Test Process of PERMIT Ion Migration Test and its Application to Determinate Effect of Methods to Improve Chloride Penetration Resistance of Cover Concrete","year":2009,"lang":"en","type":"article","venue":"Journal of Advanced Concrete Technology","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China; Queen's University; National Natural Science Foundation of China; Queen's University Belfast","keywords":"Chloride; Thermal diffusivity; Materials science; Ion; Test method; Penetration (warfare); Permeability (electromagnetism); Electrolysis; Composite material; Computer science; Chemistry; Engineering; Thermodynamics; Geology; Electrolyte; Metallurgy; Physics","score_opus":0.00626782683589782,"score_gpt":0.29432847391261735,"score_spread":0.2880606470767195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045899765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9656611,0.00044763292,0.032775857,0.00023642318,0.00006548373,0.000706946,0.00002863339,0.000037521637,0.00004040251],"genre_scores_gemma":[0.98988587,0.00015078954,0.009881559,0.000011237815,0.000017058228,0.000027357535,0.0000028579027,0.000014671858,0.000008630974],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983257,0.000048635386,0.0010707527,0.00020891505,0.00019656958,0.00014944955],"domain_scores_gemma":[0.99739265,0.0004953602,0.0008839057,0.00031438374,0.00083985034,0.000073868374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006576076,0.00018282466,0.000660984,0.00041957354,0.00002110275,0.000004154081,0.00023197584,0.00019164551,0.0000022848058],"category_scores_gemma":[0.0022129593,0.0001729779,0.00007706359,0.0006540954,0.00006801716,0.00022657565,0.000021718359,0.00019029845,4.222033e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054943666,0.0000032003982,0.00076089526,0.0003536956,0.000008311154,3.8790304e-7,0.000146666,0.0013885612,0.974107,0.000091045484,0.00000309392,0.022587707],"study_design_scores_gemma":[0.0007873817,0.00236272,0.0043194466,0.00021592123,0.000055046632,0.000009984113,0.0000850905,0.008922032,0.98282456,0.00021914746,0.000068623536,0.00013001425],"about_ca_topic_score_codex":0.0000020500281,"about_ca_topic_score_gemma":0.0000039232364,"teacher_disagreement_score":0.024224738,"about_ca_system_score_codex":0.00007329166,"about_ca_system_score_gemma":0.00004106433,"threshold_uncertainty_score":0.7053834},"labels":[],"label_agreement":null},{"id":"W2046289201","doi":"10.2478/bpasts-2013-0006","title":"A surface engineering approach applicable to concrete repair engineering","year":2013,"lang":"en","type":"article","venue":"Bulletin of the Polish Academy of Sciences Technical Sciences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Wallonie-Bruxelles International; Ministerstwo Edukacji i Nauki; Politechnika Warszawska; European Commission","keywords":"Cracking; Durability; Materials science; Surface finish; Structural engineering; Surface roughness; Substrate (aquarium); Construction engineering; Computer science; Composite material; Engineering; Geology","score_opus":0.018048850854833064,"score_gpt":0.2352488411523849,"score_spread":0.21719999029755183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046289201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98269963,0.00038647998,0.0015861173,0.0043333787,0.00016244347,0.0009818012,0.000012092582,0.00072558585,0.009112448],"genre_scores_gemma":[0.9545366,0.00001807436,0.045097668,0.00020100843,0.000035456334,0.000041538166,8.612111e-8,0.000011090429,0.000058481128],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977261,0.000027009548,0.00053289667,0.00043805793,0.0007164482,0.0005594765],"domain_scores_gemma":[0.99913996,0.0003215092,0.00008992216,0.00020505411,0.000037847993,0.0002057295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016013081,0.00020739295,0.00035064976,0.0001088119,0.0001583605,0.00005871946,0.0018756798,0.00014667143,0.00012849852],"category_scores_gemma":[0.00054987136,0.00014448616,0.00018498745,0.0014522076,0.0009608248,0.000116801675,0.0004554176,0.0003128249,0.000024215955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004323682,0.000016636704,0.0020908404,0.00023888379,0.000010845413,7.307921e-8,0.00012678567,0.37803045,0.57965404,0.01170546,0.027606448,0.0005152384],"study_design_scores_gemma":[0.00043525058,0.0003368971,0.03520697,0.0005110133,0.000043283268,0.000037242462,0.00039383018,0.62221277,0.23871717,0.0007144486,0.10004117,0.0013499482],"about_ca_topic_score_codex":0.00022491037,"about_ca_topic_score_gemma":4.019037e-7,"teacher_disagreement_score":0.34093684,"about_ca_system_score_codex":0.00004711475,"about_ca_system_score_gemma":0.000027068174,"threshold_uncertainty_score":0.58919746},"labels":[],"label_agreement":null},{"id":"W2047198357","doi":"10.1149/1.3114954","title":"The Influence of Galvanic Coupling on Corrosion of Carbon Steel Coupled with Stainless Steels for Use in Concrete Structures","year":2009,"lang":"en","type":"article","venue":"ECS Transactions","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Materials science; Galvanic cell; Galvanic corrosion; Metallurgy; Carbon steel; Corrosion; Carbon fibers; Coupling (piping); Composite material","score_opus":0.011956548102507897,"score_gpt":0.22531642580125685,"score_spread":0.21335987769874895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047198357","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98857874,0.000070895,0.010654898,0.000023295699,0.0000782143,0.00047279644,0.00004014384,0.000050928124,0.000030073948],"genre_scores_gemma":[0.9996104,0.00007544087,0.00024697237,0.000011533027,0.0000055299797,0.00002081865,0.000002442971,0.000014192201,0.000012623356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919564,0.00001509085,0.00031627002,0.00013914675,0.0001598113,0.00017403129],"domain_scores_gemma":[0.999033,0.00047732974,0.00005962407,0.00027440506,0.000112906695,0.0000427891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015029115,0.00013079417,0.00021775533,0.00006651676,0.00006898137,0.000015903173,0.00010758654,0.000066554305,0.0000046690993],"category_scores_gemma":[0.000029282852,0.0000974278,0.000058509853,0.00020091614,0.000068837064,0.00008575843,0.0000014669582,0.00017122476,1.0773624e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003178614,0.000006419375,0.00041017932,0.000048491333,0.000006108131,4.4713462e-7,0.00024119511,0.83073694,0.16768828,0.00017856405,0.0000012790089,0.00036426637],"study_design_scores_gemma":[0.0025467796,0.00075263734,0.074632466,0.00026984056,0.00007074129,0.0000032938647,0.0006199185,0.7828342,0.13760333,0.00019383755,0.00014058618,0.0003323982],"about_ca_topic_score_codex":0.000046721958,"about_ca_topic_score_gemma":0.00029178621,"teacher_disagreement_score":0.07422228,"about_ca_system_score_codex":0.00005646665,"about_ca_system_score_gemma":0.000038368147,"threshold_uncertainty_score":0.39729905},"labels":[],"label_agreement":null},{"id":"W2048012789","doi":"10.1061/41098(368)39","title":"Numerical Modeling to Achieve Concrete Durability for New Waterfront Structures of 100 Years or More, but at What Price?","year":2010,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Navy; Service life; Computer science; Construction engineering; Engineering; Reliability engineering","score_opus":0.021126658834050894,"score_gpt":0.258834363846827,"score_spread":0.2377077050127761,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048012789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93571454,0.00003662193,0.06224851,0.00024659093,0.00078214164,0.00058096676,0.000021745116,0.00020342827,0.00016544486],"genre_scores_gemma":[0.98094535,0.00001270007,0.018132126,0.00014941556,0.000100997924,0.000021339807,0.000010699244,0.00003451164,0.0005928706],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987113,0.000015652606,0.00041683443,0.0003317738,0.00019236672,0.0003320968],"domain_scores_gemma":[0.9988785,0.00015659712,0.000029257579,0.00052694074,0.00008611832,0.00032261614],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001811368,0.00020742894,0.00035825995,0.000049842372,0.00004190576,0.000054559434,0.00023800261,0.00014863929,0.0012939225],"category_scores_gemma":[0.00018960559,0.0001571577,0.00013722011,0.00009668541,0.00003930855,0.00020994694,0.000097784316,0.00019075372,0.000020487989],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020007405,0.000011692058,0.0011052765,0.0003741403,0.000058297952,0.0000037407722,0.0029808672,0.07445071,0.8754729,0.0004772185,0.0037577024,0.039306737],"study_design_scores_gemma":[0.0012775542,0.00028966996,0.0028694225,0.000031132982,0.000035756613,0.000014445615,0.00055198005,0.837312,0.15177019,0.0009606478,0.004227735,0.00065944955],"about_ca_topic_score_codex":0.00019798687,"about_ca_topic_score_gemma":0.0001361191,"teacher_disagreement_score":0.7628613,"about_ca_system_score_codex":0.00007700271,"about_ca_system_score_gemma":0.00006925551,"threshold_uncertainty_score":0.999619},"labels":[],"label_agreement":null},{"id":"W2050081114","doi":"10.1061/(asce)be.1943-5592.0000670","title":"System-Level Deterioration Model for Reinforced Concrete Bridge Decks","year":2014,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Spall; Bridge (graph theory); Reliability (semiconductor); Structural engineering; Engineering; Service life; Reliability engineering; Structural health monitoring","score_opus":0.028467348341009658,"score_gpt":0.2270175274196182,"score_spread":0.19855017907860853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050081114","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3360186,0.000064544874,0.6628432,0.000014299022,0.00073989376,0.000115782546,0.00001370617,0.00012434914,0.000065636195],"genre_scores_gemma":[0.9924406,0.000013508029,0.0070461784,0.000025045618,0.00035882508,0.000010298087,0.000004838498,0.000051423827,0.000049323404],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987189,0.000013228613,0.0006846904,0.00011051587,0.00021062147,0.00026204134],"domain_scores_gemma":[0.9991291,0.00013427145,0.00013821833,0.00021103036,0.00020851189,0.00017883943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006251804,0.0001977235,0.00038482074,0.00015361702,0.000043528016,0.00006446171,0.00018340789,0.00010271696,0.0000037557422],"category_scores_gemma":[0.00028426232,0.00019893062,0.00021570051,0.000102552665,0.000010651547,0.00029925755,0.000020091036,0.00021377712,0.0000057912216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003308534,4.1543376e-7,0.000021919835,0.00033941693,0.000021499704,0.0000023927494,0.0001471516,0.8779921,0.119101666,0.00025500788,0.00085946557,0.0012258835],"study_design_scores_gemma":[0.00074762665,0.00005572948,0.0011031167,0.00016014556,0.000033270866,0.00009135177,0.000008905771,0.9892639,0.007581937,0.000004247299,0.0007349549,0.00021484304],"about_ca_topic_score_codex":0.0000023524651,"about_ca_topic_score_gemma":0.0000010769763,"teacher_disagreement_score":0.65642196,"about_ca_system_score_codex":0.0001831667,"about_ca_system_score_gemma":0.00003428083,"threshold_uncertainty_score":0.8112155},"labels":[],"label_agreement":null},{"id":"W2050392097","doi":"10.2118/100599-ms","title":"Use of Silicate-Based Drilling Fluids To Mitigate Metal Corrosion","year":2007,"lang":"en","type":"article","venue":"International Symposium on Oilfield Chemistry","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Sodium silicate; Silicate; Drilling fluid; Potassium; Metal; Gravimetric analysis; Metallurgy; Potassium silicate; Materials science; Drilling; Sodium; Chemistry; Chemical engineering; Engineering","score_opus":0.01633260406687231,"score_gpt":0.23721845595415308,"score_spread":0.22088585188728077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050392097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97651756,0.000012406718,0.012691033,0.0005037336,0.00059811486,0.000074002994,0.000031804608,0.00014575449,0.009425618],"genre_scores_gemma":[0.99844414,0.000008496698,0.00052086444,0.0003061114,0.00010691935,0.00000773996,0.000033007575,0.000018034323,0.0005546667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989649,0.0000050830786,0.00034314743,0.0002126825,0.00030248935,0.0001717029],"domain_scores_gemma":[0.9991832,0.00025376267,0.000038017606,0.00026375777,0.00012271336,0.00013855645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001406284,0.00014729242,0.00014813925,0.000040072107,0.000023487775,0.000027508222,0.00022868627,0.00011824382,0.0004925861],"category_scores_gemma":[0.00011619676,0.00015176075,0.000116485564,0.00009771349,0.000026772357,0.0000626432,0.000038728802,0.0001583807,0.000021434382],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000081383616,0.00002805208,0.0010001455,0.000038765284,0.000008838531,0.0000054148145,0.000035395242,0.0111426795,0.9858397,0.000032252083,0.00034837908,0.0014389586],"study_design_scores_gemma":[0.00019347151,0.000022390532,0.0003077566,0.00006817359,0.000007203367,0.000002766937,0.000012308762,0.01665615,0.97405815,0.000008283094,0.00851315,0.00015017662],"about_ca_topic_score_codex":0.000017142958,"about_ca_topic_score_gemma":0.000005465566,"teacher_disagreement_score":0.021926628,"about_ca_system_score_codex":0.00008988931,"about_ca_system_score_gemma":0.000012124107,"threshold_uncertainty_score":0.6188624},"labels":[],"label_agreement":null},{"id":"W2050715933","doi":"10.1139/l01-037","title":"Role of synthetic fibers in delaying steel corrosion cracks and improving bond with concrete","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Corrosion; Slippage; Cracking; Composite material; Bond strength; Curing (chemistry); Polypropylene; Steel bar; Fiber-reinforced concrete; Concrete cover; Fiber; Adhesive","score_opus":0.0038938699820178497,"score_gpt":0.16011335205570326,"score_spread":0.1562194820736854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050715933","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936039,0.00206916,0.0031960872,0.00001940215,0.00016920072,0.00008337916,0.0000046766822,0.000019085914,0.0008351182],"genre_scores_gemma":[0.99948525,0.00005474888,0.00037912902,0.00000928979,0.00003294979,0.0000015645696,4.9747797e-7,0.00002997424,0.0000066084385],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991165,0.000009822988,0.0003678869,0.00009934842,0.000116297975,0.00029016155],"domain_scores_gemma":[0.99925834,0.00008602866,0.000070589136,0.00013008201,0.00006920506,0.00038574706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024586567,0.00014922833,0.00028090214,0.0003551427,0.000028051409,0.000030293724,0.00010883412,0.0000713778,0.000049968472],"category_scores_gemma":[0.00009383687,0.00014538337,0.00004460401,0.00021957008,0.000037382128,0.00018650189,0.000008921602,0.00028771622,4.3668544e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007998642,0.0000025454995,0.056041732,0.00046841317,0.000033842076,0.000408931,0.002822419,0.40485868,0.5256516,0.0001574912,0.000112667985,0.009361729],"study_design_scores_gemma":[0.0031304578,0.00050577556,0.05341503,0.0028427015,0.00012620115,0.0020962458,0.0027152216,0.90761924,0.020538216,0.000098998426,0.0056959633,0.001215975],"about_ca_topic_score_codex":0.0005470393,"about_ca_topic_score_gemma":0.02969821,"teacher_disagreement_score":0.50511336,"about_ca_system_score_codex":0.00019429195,"about_ca_system_score_gemma":0.00017147693,"threshold_uncertainty_score":0.98800725},"labels":[],"label_agreement":null},{"id":"W2051618887","doi":"10.1061/(asce)0899-1561(2003)15:4(358)","title":"Bond Behavior of Corroded Steel Reinforcement in Concrete Wrapped with Carbon Fiber Reinforced Polymer Sheets","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Corrosion; Composite material; Bond strength; Concrete cover; Ultimate tensile strength; Steel bar; Reinforcement; Cement; Bond; Fibre-reinforced plastic; Adhesive; Layer (electronics)","score_opus":0.008246540842898744,"score_gpt":0.2007710599028884,"score_spread":0.19252451905998966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051618887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99751306,0.00026767483,0.0002532096,0.0000051293046,0.0006080872,0.00022739923,0.00000481811,0.00003093141,0.0010897181],"genre_scores_gemma":[0.99936473,0.000043643122,0.00042324388,0.0000071250797,0.00003295972,0.000016125197,0.0000018003171,0.00004267204,0.00006772596],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980968,0.00003548899,0.001129571,0.00012148593,0.00030354614,0.0003131031],"domain_scores_gemma":[0.9993162,0.00006564363,0.00020549702,0.0002399759,0.00007344013,0.00009920764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070644874,0.00024398249,0.0006212157,0.0003451887,0.000008505949,0.000024731191,0.00014893252,0.00012060191,0.00037836825],"category_scores_gemma":[0.000101265,0.00021989147,0.00006453141,0.00024768847,0.000024055053,0.00016179707,0.000022178045,0.00022910027,0.000001231288],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010688827,0.000004194412,0.00040068597,0.00021135551,0.000012909794,0.00005570824,0.0002721457,0.15900394,0.8397912,0.000090614616,0.000015338592,0.000035008994],"study_design_scores_gemma":[0.0023806822,0.00018554687,0.0025026572,0.00052685535,0.000035857687,0.000090869835,0.000095045165,0.00633338,0.9874192,0.0000012182568,0.000112779046,0.00031590363],"about_ca_topic_score_codex":0.000028036957,"about_ca_topic_score_gemma":0.000019160825,"teacher_disagreement_score":0.15267056,"about_ca_system_score_codex":0.00016484589,"about_ca_system_score_gemma":0.000057692185,"threshold_uncertainty_score":0.89669144},"labels":[],"label_agreement":null},{"id":"W2052955505","doi":"10.2749/101686610793557681","title":"A Composite Bridge is Favoured by Quantifying Ecological Impact","year":2010,"lang":"en","type":"article","venue":"Structural Engineering International","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Bridge (graph theory); Life-cycle assessment; Arbitrariness; Harm; Computer science; Environmental impact assessment; Risk analysis (engineering); Environmental resource management; Civil engineering; Engineering; Environmental science; Construction engineering; Transport engineering; Environmental economics; Business; Ecology; Economics","score_opus":0.011970866170930246,"score_gpt":0.26903486496921325,"score_spread":0.257063998798283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052955505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99411964,0.000035585716,0.0018758537,0.00012912587,0.0027440959,0.00008128088,0.00016907808,0.00046175715,0.00038356186],"genre_scores_gemma":[0.99848086,0.000004713447,0.0011188805,0.00005121387,0.00018533043,0.0000069307,0.000085563166,0.000025030495,0.000041492767],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991327,0.000004923944,0.00022265225,0.00019399758,0.00020213296,0.00024359649],"domain_scores_gemma":[0.99957305,0.00005449314,0.000022765635,0.00016638983,0.000054368662,0.00012893509],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000063256,0.00020292934,0.0001594588,0.00007524277,0.000041542917,0.00009278391,0.00027907666,0.00011173585,0.0016241105],"category_scores_gemma":[0.000066442444,0.0001788125,0.0001330332,0.000087561006,0.000025816094,0.00015546709,0.000051683317,0.00045590257,0.00003385404],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014824975,0.00000537085,0.017297907,0.000020144951,0.00006600468,0.000005071497,0.00013240072,0.013161988,0.96205485,0.0004042079,0.0044199387,0.002417264],"study_design_scores_gemma":[0.00033823354,0.000016633403,0.36227167,0.000008583139,0.0000060587686,0.00006329087,0.0000031834716,0.61880755,0.0129463095,0.00004770755,0.005198716,0.0002920263],"about_ca_topic_score_codex":0.000024928282,"about_ca_topic_score_gemma":0.000007519944,"teacher_disagreement_score":0.94910854,"about_ca_system_score_codex":0.000087793014,"about_ca_system_score_gemma":0.000009121013,"threshold_uncertainty_score":0.99928856},"labels":[],"label_agreement":null},{"id":"W2053595741","doi":"10.1139/l02-009","title":"Perméabilité in situ du béton de peau, établie à partir de la percolation d'un gaz en régime d'écoulement permanent","year":2002,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Permeameter; Permeability (electromagnetism); Durability; Geotechnical engineering; Porosity; Materials science; Composite material; Geology; Chemistry; Hydraulic conductivity; Soil science","score_opus":0.0058057126540636385,"score_gpt":0.18139246257355832,"score_spread":0.1755867499194947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053595741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.991483,0.0010983801,0.0045715626,0.00031799352,0.0002744916,0.000096231284,0.000005108123,0.000038994534,0.0021142417],"genre_scores_gemma":[0.99925035,0.00013977003,0.00033250783,0.000042824027,0.00017501932,0.0000072995326,0.000001555706,0.000035824945,0.000014820373],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987752,0.00007488175,0.00042418088,0.00011191486,0.00014891523,0.00046493113],"domain_scores_gemma":[0.9989821,0.00016127912,0.000039610386,0.0001619795,0.000053794665,0.0006012578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000862868,0.00017786783,0.00022713986,0.00033040132,0.00005228469,0.00008510003,0.00017933435,0.00011884578,0.00082849787],"category_scores_gemma":[0.0002861879,0.00019877723,0.000107852255,0.0001984863,0.00003082103,0.00019151671,0.0000102881895,0.00045288683,0.0000085973925],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006724825,0.000022544842,0.0469249,0.00016776599,0.000031560907,0.00036339837,0.010367556,0.8729052,0.06405703,0.00021487508,0.0013544324,0.0035840005],"study_design_scores_gemma":[0.0010010634,0.00007677073,0.21851997,0.0002421127,0.00004428578,0.0005591983,0.00042565368,0.75211495,0.004005368,0.00011200739,0.022399167,0.00049942266],"about_ca_topic_score_codex":0.00029870888,"about_ca_topic_score_gemma":0.019844193,"teacher_disagreement_score":0.17159508,"about_ca_system_score_codex":0.0011776505,"about_ca_system_score_gemma":0.00014693114,"threshold_uncertainty_score":0.9980411},"labels":[],"label_agreement":null},{"id":"W2053906935","doi":"10.1061/41187(420)37","title":"Internal PCCP Force Main Deterioration—Analysis and Rehabilitation","year":2011,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Cameco (Canada)","funders":"","keywords":"Corrosion; Pipeline transport; Service life; Water pipe; Geotechnical engineering; Engineering; Geology; Environmental science; Materials science; Petroleum engineering; Metallurgy; Composite material; Mechanical engineering","score_opus":0.010470862042845652,"score_gpt":0.20336063714337854,"score_spread":0.1928897751005329,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053906935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8762206,0.000016135458,0.112741224,0.000024982062,0.00005790418,0.000058285146,0.0000020870193,0.00012912696,0.010749669],"genre_scores_gemma":[0.9919251,0.0000045764655,0.0077503,0.000028413255,0.0000073807837,0.000006948806,0.0000021367541,0.000004959037,0.00027018756],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996284,0.000016308388,0.00013676382,0.000098816185,0.000049114642,0.00007058068],"domain_scores_gemma":[0.99973047,0.000061355706,0.000009672588,0.00013002213,0.00002081427,0.000047639853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012314181,0.000057623893,0.00008708137,0.00008539314,0.000018931702,0.000016754002,0.000037245423,0.000028499318,0.0008305914],"category_scores_gemma":[0.000048945003,0.00005114887,0.00005115013,0.0001524979,0.000024326513,0.00010539955,0.000015594545,0.000038076894,0.000014790041],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016597431,0.000051451192,0.66848534,0.00026070146,0.0004411149,0.000007858142,0.018710265,0.0003506535,0.2040488,0.012026112,0.0029133067,0.092538446],"study_design_scores_gemma":[0.00032302763,0.0001130166,0.8518677,0.00000974164,0.00016207098,0.000004035311,0.00072296354,0.13590375,0.006358722,0.003768416,0.0004932876,0.00027332682],"about_ca_topic_score_codex":0.0000792392,"about_ca_topic_score_gemma":0.0004573697,"teacher_disagreement_score":0.19769007,"about_ca_system_score_codex":0.000022082642,"about_ca_system_score_gemma":0.0000026885496,"threshold_uncertainty_score":0.9094394},"labels":[],"label_agreement":null},{"id":"W2054239608","doi":"10.1016/j.cemconres.2013.11.003","title":"Evaluation of the stiffness damage test (SDT) as a tool for assessing damage in concrete due to ASR: Test loading and output responses for concretes incorporating fine or coarse reactive aggregates","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Materials science; Hysteresis; Young's modulus; Test method; Deformation (meteorology); Geotechnical engineering; Composite material; Engineering; Geology","score_opus":0.09503507354477714,"score_gpt":0.37281817505084447,"score_spread":0.27778310150606733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054239608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99499136,0.0002577102,0.00052604,0.00041849248,0.00009780998,0.0031223348,0.00012457279,0.000049092156,0.00041259962],"genre_scores_gemma":[0.9979798,0.000021617572,0.00096594344,0.000048199006,0.00008009177,0.00065139454,0.000026399131,0.000044389926,0.00018212644],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969895,0.0006250555,0.0005893338,0.00050534424,0.0007690127,0.0005217455],"domain_scores_gemma":[0.9843893,0.013719265,0.00014454802,0.00044266984,0.0011421214,0.00016211],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.010324137,0.00027013707,0.0004878706,0.00026914277,0.00036285442,0.00027123562,0.00026028132,0.00013530086,0.000025937063],"category_scores_gemma":[0.029603813,0.00021120899,0.00006490238,0.0004992525,0.0003357217,0.00031494268,0.0002671635,0.00031460944,0.0000015324762],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012395257,0.00000807467,0.02894596,0.0010733239,0.00005846731,0.0000062034424,0.002232716,0.00014739363,0.8745321,0.0008715093,0.0004282448,0.090456456],"study_design_scores_gemma":[0.006878613,0.0013358104,0.030095298,0.0014919677,0.00016365689,0.000011237761,0.0037599783,0.8102722,0.14255784,0.0012282027,0.0015294957,0.0006757008],"about_ca_topic_score_codex":0.00008942257,"about_ca_topic_score_gemma":0.00011309566,"teacher_disagreement_score":0.8101248,"about_ca_system_score_codex":0.00021546631,"about_ca_system_score_gemma":0.00033417734,"threshold_uncertainty_score":0.9785702},"labels":[],"label_agreement":null},{"id":"W2055445071","doi":"10.5539/mas.v6n7p64","title":"Coupled Safety Assessment of Cable Stay Bridges","year":2012,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Service life; Computer science; Rehabilitation; Service (business); Risk analysis (engineering); Forensic engineering; Construction engineering; Environmental science; Business; Reliability engineering; Engineering; Medicine","score_opus":0.015216513622793955,"score_gpt":0.2556300343058399,"score_spread":0.24041352068304597,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055445071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5569283,0.0000630374,0.4194837,0.000012397179,0.00020118797,0.00014931815,0.0000066756133,0.00012200261,0.023033407],"genre_scores_gemma":[0.997112,0.000008395605,0.0027699221,0.000023170322,0.000019724948,0.000011850896,0.0000014088274,0.000008249091,0.000045275312],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989578,0.0000050644467,0.0001797135,0.00015868855,0.00036259962,0.00033614135],"domain_scores_gemma":[0.9994218,0.000041603384,0.000025896414,0.00032682222,0.000039618037,0.0001442957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072162657,0.00009037266,0.00014323308,0.000051304596,0.00009320648,0.000020932048,0.0002422595,0.000027700682,0.00013258122],"category_scores_gemma":[0.000014432854,0.00008281971,0.00002436305,0.00025548053,0.00019420308,0.00015979976,0.00007667136,0.00008673644,0.000012355265],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000045448355,0.00001691245,0.004343179,0.000026523914,0.000001415058,7.287392e-8,0.00034713448,0.011496799,0.97837096,0.0022804968,0.000037784863,0.0030741987],"study_design_scores_gemma":[0.00014910071,0.0000045722727,0.065529294,0.0000039149004,0.0000034026532,6.496218e-7,0.00005945735,0.9004322,0.033188004,0.00010569284,0.00041336037,0.00011029568],"about_ca_topic_score_codex":0.000017806442,"about_ca_topic_score_gemma":0.000004504722,"teacher_disagreement_score":0.9451829,"about_ca_system_score_codex":0.00013872459,"about_ca_system_score_gemma":0.00007219252,"threshold_uncertainty_score":0.33772895},"labels":[],"label_agreement":null},{"id":"W2056148193","doi":"10.1016/j.cemconcomp.2009.05.008","title":"Nonlinear relationships between parameters of simplified diffusion-based model for service life design of concrete structures exposed to chlorides","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Corrosion; Durability; Concrete cover; Chloride; Diffusion; Materials science; Nonlinear system; Cover (algebra); Structural engineering; Reinforced concrete; Composite material; Metallurgy; Engineering; Mechanical engineering; Thermodynamics","score_opus":0.07029062969392245,"score_gpt":0.2527514200598119,"score_spread":0.1824607903658894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056148193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8115538,0.00013220172,0.1871056,0.00018832267,0.000042388237,0.0007526531,0.000121127494,0.000081959675,0.000021963477],"genre_scores_gemma":[0.9682972,0.000013229633,0.031217152,0.00029899474,0.000027840872,0.00002666849,0.000094320414,0.00002009768,0.000004496204],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871624,0.000045028035,0.0005719632,0.0002531669,0.0001822771,0.00023135127],"domain_scores_gemma":[0.99821883,0.00096330146,0.00011301277,0.00030056067,0.00018748651,0.00021682223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026417171,0.00024250644,0.00048252547,0.000121724384,0.00010203388,0.000027684871,0.00018851287,0.00011081082,0.000011260096],"category_scores_gemma":[0.0001463996,0.00023279015,0.0000920097,0.00019016323,0.000050685467,0.00007132777,0.000032132415,0.00011834267,7.3114575e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042989696,0.0000023286243,0.0028310176,0.00022612508,0.000046945053,2.013698e-7,0.0008033104,0.102627374,0.8920442,0.0002072718,0.0000954295,0.0006859347],"study_design_scores_gemma":[0.001079784,0.0003067952,0.0021101045,0.00005487826,0.00008461794,1.1440599e-7,0.00009900929,0.7797062,0.21597427,0.00033163183,0.000021724454,0.00023085695],"about_ca_topic_score_codex":0.000006808989,"about_ca_topic_score_gemma":0.0000011338744,"teacher_disagreement_score":0.67707884,"about_ca_system_score_codex":0.000024757475,"about_ca_system_score_gemma":0.000050574658,"threshold_uncertainty_score":0.94929063},"labels":[],"label_agreement":null},{"id":"W2056616829","doi":"10.1139/l07-063","title":"Stresses induced by alkali–silica reactivity in prototypes of reinforced concrete columns incorporating various types of reactive aggregates","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université Laval; Natural Resources Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère des Transports","keywords":"Transverse plane; Materials science; Composite material; Tension (geology); Perpendicular; Rod; Structural engineering; Welding; Ultimate tensile strength; Engineering; Geometry","score_opus":0.007678398390992919,"score_gpt":0.19938564814394952,"score_spread":0.1917072497529566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056616829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963932,0.0006195885,0.0013366429,0.000017018672,0.00020719574,0.00024410868,0.000028407745,0.000023415616,0.0011303978],"genre_scores_gemma":[0.9996652,0.000015822452,0.000236035,0.00000537352,0.000033530872,0.0000038791377,0.0000032259366,0.000029171148,0.000007732472],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99865395,0.000022833665,0.00073247333,0.000107760454,0.0001784645,0.00030451614],"domain_scores_gemma":[0.9986867,0.00028855432,0.00029288873,0.0001803576,0.00022317197,0.00032836138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006573852,0.00017868688,0.00046938952,0.00042448283,0.000022652985,0.000016603648,0.000188766,0.00014073004,0.000037177466],"category_scores_gemma":[0.0007212569,0.00019522262,0.00008520345,0.0004430084,0.000052439424,0.0002493334,0.000012084896,0.00042025727,3.9897915e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006430795,0.000002887207,0.007286732,0.00032241995,0.00006120568,0.000059824913,0.0010063744,0.03273949,0.95667845,0.00017606838,0.00008030892,0.0015219522],"study_design_scores_gemma":[0.0014962429,0.00049923,0.021476228,0.001713778,0.00006172406,0.00008905382,0.0006515141,0.0388707,0.9331672,0.000073992414,0.001209087,0.000691216],"about_ca_topic_score_codex":0.0040993937,"about_ca_topic_score_gemma":0.059912115,"teacher_disagreement_score":0.05581272,"about_ca_system_score_codex":0.00023885332,"about_ca_system_score_gemma":0.00036637124,"threshold_uncertainty_score":0.957242},"labels":[],"label_agreement":null},{"id":"W2056875717","doi":"10.1002/maco.200604043","title":"Effects of Tafel slope, exchange current density and electrode potential on the corrosion of steel in concrete","year":2007,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Tafel equation; Corrosion; Cathodic protection; Exchange current density; Anode; Cathode; Electrode; Materials science; Metallurgy; Current (fluid); Current density; Electrochemistry; Chemistry; Thermodynamics","score_opus":0.006568892693165925,"score_gpt":0.20559974292334346,"score_spread":0.19903085023017753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056875717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968052,0.0009473494,0.0011148655,0.000017695576,0.00063987845,0.00039632962,0.00001352829,0.000028493569,0.000036695747],"genre_scores_gemma":[0.9988904,0.0009910921,0.000020431313,0.000028623426,0.00003540343,0.000008134877,0.000005908286,0.000013366166,0.0000066450084],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990518,0.000079859776,0.00033879868,0.00017937718,0.00015259978,0.0001975355],"domain_scores_gemma":[0.99947995,0.00018604714,0.0000787854,0.00016009867,0.000039824834,0.00005530332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057907525,0.00015417601,0.00030773075,0.00006843848,0.00004517752,0.000018018902,0.00007042371,0.00008422468,0.00003553496],"category_scores_gemma":[0.000060460407,0.00011068233,0.000029026085,0.00009726327,0.000072241346,0.000044491593,0.00008005473,0.00010012065,0.0000014112984],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031191707,0.000009320976,0.0006535946,0.00045474165,6.423997e-7,0.0000024434905,0.0001698386,0.000004378323,0.99501365,0.00015306134,0.00006860239,0.0031577912],"study_design_scores_gemma":[0.0006363584,0.00016707038,0.046720933,0.00023955203,0.000014663845,0.0000034589198,0.00003083676,0.00046042766,0.9514354,0.00005840302,0.0001191848,0.0001137274],"about_ca_topic_score_codex":0.000030244775,"about_ca_topic_score_gemma":0.000019805371,"teacher_disagreement_score":0.04606734,"about_ca_system_score_codex":0.000021677008,"about_ca_system_score_gemma":0.0000067244437,"threshold_uncertainty_score":0.45134947},"labels":[],"label_agreement":null},{"id":"W2057423728","doi":"10.1002/maco.200604010","title":"A practical method for calculating the corrosion rate of uniformly depassivated reinforcing bars in concrete","year":2007,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Corrosion; Polarization (electrochemistry); Anode; Materials science; Service life; Computer science; Structural engineering; Metallurgy; Composite material; Engineering; Electrode","score_opus":0.019716896922954065,"score_gpt":0.29363537920893296,"score_spread":0.27391848228597887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057423728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7891874,0.000038589325,0.20971239,0.00007250497,0.00038825482,0.0004442541,0.000017960414,0.000059808324,0.00007887777],"genre_scores_gemma":[0.9919581,0.000034218418,0.007805423,0.000082093116,0.00003718121,0.000023066057,0.000019738563,0.000023539993,0.000016682718],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987118,0.00009702772,0.00061323674,0.00018725374,0.00010224947,0.00028840336],"domain_scores_gemma":[0.9987321,0.00080641726,0.00011740077,0.00020094839,0.00007333383,0.000069795264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023849453,0.00016564035,0.00032122745,0.000067611174,0.000102010585,0.00005131771,0.00007600844,0.00013210613,0.000043215754],"category_scores_gemma":[0.00041601574,0.00011832808,0.00004725873,0.00016641182,0.00004640267,0.0001238165,0.000066138244,0.00010831812,0.0000013997197],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032437118,0.0000018498515,0.00028166664,0.00013365777,9.72698e-7,0.0000027165986,0.00020481295,0.00022800917,0.9958004,0.00095851376,0.00007180778,0.0019912533],"study_design_scores_gemma":[0.00095221604,0.0001256833,0.0031477828,0.00016619854,0.000021751739,0.00001726018,0.00033931583,0.07005955,0.9241844,0.00020267275,0.0005926506,0.00019052989],"about_ca_topic_score_codex":0.00012191103,"about_ca_topic_score_gemma":0.00004187409,"teacher_disagreement_score":0.2027707,"about_ca_system_score_codex":0.000043803204,"about_ca_system_score_gemma":0.000020000547,"threshold_uncertainty_score":0.4825279},"labels":[],"label_agreement":null},{"id":"W2060867870","doi":"10.1061/9780784413357.092","title":"Staged Failure Mechanism of Aged RC Beam-Columns Subjected to Corrosion Loads Using Simplified Nonlinear Finite Element Model","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Structural engineering; Finite element method; Beam (structure); Corrosion; Materials science; Nonlinear system; Stiffness; Failure mechanism; Displacement (psychology); Drop (telecommunication); Flexural strength; Structural load; Engineering; Composite material; Physics; Mechanical engineering","score_opus":0.01243308119280213,"score_gpt":0.23493848613010318,"score_spread":0.22250540493730106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060867870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80091536,0.000024543247,0.19714023,0.000022372049,0.00075936434,0.00054274296,0.00022560061,0.00025779096,0.00011201549],"genre_scores_gemma":[0.9895143,0.0000072230887,0.010031111,0.00012664664,0.000095893236,0.000017060884,0.00007787383,0.000071844435,0.000058071255],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978868,0.000108800545,0.00061462616,0.00045597844,0.00043945955,0.00049433426],"domain_scores_gemma":[0.9983966,0.00017473883,0.00014060817,0.000796957,0.00021747104,0.00027367563],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003249791,0.00039447178,0.00058333564,0.0001979096,0.00014491858,0.000067026864,0.0003909234,0.00023863844,0.00035034883],"category_scores_gemma":[0.00023404419,0.0003825046,0.00014931573,0.00023828517,0.00006649566,0.000111384856,0.00016872789,0.0003509498,0.000012514428],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009600582,0.000009490929,0.0003402902,0.0001499288,0.000016269663,0.0000015940096,0.00038228926,0.21008933,0.7866959,0.00070122984,0.0007074652,0.0008102074],"study_design_scores_gemma":[0.00096783956,0.00010814079,0.000565674,0.000056141424,0.000047772603,0.0000018771915,0.000111079826,0.6632237,0.33279157,0.0013126344,0.00037126543,0.00044232677],"about_ca_topic_score_codex":0.000061720275,"about_ca_topic_score_gemma":0.00043940078,"teacher_disagreement_score":0.45390433,"about_ca_system_score_codex":0.000098134566,"about_ca_system_score_gemma":0.000051659794,"threshold_uncertainty_score":0.9998627},"labels":[],"label_agreement":null},{"id":"W2061085542","doi":"10.1061/(asce)be.1943-5592.0000374","title":"Total Cost-Benefit Analysis of Alternative Corrosion Management Strategies for a Steel Roadway Bridge","year":2012,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Girder; Corrosion; Bridge (graph theory); Engineering; Carbon steel; Weathering steel; Forensic engineering; Corrosion prevention; Civil engineering; Structural engineering; Materials science; Metallurgy","score_opus":0.021767413911764625,"score_gpt":0.25486654020777105,"score_spread":0.23309912629600643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061085542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5695861,0.0004191906,0.42888123,0.000007158788,0.00073438237,0.00016075859,0.000038566217,0.00003451976,0.00013808162],"genre_scores_gemma":[0.99809444,0.00009644345,0.0015215031,0.0000075695043,0.00019858773,0.000013066621,0.000008048416,0.00003006482,0.000030248391],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986453,0.000010450814,0.00064075657,0.0001027025,0.0002849183,0.00031587345],"domain_scores_gemma":[0.99915624,0.00013769118,0.00017885823,0.00019572907,0.00015892387,0.00017255603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044207316,0.00019755689,0.00051367894,0.00049814937,0.00002495394,0.000039117887,0.00017296876,0.00005817741,0.00003286284],"category_scores_gemma":[0.000037146794,0.00019063846,0.00041350868,0.00045052532,0.0000143765865,0.00045678628,0.00004148498,0.00017466492,0.0000015866084],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048434074,0.000033969896,0.0012235676,0.00019701783,0.0004759843,0.0000046579707,0.00056413916,0.9766398,0.01634207,0.000525433,0.000206957,0.003737938],"study_design_scores_gemma":[0.0008156514,0.00009986137,0.22404179,0.00012692297,0.0008154682,0.000029974022,0.00024106361,0.76375955,0.008860112,0.000015801987,0.0009122992,0.00028150788],"about_ca_topic_score_codex":0.000008323166,"about_ca_topic_score_gemma":0.000003864326,"teacher_disagreement_score":0.42850834,"about_ca_system_score_codex":0.00015512395,"about_ca_system_score_gemma":0.000012150912,"threshold_uncertainty_score":0.7774011},"labels":[],"label_agreement":null},{"id":"W2061281037","doi":"10.1016/j.cemconres.2009.06.011","title":"Processing of electron microprobe data from the analysis of altered cementitious materials","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Electron microprobe; Cementitious; Cement; Microanalysis; Materials science; Leaching (pedology); Microprobe; Porosity; Composite material; Mineralogy; Metallurgy; Chemistry; Geology; Organic chemistry","score_opus":0.09795854771362847,"score_gpt":0.35770008832618017,"score_spread":0.2597415406125517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061281037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965198,0.0022755107,0.00023228231,0.00017071427,0.000028163518,0.00022032176,0.00018004209,0.000018983133,0.00035418663],"genre_scores_gemma":[0.9989952,0.00056038186,0.000077975725,0.000020213502,0.000036452413,0.0000052814366,0.0002741016,0.000005825623,0.000024569788],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99881214,0.00011136023,0.00031216946,0.0002135762,0.00031973096,0.00023100208],"domain_scores_gemma":[0.99910235,0.00012418415,0.000044038232,0.0005595485,0.00012768399,0.000042188647],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010033139,0.00008489782,0.00025817082,0.00011485334,0.00007176088,0.000056787787,0.00036824093,0.000038086593,0.0003031063],"category_scores_gemma":[0.000049473056,0.000063312174,0.00003198403,0.00048199372,0.0001058,0.0000850656,0.00013660567,0.00010835433,0.0000017939337],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056031047,0.0000030971312,0.00046777775,0.000047750225,0.000121296864,3.8660332e-7,0.00024354897,0.000011246217,0.99191827,0.00006173655,0.0006611809,0.006407661],"study_design_scores_gemma":[0.0007891137,0.00021581343,0.021323154,0.00010691283,0.00046022158,4.099459e-7,0.00047121014,0.029351309,0.94411415,0.00031388347,0.0026385894,0.0002152118],"about_ca_topic_score_codex":0.0001682452,"about_ca_topic_score_gemma":0.000028017203,"teacher_disagreement_score":0.047804117,"about_ca_system_score_codex":0.000022889764,"about_ca_system_score_gemma":0.000031562355,"threshold_uncertainty_score":0.33188015},"labels":[],"label_agreement":null},{"id":"W2061420972","doi":"10.1016/j.conbuildmat.2014.09.103","title":"Process control of reinforcement corrosion in concrete. Part 2: Time-dependent dominating factors under different environmental conditions","year":2014,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Priority Academic Program Development of Jiangsu Higher Education Institutions; Ministry of Housing and Urban-Rural Development; National Natural Science Foundation of China","keywords":"Corrosion; Materials science; Wetting; Rebar; Polarization (electrochemistry); Metallurgy; Cathodic protection; Steel bar; Composite material; Microstructure; Oxygen; Anode; Electrode","score_opus":0.0052047205405496575,"score_gpt":0.20241721149555408,"score_spread":0.19721249095500443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061420972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99322295,0.00001847447,0.0056886277,0.0000128882275,0.00055747555,0.00026397844,0.00007102581,0.00007457265,0.00009001234],"genre_scores_gemma":[0.99979705,0.00002441358,0.000049103393,0.00001721661,0.00003238268,0.000021395037,0.000035210232,0.000013860788,0.000009390921],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989894,0.000072815055,0.00045780788,0.0001794334,0.00013690602,0.00016361404],"domain_scores_gemma":[0.9995773,0.00011077827,0.000108458196,0.000121659556,0.000014127153,0.00006766967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021393455,0.00016585673,0.0003266069,0.00008674083,0.000067492445,0.000035105422,0.000054811942,0.000082855324,0.0008385981],"category_scores_gemma":[0.000041506068,0.00014807838,0.00003163244,0.000037349866,0.0001301543,0.000103006474,0.000025578096,0.0000668572,0.0000036505173],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023870823,0.000003510934,0.007420035,0.00007440056,0.000005158613,1.533833e-7,0.000088374436,0.0012176258,0.99034476,0.00037970737,0.000005715811,0.00043665955],"study_design_scores_gemma":[0.0013940077,0.000046395548,0.007289013,0.00012548541,0.000023846043,0.000009027325,0.0003780918,0.00530192,0.9849562,0.00023359175,0.000044709257,0.00019772703],"about_ca_topic_score_codex":0.000005120395,"about_ca_topic_score_gemma":9.648151e-7,"teacher_disagreement_score":0.006574082,"about_ca_system_score_codex":0.0000658258,"about_ca_system_score_gemma":0.000005708353,"threshold_uncertainty_score":0.91820616},"labels":[],"label_agreement":null},{"id":"W2061635128","doi":"10.5539/ijc.v1n2p10","title":"Study on the Structure and Properties of a Hybrid Resins","year":2009,"lang":"en","type":"article","venue":"International Journal of Chemistry","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Polyurea; Chemistry; Dynamic mechanical analysis; Isocyanate; Hybrid material; Chemical engineering; Thermal analysis; Elastomer; Fracture toughness; Composite material; Polyurethane; Organic chemistry; Materials science; Polymer; Thermal","score_opus":0.014284389968712114,"score_gpt":0.23028344614986718,"score_spread":0.21599905618115506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061635128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987319,0.00011954696,0.000013441746,0.0005432421,0.00009301907,0.000025219388,0.0000046976947,0.0000055870432,0.0004633102],"genre_scores_gemma":[0.999831,0.000010979704,0.000009871941,0.0000451175,0.00008186912,1.2641149e-7,1.9181594e-7,0.0000024370258,0.000018363042],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995537,0.000006749464,0.00016926545,0.000033449738,0.00020442512,0.000032416436],"domain_scores_gemma":[0.9997166,0.00002235064,0.00005448441,0.000063584026,0.00012215743,0.00002087053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000074780815,0.00004680025,0.00007161199,0.000013549339,0.000008758828,0.00001690808,0.0001532851,0.000010720788,0.000041379313],"category_scores_gemma":[0.00008793175,0.000028137274,0.000029015664,0.000015626278,0.0000193837,0.000033388416,0.000010278678,0.00012536357,1.6447969e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076506505,0.000030729207,0.0010226461,0.000008076812,0.00003489128,0.000020705269,0.0003540735,0.00022132037,0.9964052,0.000010408396,0.0003256526,0.0014898111],"study_design_scores_gemma":[0.0002703257,0.000047610672,0.0062848623,0.000065276334,0.0000067319406,0.0001240677,0.00029969434,0.00017142136,0.9923384,0.00020354062,0.00015033883,0.000037704624],"about_ca_topic_score_codex":3.6215417e-7,"about_ca_topic_score_gemma":1.5897768e-7,"teacher_disagreement_score":0.005262216,"about_ca_system_score_codex":0.000021574233,"about_ca_system_score_gemma":0.000012786123,"threshold_uncertainty_score":0.11474047},"labels":[],"label_agreement":null},{"id":"W2063242187","doi":"10.1061/(asce)be.1943-5592.0000417","title":"Eliminating Deck Joints Using Debonded Link Slabs: Research and Field Tests in Ontario","year":2013,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"Ministère des Transports","keywords":"Structural engineering; Durability; Slab; Expansion joint; Deck; Girder; Pier; Engineering; Joint (building); Bridge (graph theory); Load testing; Christian ministry; Forensic engineering; Geotechnical engineering; Materials science; Composite material","score_opus":0.062211654975515514,"score_gpt":0.28762887581767976,"score_spread":0.22541722084216426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063242187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99486274,0.0002914352,0.0041370066,0.00010396384,0.00030499315,0.00010851571,2.5146028e-7,0.000030088853,0.00016100402],"genre_scores_gemma":[0.9963133,0.000023815688,0.0034845383,0.000012884323,0.000115315765,0.00000271057,2.0846149e-7,0.000023400797,0.000023868053],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988047,0.000020479483,0.0004991958,0.000106663836,0.00025544397,0.0003135107],"domain_scores_gemma":[0.9990699,0.00040694594,0.000049198003,0.00013365124,0.00018281255,0.00015744532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070647505,0.00012756581,0.00025877813,0.00035159182,0.000034222314,0.00008221305,0.00012543889,0.000095278745,0.00006858363],"category_scores_gemma":[0.0005941165,0.00012755093,0.000049310423,0.00021936274,0.00001434933,0.0003383059,0.00006038476,0.0009539992,0.0000042966785],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041537744,0.000036577054,0.15865704,0.00043828101,0.000055579574,0.00022023,0.0033631965,0.14203216,0.66295034,0.00003920148,0.000616244,0.03154963],"study_design_scores_gemma":[0.0007037286,0.00016383696,0.48853123,0.0006291128,0.000008389698,0.00023859387,0.0001228211,0.48875907,0.020205205,0.00010671643,0.00027121155,0.00026010867],"about_ca_topic_score_codex":0.0017463524,"about_ca_topic_score_gemma":0.0020776372,"teacher_disagreement_score":0.64274514,"about_ca_system_score_codex":0.0003240209,"about_ca_system_score_gemma":0.00006297498,"threshold_uncertainty_score":0.5201376},"labels":[],"label_agreement":null},{"id":"W2064239676","doi":"10.5006/1328","title":"The Influence of the Cations in Anti-Icing Brines on the Corrosion of Reinforcing Steel in Synthetic Concrete Pore Solution","year":2015,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Brine; Chloride; Materials science; Salt (chemistry); Metallurgy; Drop (telecommunication); Inorganic chemistry; Chemistry; Organic chemistry","score_opus":0.019126135813076598,"score_gpt":0.2260034646897098,"score_spread":0.2068773288766332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064239676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977588,0.00019315864,0.00039965654,0.00034835507,0.0003788879,0.00044085126,0.000005730372,0.00003486153,0.00043972256],"genre_scores_gemma":[0.9997756,0.00008324016,0.000012687359,0.000038841485,0.000011612717,0.000021072363,0.000002563896,0.000013994835,0.00004037083],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986777,0.00013915681,0.00052619964,0.00015619319,0.00029224245,0.00020852569],"domain_scores_gemma":[0.99846655,0.00058890664,0.00014651661,0.0006179012,0.00013801859,0.00004207749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009263501,0.00014063057,0.00020411616,0.000078523386,0.00012249149,0.000018607781,0.00035066096,0.000081361046,0.00000386014],"category_scores_gemma":[0.00110343,0.000078531935,0.00006607943,0.0005241166,0.00017489398,0.00010710248,0.00012625635,0.00027337472,0.000003914998],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007353126,0.000008445526,0.050770238,0.00007902451,6.282073e-7,9.4391265e-7,0.0021482492,0.16039804,0.7838435,0.0011585964,0.00023016069,0.0012886332],"study_design_scores_gemma":[0.0012193987,0.00017585777,0.34611377,0.0024986407,0.000025537705,0.000012626474,0.0023922648,0.34974086,0.29641685,0.00038430095,0.00064708065,0.00037281748],"about_ca_topic_score_codex":0.00025270958,"about_ca_topic_score_gemma":0.00037899683,"teacher_disagreement_score":0.48742667,"about_ca_system_score_codex":0.00013797265,"about_ca_system_score_gemma":0.00006908657,"threshold_uncertainty_score":0.32024392},"labels":[],"label_agreement":null},{"id":"W2064940409","doi":"10.1002/bate.201101520","title":"Die Überprüfung von Spannbetonkonstruktionen auf Unversehrtheit der Spannglieder","year":2011,"lang":"de","type":"article","venue":"Bautechnik","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Prestressed concrete; Engineering; Humanities; Physics; Structural engineering; Art","score_opus":0.0274632131340508,"score_gpt":0.20618578392210393,"score_spread":0.17872257078805315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064940409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49638852,0.056079734,0.10164171,0.0011942215,0.028289216,0.00526432,0.0007478545,0.011601348,0.29879305],"genre_scores_gemma":[0.99079525,0.0006383132,0.0055339336,0.00017343956,0.0005100313,0.00007428416,0.000047772795,0.00015720233,0.0020697566],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9969965,0.000093002294,0.00075119245,0.0007876699,0.00044458415,0.0009270135],"domain_scores_gemma":[0.99779624,0.000098911805,0.00014406847,0.0013743977,0.00015332772,0.00043303805],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00042185484,0.0006596923,0.00059938774,0.0002663799,0.00024504747,0.00009518437,0.0005803914,0.00063710904,0.0062695574],"category_scores_gemma":[0.00011157459,0.00070124556,0.00037988825,0.00042787936,0.00023050011,0.0003266249,0.000316623,0.0007603246,0.0043882276],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018090009,0.0023875798,0.085915454,0.004105833,0.004071777,0.0020171395,0.032437954,0.0012095523,0.0919044,0.09385884,0.11969369,0.5605888],"study_design_scores_gemma":[0.0028974034,0.00046126384,0.049311474,0.0007605959,0.0018629825,0.00007233693,0.00093708345,0.019675022,0.045425873,0.004367413,0.87008923,0.004139327],"about_ca_topic_score_codex":0.00032415814,"about_ca_topic_score_gemma":0.00008375587,"teacher_disagreement_score":0.75039554,"about_ca_system_score_codex":0.00028109207,"about_ca_system_score_gemma":0.000115768526,"threshold_uncertainty_score":0.99954385},"labels":[],"label_agreement":null},{"id":"W2065848172","doi":"10.1139/l03-045","title":"Cost optimization of concrete bridge infrastructure","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Life-cycle cost analysis; Reliability (semiconductor); Engineering; Cost analysis; Prestressed concrete; Girder; Key (lock); Computer science; Civil engineering; Forensic engineering; Reliability engineering","score_opus":0.009438718951425942,"score_gpt":0.1867369607354186,"score_spread":0.17729824178399264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065848172","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34959584,0.0034592059,0.63368356,0.000052135936,0.0034562172,0.00028298868,0.00006501811,0.00008982241,0.00931519],"genre_scores_gemma":[0.99824595,0.000038107333,0.0016189914,0.000015211997,0.000047213518,8.695786e-7,0.0000017783906,0.000024499177,0.000007365794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992668,0.000013637312,0.00035158487,0.000057130175,0.00010107433,0.00020977255],"domain_scores_gemma":[0.9992224,0.000041746334,0.00006270819,0.00012936881,0.00013861053,0.00040516182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001836497,0.000118452874,0.00022149381,0.00022860934,0.000021335432,0.000021501584,0.00011780837,0.0000756437,0.0005793057],"category_scores_gemma":[0.000295244,0.00012661134,0.00008039307,0.00021616666,0.000023686,0.00013190492,0.000002680958,0.0002173892,0.000001098567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013227169,1.8654164e-7,0.0010434111,0.00004879162,0.000014002354,0.00001354531,0.0001686121,0.99517465,0.0021020013,0.00021930902,0.0010224158,0.00019173109],"study_design_scores_gemma":[0.0023128707,0.00016991711,0.02802874,0.0006284757,0.00011868212,0.00087825005,0.00023307817,0.8240123,0.015082105,0.00012850061,0.12732019,0.0010869434],"about_ca_topic_score_codex":0.00005066165,"about_ca_topic_score_gemma":0.0018377578,"teacher_disagreement_score":0.6486501,"about_ca_system_score_codex":0.000145116,"about_ca_system_score_gemma":0.00024800928,"threshold_uncertainty_score":0.6342991},"labels":[],"label_agreement":null},{"id":"W2066228764","doi":"10.1617/s11527-007-9320-3","title":"Experimental verification and application of a practical corrosion model for uniformly depassivated steel in concrete","year":2007,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Corrosion; Solid mechanics; Materials science; Concrete cover; Cathodic protection; Anode; Work (physics); Cathode; Limiting oxygen concentration; Metallurgy; Structural engineering; Composite material; Oxygen; Engineering; Mechanical engineering","score_opus":0.014850363530642233,"score_gpt":0.2745148349420351,"score_spread":0.25966447141139287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066228764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.960568,0.00008005996,0.038900763,0.000009967748,0.00006305914,0.0002926886,0.00003585677,0.000027475098,0.000022124985],"genre_scores_gemma":[0.9971679,0.000013137197,0.0027381838,0.000011477104,0.000012345097,0.000020335343,0.000026667316,0.000008133519,0.0000018617262],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999522,0.000009159283,0.00021820604,0.00011184324,0.000048469657,0.00009037881],"domain_scores_gemma":[0.9997829,0.000043459055,0.000037909187,0.00008113906,0.000020646356,0.000033903332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001636954,0.00007548219,0.00013368968,0.000033817854,0.0000244528,0.00001850508,0.000022142634,0.00007167874,0.0000070593587],"category_scores_gemma":[0.000019978283,0.0000667768,0.000008931109,0.000030320374,0.000037641687,0.00006202617,0.000013348006,0.000025710437,8.363553e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017452492,0.0000013648855,0.00015287871,0.00006656617,8.9670897e-7,1.4063383e-7,0.0002748577,0.00009518494,0.9950742,0.0034928734,0.000008359636,0.0006581387],"study_design_scores_gemma":[0.00045588208,0.000031189906,0.011377053,0.0000066611556,0.0000043330974,0.0000036699446,0.00015010872,0.10318953,0.8840118,0.0006516691,0.00004121675,0.00007687499],"about_ca_topic_score_codex":0.00001732807,"about_ca_topic_score_gemma":0.000010168356,"teacher_disagreement_score":0.1110624,"about_ca_system_score_codex":0.000017073553,"about_ca_system_score_gemma":0.0000057380107,"threshold_uncertainty_score":0.2723079},"labels":[],"label_agreement":null},{"id":"W2066341820","doi":"10.1007/s11527-005-9022-7","title":"Modelling steel corrosion in concrete structures","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":142,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Corrosion; Materials science; Solid mechanics; Cathodic protection; Overpotential; Chloride; Metallurgy; Boundary value problem; Anode; Mechanics; Composite material; Electrochemistry; Mathematics; Mathematical analysis; Electrode; Chemistry; Physics","score_opus":0.00961715553125997,"score_gpt":0.19961588119551993,"score_spread":0.18999872566425996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066341820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99722296,0.0005161118,0.0008734573,0.000011295533,0.0005722936,0.00013672395,0.000054111973,0.00012871968,0.00048433326],"genre_scores_gemma":[0.9990902,0.000054365693,0.0006402277,0.00002504112,0.000113658694,0.0000059645968,0.000026071883,0.000019840314,0.000024629837],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991777,0.00003200837,0.00028716418,0.00019313567,0.00009939274,0.00021058573],"domain_scores_gemma":[0.9997364,0.000029152645,0.00002639424,0.0001501179,0.000015504436,0.000042418815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008979589,0.00017527107,0.000252045,0.000061807266,0.00005254847,0.00010874182,0.00007264735,0.000109824425,0.0003370418],"category_scores_gemma":[0.000006486905,0.00014668803,0.000022796787,0.000056038894,0.00004377893,0.000074512674,0.00003208556,0.00007770994,0.0000021091491],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004317577,5.736488e-7,0.00063245266,0.00011025987,0.000001518321,0.0000062144773,0.00012270208,0.05553082,0.93661106,0.0062242355,0.0002884382,0.00042853018],"study_design_scores_gemma":[0.001582443,0.000055258257,0.055813905,0.000068222325,0.000021974867,0.000037618203,0.00014287041,0.09235088,0.7855024,0.060788758,0.0027432719,0.00089241023],"about_ca_topic_score_codex":0.00031563936,"about_ca_topic_score_gemma":0.000036943446,"teacher_disagreement_score":0.15110868,"about_ca_system_score_codex":0.000021676951,"about_ca_system_score_gemma":0.0000056544436,"threshold_uncertainty_score":0.5981765},"labels":[],"label_agreement":null},{"id":"W2067824452","doi":"10.1139/l01-007","title":"Serviceability reliability of corroded steel bridges","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Structural engineering; Deflection (physics); Engineering; Corrosion; Bridge deck; Finite element method; Slab; Deck; Geotechnical engineering; Forensic engineering; Materials science; Composite material","score_opus":0.008588341187733507,"score_gpt":0.1831123609297151,"score_spread":0.17452401974198162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067824452","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892468,0.000755664,0.0070655555,0.00010253495,0.001048169,0.00009886778,0.000020841684,0.000054762673,0.0016067933],"genre_scores_gemma":[0.9995705,0.00004524997,0.00021678358,0.000020228703,0.00009475743,0.0000014752652,0.0000014797723,0.000027889733,0.000021635578],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9987015,0.000024595603,0.00063733617,0.000121075595,0.00017993593,0.00033554938],"domain_scores_gemma":[0.9985216,0.000102139275,0.00008474767,0.0003661471,0.00030225998,0.0006230657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005580507,0.00017769862,0.00038573702,0.00023172464,0.00003151105,0.000023892078,0.00028834594,0.00009894686,0.00046583192],"category_scores_gemma":[0.0004241497,0.00018316618,0.00016926527,0.00032624844,0.00004678699,0.00021028629,0.0000118620455,0.0003248629,0.000004272444],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026536522,0.000019842671,0.1127173,0.00065790705,0.00004163039,0.00011023283,0.0008955782,0.86545116,0.016294332,0.000137633,0.0014546168,0.0021932402],"study_design_scores_gemma":[0.001476385,0.0002268171,0.6223534,0.0005398889,0.000104582985,0.000523708,0.00043334297,0.3209934,0.006926145,0.0002901919,0.04520389,0.00092827936],"about_ca_topic_score_codex":0.0008115563,"about_ca_topic_score_gemma":0.05723993,"teacher_disagreement_score":0.54445773,"about_ca_system_score_codex":0.0002922942,"about_ca_system_score_gemma":0.00026849806,"threshold_uncertainty_score":0.95996296},"labels":[],"label_agreement":null},{"id":"W2068104532","doi":"10.1016/j.cemconcomp.2008.10.005","title":"Corrosion resistance of self-consolidating concrete in full-scale reinforced beams","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Corrosion; Materials science; Spall; Rebar; Cracking; Composite material; Metallurgy; Epoxy; Chloride; Steel bar","score_opus":0.009506607830112607,"score_gpt":0.1986907453430712,"score_spread":0.1891841375129586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068104532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939609,0.001038137,0.0006614207,0.000034284338,0.00014886365,0.00031021956,0.000014305145,0.00020074319,0.003631106],"genre_scores_gemma":[0.9970197,0.00056249613,0.0020956383,0.000057428435,0.000027401918,0.000021888094,0.000031573032,0.00002144972,0.00016240354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99863064,0.000048153062,0.0005591422,0.00026442343,0.0002027785,0.0002948535],"domain_scores_gemma":[0.999226,0.00019963773,0.00009110519,0.00029374295,0.000073650124,0.00011586148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019873762,0.00022799229,0.0004060993,0.000102629434,0.000115683455,0.000021940861,0.00015278741,0.00009446984,0.000108872766],"category_scores_gemma":[0.000026038153,0.00023451108,0.00007004319,0.00021656258,0.00014335044,0.000150983,0.00008708698,0.0001725683,0.000006985753],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012992107,0.0000010288219,0.016000018,0.00019979144,0.0000103342,0.000009251497,0.0015950709,0.00022352753,0.9811256,0.0002611875,0.0003208489,0.00012340616],"study_design_scores_gemma":[0.0054097045,0.0004754043,0.014192406,0.00066444045,0.00008399565,0.000053869517,0.0009960631,0.1906042,0.77947056,0.000043855984,0.0066358754,0.0013696452],"about_ca_topic_score_codex":0.00001630244,"about_ca_topic_score_gemma":0.000010658207,"teacher_disagreement_score":0.20165507,"about_ca_system_score_codex":0.000058350022,"about_ca_system_score_gemma":0.000024105695,"threshold_uncertainty_score":0.9563084},"labels":[],"label_agreement":null},{"id":"W2068780576","doi":"10.5402/2012/140624","title":"The Cathodic Breakdown Test to Assess Chromic Acid Anodized Aluminum Alloys Corrosion Protection Performance, in Correlation with Salt Spray (Fog) Testing","year":2012,"lang":"en","type":"article","venue":"ISRN Materials Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier (Canada); Polytechnique Montréal","funders":"","keywords":"Salt spray test; Cathodic protection; Anodizing; Materials science; Corrosion; Chromic acid; Salt (chemistry); Coating; Metallurgy; Aluminium; Anode; Composite material; Chemistry","score_opus":0.02674229590138035,"score_gpt":0.23745506467526187,"score_spread":0.2107127687738815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068780576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99324036,0.000014877641,0.0037477112,0.00003891325,0.001537367,0.00083428714,0.000007036031,0.0002092723,0.00037017316],"genre_scores_gemma":[0.99847126,0.000006494361,0.0011756581,0.000025704356,0.000120806515,0.00014969913,0.000002847764,0.00002049083,0.00002704436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836504,0.00006488165,0.00034587743,0.00028177112,0.00036963538,0.0005728013],"domain_scores_gemma":[0.99912965,0.0001607114,0.00008694431,0.00035207256,0.00012105416,0.00014954999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023735375,0.00018473968,0.00018809225,0.00013229335,0.0004173997,0.0002570459,0.00030002592,0.000062610496,0.000031278523],"category_scores_gemma":[0.0006895051,0.00012864126,0.000013572038,0.0009404246,0.00018776348,0.00080072804,0.00009086408,0.00013530691,0.00010003468],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036124824,0.0000118550315,0.03561417,0.000029854918,1.7503493e-7,2.7961391e-7,0.00023939008,0.0008928495,0.9617206,0.000009384764,0.000009349381,0.0014359958],"study_design_scores_gemma":[0.00026031202,0.000115043586,0.2586637,0.000113996604,0.000004705147,0.00003103557,0.00005726789,0.011441007,0.7289532,0.0000031867517,0.00015607104,0.00020048062],"about_ca_topic_score_codex":0.0000652386,"about_ca_topic_score_gemma":0.0001013399,"teacher_disagreement_score":0.23276737,"about_ca_system_score_codex":0.00029102925,"about_ca_system_score_gemma":0.000112610935,"threshold_uncertainty_score":0.5245838},"labels":[],"label_agreement":null},{"id":"W2069684390","doi":"10.1016/j.corsci.2008.07.017","title":"Galvanostatic pulse technique with the current confinement guard ring: The laboratory and finite element analysis","year":2008,"lang":"en","type":"article","venue":"Corrosion Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Guard (computer science); Finite element method; Corrosion; Limiting; Forensic engineering; Structural engineering; Materials science; Nuclear engineering; Engineering; Mechanical engineering; Computer science; Composite material","score_opus":0.014598651138429928,"score_gpt":0.2433848071053498,"score_spread":0.22878615596691987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069684390","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7701537,0.0010168846,0.22577731,0.0008731045,0.00028325565,0.0009395455,0.00002325233,0.00020743736,0.00072549755],"genre_scores_gemma":[0.99916303,0.0002879043,0.00022477131,0.00017430817,0.000011798747,0.000103636914,0.0000016819603,0.0000068706604,0.000026003469],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998679,0.000047225996,0.00020738943,0.00029129945,0.00051627273,0.00025882715],"domain_scores_gemma":[0.99893075,0.00018027925,0.000052139567,0.00055668334,0.00017001512,0.0001101223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008447844,0.0001467792,0.00014967514,0.00012676483,0.0005839937,0.00008203209,0.00038182113,0.000016612088,0.00008950198],"category_scores_gemma":[0.00010021985,0.000074488256,0.00004012682,0.0018059354,0.0007554067,0.00011383407,0.00012583172,0.00020929509,0.000008579631],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014024039,0.0001780274,0.10166286,0.00023173682,0.00005976627,0.000043067743,0.012833852,0.06879959,0.72036266,0.0013018931,0.00866544,0.085720845],"study_design_scores_gemma":[0.0010199342,0.00034722182,0.18334852,0.00013640756,0.00039512597,0.000029252404,0.0013828286,0.56886536,0.14619903,0.00007033167,0.097153954,0.0010520383],"about_ca_topic_score_codex":0.0000068346912,"about_ca_topic_score_gemma":0.00003895793,"teacher_disagreement_score":0.5741637,"about_ca_system_score_codex":0.00006343798,"about_ca_system_score_gemma":0.000106598956,"threshold_uncertainty_score":0.44916663},"labels":[],"label_agreement":null},{"id":"W2070121141","doi":"10.1016/j.cemconres.2007.04.005","title":"Reinforcing steel passivation in mortar and pore solution","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":298,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Mortar; Corrosion; Materials science; Passivation; Chloride; Half-cell; Steel bar; Metallurgy; Composite material; Layer (electronics); Electrode; Chemistry","score_opus":0.05067700662794542,"score_gpt":0.3188932006103211,"score_spread":0.2682161939823757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070121141","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99326617,0.0006197406,0.0009059124,0.00014459855,0.000054711596,0.00023790653,0.0000011705567,0.0000440381,0.004725729],"genre_scores_gemma":[0.9993084,0.0003836925,0.00007944741,0.00001518052,0.000037769656,0.00001165339,0.000011551991,0.00000790841,0.00014435909],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99905616,0.00003160338,0.00019928128,0.00015235797,0.00024139788,0.0003191785],"domain_scores_gemma":[0.99957615,0.00013864743,0.000010713325,0.0001179443,0.000060163085,0.00009638047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016662426,0.00007434335,0.00009630808,0.00017631226,0.00008796104,0.000042050106,0.00004479218,0.000064507476,0.00004375103],"category_scores_gemma":[0.00007505534,0.000073491035,0.000012171624,0.00021350163,0.00007330689,0.00011703079,0.00006090558,0.00022341889,0.0000032715336],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032503332,0.00000500704,0.12950234,0.0006875743,0.000027471333,0.00007121298,0.003264665,0.00014418874,0.47076657,0.009063007,0.0019963249,0.3841466],"study_design_scores_gemma":[0.0050910227,0.00068762776,0.48866314,0.00045104348,0.000019452718,0.000021679509,0.006153269,0.40159786,0.047841985,0.0011256373,0.047320627,0.0010266586],"about_ca_topic_score_codex":0.000070069545,"about_ca_topic_score_gemma":0.00006726945,"teacher_disagreement_score":0.4229246,"about_ca_system_score_codex":0.00008929729,"about_ca_system_score_gemma":0.000015245457,"threshold_uncertainty_score":0.29968774},"labels":[],"label_agreement":null},{"id":"W2070416958","doi":"10.1007/s10800-009-9998-8","title":"Theoretical and experimental study of galvanic coupling effects between carbon steel and stainless steels","year":2009,"lang":"en","type":"article","venue":"Journal of Applied Electrochemistry","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Galvanic cell; Galvanic corrosion; Materials science; Metallurgy; Carbon steel; Corrosion; Carbon fibers; Electrochemistry; Coupling (piping); Service life; Galvanization; Electrode; Composite material; Layer (electronics); Chemistry","score_opus":0.0032967789356341927,"score_gpt":0.2174006342834918,"score_spread":0.2141038553478576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070416958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99812794,0.0008136911,0.000056448393,0.0000075386065,0.000019302453,0.00014015916,4.969382e-7,0.00002023636,0.0008141845],"genre_scores_gemma":[0.9998154,0.000027067728,0.000052482297,0.000007815588,0.000081970116,0.0000020293057,4.2760084e-7,0.000011753027,0.000001073856],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99914384,0.0000077660625,0.00034670343,0.00012294555,0.00020492356,0.00017382186],"domain_scores_gemma":[0.9995034,0.00012283414,0.0000933795,0.00011739313,0.000037196918,0.00012583696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021062419,0.00014876528,0.00037499395,0.000035684185,0.000026310521,0.000019322357,0.00008982205,0.00007939554,0.000006280064],"category_scores_gemma":[0.000015641774,0.00013490864,0.000033315635,0.0000696548,0.000053462405,0.000026551714,0.000022201932,0.00030544217,4.5983956e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001305352,0.00007550573,0.000697997,0.00008515951,0.000031687225,0.00000514841,0.00043267655,0.00008468376,0.9977437,0.00013436146,0.0000038071967,0.0005747134],"study_design_scores_gemma":[0.0013953065,0.00068114017,0.002427006,0.00003332943,0.000060490707,0.000020448557,0.0011271534,0.000996826,0.99272364,0.00040334428,0.0000019140086,0.00012939856],"about_ca_topic_score_codex":2.1559998e-7,"about_ca_topic_score_gemma":9.2300226e-8,"teacher_disagreement_score":0.005020082,"about_ca_system_score_codex":0.000056401557,"about_ca_system_score_gemma":0.000019004707,"threshold_uncertainty_score":0.55014145},"labels":[],"label_agreement":null},{"id":"W2071038613","doi":"10.1016/j.corsci.2008.09.018","title":"The influence of cracks on chloride-induced corrosion of steel in ordinary Portland cement and high performance concretes subjected to different loading conditions","year":2008,"lang":"en","type":"article","venue":"Corrosion Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère des Transports; Cement Association of Canada","keywords":"Portland cement; Rebar; Corrosion; Materials science; Cement; Chloride; Composite material; Bending; Reinforced concrete; Metallurgy","score_opus":0.016859337411955357,"score_gpt":0.24312266037160182,"score_spread":0.22626332295964646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071038613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998985,0.000036044836,0.00009602792,0.00004033454,0.00029409106,0.00038391954,0.000014148327,0.000046146546,0.00010427666],"genre_scores_gemma":[0.9996193,0.00024384353,0.000027102034,0.000037385722,0.000008099359,0.000028763907,0.000002723741,0.000009474238,0.000023278233],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99834436,0.000029922912,0.0004989352,0.0003202237,0.00049919944,0.00030736128],"domain_scores_gemma":[0.998742,0.0003654265,0.000108371685,0.0004187143,0.00020826116,0.00015724436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043182736,0.00017598488,0.00027686163,0.00022783742,0.00034221637,0.000023440218,0.00033773927,0.000051198156,0.000014953173],"category_scores_gemma":[0.00033544263,0.00012708594,0.000030006468,0.0008421245,0.00047044063,0.00022958577,0.0001659852,0.00017338246,0.000004108878],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000091446454,0.00001444385,0.06978486,0.00003122814,3.2862917e-7,0.0000020844311,0.00039965985,0.0032263272,0.925789,0.00007527317,0.000018780933,0.0005665769],"study_design_scores_gemma":[0.00027608787,0.00025467094,0.53494126,0.00016953873,0.0000025825734,0.0000068103955,0.00009469406,0.007863041,0.45626268,0.000010891215,0.000012918206,0.00010481383],"about_ca_topic_score_codex":0.000032077925,"about_ca_topic_score_gemma":0.000019770361,"teacher_disagreement_score":0.46952632,"about_ca_system_score_codex":0.00010920678,"about_ca_system_score_gemma":0.000072969146,"threshold_uncertainty_score":0.5182414},"labels":[],"label_agreement":null},{"id":"W2071603740","doi":"10.1016/j.cemconcomp.2012.05.003","title":"Structural performance of shear-critical RC deep beams with corroded longitudinal steel reinforcement","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University of Waterloo; University of Engineering and Technology, Lahore","keywords":"Corrosion; Materials science; Reinforcement; Shear (geology); Structural engineering; Reinforced concrete; Bending; Composite material; Arch; Fibre-reinforced plastic; Engineering","score_opus":0.014355179119787849,"score_gpt":0.21965021154263065,"score_spread":0.2052950324228428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071603740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995368,0.0010500229,0.0015818722,0.000025045456,0.00022871081,0.00020738495,0.0000053435833,0.00008488377,0.0014487514],"genre_scores_gemma":[0.9987765,0.00007113114,0.000961737,0.000037386584,0.000062709005,0.000015268446,0.000024478639,0.000016255435,0.000034509165],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989461,0.000019196814,0.0002884412,0.00015853428,0.00022846994,0.0003592643],"domain_scores_gemma":[0.99938583,0.000100237135,0.000034849287,0.00022066233,0.000075720265,0.00018266862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001241823,0.0002075874,0.0002676363,0.000045993722,0.00010229134,0.000032261658,0.00010120109,0.000050189818,0.00040980492],"category_scores_gemma":[0.000010705533,0.00016856806,0.000042447937,0.00009056845,0.0001794008,0.000252578,0.00006986416,0.00012583597,0.0000065070144],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008138165,0.000011606007,0.79676014,0.0011848314,0.00014671081,0.000004776484,0.001787201,0.004535576,0.18393953,0.004332306,0.00018066332,0.0063028424],"study_design_scores_gemma":[0.002607899,0.0014796747,0.20308533,0.00024872998,0.00024947504,0.0000676737,0.000557645,0.6384877,0.15089513,0.000013249146,0.001245731,0.0010617443],"about_ca_topic_score_codex":0.000006912009,"about_ca_topic_score_gemma":9.925011e-7,"teacher_disagreement_score":0.63395214,"about_ca_system_score_codex":0.000039336843,"about_ca_system_score_gemma":0.000009091227,"threshold_uncertainty_score":0.6874006},"labels":[],"label_agreement":null},{"id":"W2071689055","doi":"10.1016/j.cemconcomp.2006.11.004","title":"A model for prediction of time from corrosion initiation to corrosion cracking","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":472,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Cracking; Ultimate tensile strength; Internal pressure; Composite material; Steel bar; Stirrup; Bar (unit); Concrete cover; Metallurgy; Structural engineering; Engineering; Geology","score_opus":0.022932426578373962,"score_gpt":0.2333750941141456,"score_spread":0.21044266753577162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071689055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6342457,0.00014319144,0.3646182,0.000019088935,0.00014755459,0.00034502463,0.00015566935,0.00010169753,0.00022384134],"genre_scores_gemma":[0.9959005,0.00003837657,0.00354582,0.0000959444,0.0000579662,0.00002077325,0.0002837207,0.000018554894,0.00003834948],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911135,0.0000116156025,0.00035183912,0.00020365302,0.00014342666,0.0001781115],"domain_scores_gemma":[0.9993569,0.00022005985,0.00005399234,0.00015416734,0.0001066889,0.00010819446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002483839,0.00014213166,0.00020229093,0.0000882653,0.00008413916,0.000027725238,0.0000722481,0.00007708673,0.00005659648],"category_scores_gemma":[0.000033541142,0.00014613659,0.000053404976,0.00009361187,0.00002448907,0.00011873428,0.000048496175,0.000059621576,0.0000060325983],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001726385,0.0000027639617,0.0043610497,0.000040629573,0.0000035053722,1.9535739e-7,0.0005577475,0.0024454568,0.9894544,0.000055589604,0.00036943174,0.0025366005],"study_design_scores_gemma":[0.0006043274,0.00013552359,0.00273709,0.00007597317,0.000033363765,4.153081e-7,0.00004678356,0.80578357,0.19005743,0.00010805776,0.00029066482,0.00012680015],"about_ca_topic_score_codex":0.00000700261,"about_ca_topic_score_gemma":0.000005450189,"teacher_disagreement_score":0.8033381,"about_ca_system_score_codex":0.000050983246,"about_ca_system_score_gemma":0.000008314351,"threshold_uncertainty_score":0.5959277},"labels":[],"label_agreement":null},{"id":"W2071853757","doi":"10.1139/l05-088","title":"Corrosion of concrete reinforcement and electrochemical factors in concrete patch repair","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Macrocell; Materials science; Microcell; Cathodic protection; Reinforcement; Composite material; Forensic engineering; Electrochemistry; Engineering; Chemistry; Electrode","score_opus":0.005120398011151676,"score_gpt":0.17176342283153917,"score_spread":0.16664302482038748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071853757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945768,0.0012012139,0.0032721958,0.000014895755,0.00024736483,0.000080327656,0.000005783052,0.000034116896,0.00056727516],"genre_scores_gemma":[0.9997048,0.00004214131,0.0001573374,0.0000085484235,0.00004794671,0.0000012810159,0.000004195021,0.000021924056,0.0000118548605],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988921,0.000011132394,0.00056253583,0.00009419014,0.0001337956,0.0003062211],"domain_scores_gemma":[0.9993322,0.00008761365,0.00007147535,0.00012521783,0.00007543824,0.00030808538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021921752,0.00016091188,0.00032799167,0.00027727408,0.000018315719,0.00001591934,0.00010051034,0.000098719596,0.00008075796],"category_scores_gemma":[0.000116718445,0.00016420244,0.00009825129,0.00018880714,0.00003782027,0.00011378817,0.000008889164,0.00028797725,3.779471e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003113397,8.5543576e-7,0.08739272,0.00037268535,0.000025338424,0.00009813954,0.00074801873,0.054296512,0.8551687,0.0005249923,0.0012471738,0.00009374723],"study_design_scores_gemma":[0.0036929909,0.0005395091,0.06420843,0.0014030357,0.00010790363,0.00030495846,0.00040761946,0.55075175,0.36023512,0.00013999967,0.016766794,0.0014419026],"about_ca_topic_score_codex":0.0014061683,"about_ca_topic_score_gemma":0.013586273,"teacher_disagreement_score":0.49645522,"about_ca_system_score_codex":0.00022203516,"about_ca_system_score_gemma":0.00012115258,"threshold_uncertainty_score":0.758146},"labels":[],"label_agreement":null},{"id":"W2072504316","doi":"10.4028/www.scientific.net/kem.544.415","title":"Testing and Evaluation on the Chloride Ion Penetrability of Concrete under Compressive Stress","year":2013,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"123 Certification (Canada)","funders":"","keywords":"Compressive strength; Materials science; Electric flux; Stress (linguistics); Chloride; Composite material; Flux (metallurgy); Ion; Metallurgy; Electric potential; Chemistry; Engineering; Electrical engineering; Voltage","score_opus":0.02710188873537579,"score_gpt":0.22123127275946028,"score_spread":0.1941293840240845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072504316","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99819905,0.000048183156,0.00021836691,0.000053210184,0.00048153222,0.0005667533,0.000029250486,0.00015367594,0.00024996363],"genre_scores_gemma":[0.9995612,0.0000061713154,0.0002227359,0.000014498764,0.00006588338,0.00009755342,0.000007334207,0.000021616068,0.000003000866],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991169,0.00006042592,0.00030094746,0.00015999761,0.00019537486,0.00016637416],"domain_scores_gemma":[0.99883157,0.00065212545,0.00004983728,0.0002871508,0.00012611577,0.00005317986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050694466,0.00015885982,0.00022191796,0.000038497183,0.000036403246,0.00006369463,0.00010377512,0.00006319079,0.00042802215],"category_scores_gemma":[0.0005321004,0.00012083192,0.000022880045,0.00008426381,0.00003863583,0.00009518232,0.000039018112,0.00008058476,0.00001273274],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007896933,0.0000015110146,0.00024054055,0.00014119274,0.000009583393,1.2025615e-7,0.00009162407,0.034857713,0.9641271,0.00024421889,0.00003063891,0.00024781705],"study_design_scores_gemma":[0.00023320374,0.00003920497,0.12464218,0.00014515744,0.000018373801,0.0000016976521,0.00005187674,0.10414046,0.77033603,0.00021383008,0.000013879567,0.00016410233],"about_ca_topic_score_codex":0.000089284076,"about_ca_topic_score_gemma":9.988667e-7,"teacher_disagreement_score":0.1937911,"about_ca_system_score_codex":0.00004804304,"about_ca_system_score_gemma":0.0000100016705,"threshold_uncertainty_score":0.4927383},"labels":[],"label_agreement":null},{"id":"W2072549015","doi":"10.1016/j.jcsr.2005.06.002","title":"Unified block shear equation for achieving consistent reliability","year":2005,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"University of Alberta","keywords":"Structural engineering; Shear (geology); Reliability (semiconductor); Consistency (knowledge bases); Block (permutation group theory); Engineering; Reliability engineering; Computer science; Mathematics; Geology; Geometry; Physics","score_opus":0.08525714625359986,"score_gpt":0.3406018901445206,"score_spread":0.2553447438909207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072549015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849483,0.00043399114,0.0077315485,0.0020806615,0.0007550432,0.00038078404,0.000020278358,0.00004485503,0.0036045755],"genre_scores_gemma":[0.98869365,0.00007092055,0.0104743065,0.000020547901,0.00054004585,0.000009767988,0.0000021294252,0.000013827672,0.00017477984],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99800646,0.0001488857,0.00063707685,0.00013517146,0.00079087255,0.00028153148],"domain_scores_gemma":[0.99687994,0.0012259585,0.00008700481,0.00017891212,0.0014462628,0.000181941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00302475,0.00010115257,0.00022444237,0.00023591853,0.00018424519,0.00006456314,0.00017405154,0.00009483267,0.00019084691],"category_scores_gemma":[0.0013425875,0.00009092727,0.00017827243,0.00024046906,0.00021168918,0.00024082536,0.000035066732,0.0005638204,0.000012922268],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031861758,0.0004296606,0.023391685,0.0011508948,0.00040322333,0.000021104588,0.0010139906,0.3140988,0.20148146,0.059914827,0.04326111,0.35164708],"study_design_scores_gemma":[0.007797463,0.0012775199,0.05783162,0.00046463215,0.00011215083,0.0015516651,0.002285246,0.24631678,0.028183848,0.012232813,0.6410109,0.0009353535],"about_ca_topic_score_codex":0.0000028064267,"about_ca_topic_score_gemma":0.0000042154975,"teacher_disagreement_score":0.59774977,"about_ca_system_score_codex":0.00042375055,"about_ca_system_score_gemma":0.0002713094,"threshold_uncertainty_score":0.37079063},"labels":[],"label_agreement":null},{"id":"W2075691667","doi":"10.4028/www.scientific.net/kem.413-414.245","title":"Enhanced Assessment of the Remaining Service Life of a Steel Railway Bridge","year":2009,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Ottawa Mental Health Centre","funders":"","keywords":"Bridge (graph theory); Service life; Engineering; Forensic engineering; Service (business); Work (physics); Structural engineering; Transport engineering; Civil engineering; Reliability engineering; Mechanical engineering; Business","score_opus":0.013052729610980886,"score_gpt":0.23188602832112348,"score_spread":0.2188332987101426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075691667","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921188,0.000044932574,0.005971121,0.000082426806,0.00073332025,0.0002063226,0.000030645457,0.00017896855,0.000633491],"genre_scores_gemma":[0.998654,0.000013708528,0.0011707298,0.000056540106,0.000058517842,0.000009455786,0.0000038155786,0.000021840582,0.000011394786],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989731,0.000030088177,0.00048607637,0.00013159757,0.00018463486,0.00019455492],"domain_scores_gemma":[0.9992911,0.000065564636,0.00008141475,0.00042994448,0.00006984938,0.000062095125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003318046,0.00016338922,0.0003686675,0.00004977328,0.000018517047,0.000018494433,0.00023430154,0.00007196193,0.00012773782],"category_scores_gemma":[0.00012476009,0.00013536873,0.00006645795,0.0002160168,0.000012005277,0.000067615554,0.000046142675,0.000080931764,0.000002747791],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057915067,0.000007369695,0.000031466894,0.000270856,0.00001074917,2.4188395e-7,0.00023796754,0.029788248,0.96902317,0.0004221513,0.00003986745,0.00016209375],"study_design_scores_gemma":[0.00029930126,0.000028159737,0.14456944,0.00021222272,0.000016597347,0.0000014774604,0.000016555412,0.010798402,0.84370106,0.000015239962,0.00018313978,0.00015838194],"about_ca_topic_score_codex":0.000010854191,"about_ca_topic_score_gemma":0.0000014389116,"teacher_disagreement_score":0.14453799,"about_ca_system_score_codex":0.000039808703,"about_ca_system_score_gemma":0.000032831264,"threshold_uncertainty_score":0.5520176},"labels":[],"label_agreement":null},{"id":"W2077171883","doi":"10.4028/www.scientific.net/amr.671-674.1648","title":"Material Factor for GFRP RC Structures in Canada","year":2013,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Bar (unit); Structural engineering; Relative humidity; Current (fluid); Engineering; Forensic engineering; Civil engineering; Environmental science; Meteorology; Electrical engineering; Geography","score_opus":0.03460572591014291,"score_gpt":0.30525565411506844,"score_spread":0.2706499282049255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077171883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971697,0.000036764162,0.00004789538,0.00007633535,0.0011520036,0.00089257705,0.00039413103,0.00006166968,0.00016895848],"genre_scores_gemma":[0.9987133,0.000032708747,0.0006351757,0.000020425117,0.00009437598,0.00037579358,0.000029796804,0.00003183913,0.00006654301],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99861133,0.000073352436,0.00028438022,0.0002151675,0.00025984997,0.0005558987],"domain_scores_gemma":[0.99927694,0.00019537928,0.000014468344,0.00027354778,0.00012857575,0.00011106687],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019624023,0.00012974066,0.00022869356,0.00008167723,0.000054420267,0.000094996765,0.00021420307,0.00005753636,0.0047486126],"category_scores_gemma":[0.00019053543,0.0001165483,0.000017139453,0.000116115065,0.000031486405,0.00017011265,0.00006638507,0.00010580115,0.00002884731],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005528878,0.0000018916402,0.00008941898,0.00014292118,0.0000022096215,0.000001832402,0.00004309419,0.00025541213,0.99078375,0.00008598734,0.0009313074,0.007606899],"study_design_scores_gemma":[0.00044956777,0.00002967308,0.013397591,0.000017907814,5.993491e-7,0.0000010148931,0.0001299215,0.00033052664,0.97833556,0.0019416881,0.0051916284,0.00017431611],"about_ca_topic_score_codex":0.28284872,"about_ca_topic_score_gemma":0.3166934,"teacher_disagreement_score":0.033844683,"about_ca_system_score_codex":0.00045751286,"about_ca_system_score_gemma":0.0001944951,"threshold_uncertainty_score":0.99616116},"labels":[],"label_agreement":null},{"id":"W2078108100","doi":"10.5006/1.3277577","title":"Evaluation of Reinforcement Corrosion in Repaired Concrete Bridge Slabs—A Case Study","year":2003,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"National Research Council Canada; Public Works and Government Services Canada; Government of Canada","keywords":"Corrosion; Carbonation; Concrete cover; Slab; Chloride; Reinforcement; Materials science; Nondestructive testing; Reinforced concrete; Half-cell; Structural engineering; Polarization (electrochemistry); Composite material; Geotechnical engineering; Forensic engineering; Metallurgy; Electrochemistry; Engineering; Electrode; Chemistry","score_opus":0.054400608814382266,"score_gpt":0.2929906180199519,"score_spread":0.23859000920556964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078108100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99283636,0.0003521575,0.002499711,0.0000041954486,0.00081557524,0.0013957355,0.0000053732592,0.00016580189,0.0019251234],"genre_scores_gemma":[0.9996958,0.000029503903,0.000070101654,0.00001695692,0.000014165245,0.00008831445,0.000011639212,0.000028796181,0.000044721422],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99746656,0.00041514612,0.0007338981,0.00034259885,0.0007727112,0.00026907396],"domain_scores_gemma":[0.9986764,0.000114915776,0.000103351864,0.00064592407,0.00035009882,0.00010928993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031775956,0.0002288444,0.00034048696,0.00017800384,0.000072156734,0.000019955702,0.00010839052,0.000112650974,0.00032709495],"category_scores_gemma":[0.0006045399,0.00022993675,0.00008896407,0.00044480874,0.000039063885,0.00015989605,0.00004931101,0.00018884883,0.000022216193],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020009995,0.0001234507,0.07605697,0.0002499867,0.000007822398,0.0005138682,0.008995053,0.032388274,0.86310804,0.00018251398,0.0015799606,0.01659396],"study_design_scores_gemma":[0.012481964,0.0012882513,0.018465694,0.0003712552,0.000385302,0.0005825781,0.0076314798,0.80548185,0.15108044,0.00015597233,0.00092643313,0.001148791],"about_ca_topic_score_codex":0.00018731138,"about_ca_topic_score_gemma":0.00027401262,"teacher_disagreement_score":0.7730936,"about_ca_system_score_codex":0.00036164554,"about_ca_system_score_gemma":0.00009433902,"threshold_uncertainty_score":0.93765485},"labels":[],"label_agreement":null},{"id":"W2078538134","doi":"10.1139/l02-091","title":"Monitoring corrosion rate for ordinary portland concrete (OPC) and high-performance concrete (HPC) specimens subjected to chloride attack","year":2002,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tafel equation; Corrosion; Materials science; Chloride; Portland cement; Reinforced concrete; Composite material; Metallurgy; Electrochemistry; Chemistry; Electrode; Cement","score_opus":0.01691068810183271,"score_gpt":0.1961650572012669,"score_spread":0.17925436909943418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078538134","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99227107,0.0012353965,0.0035938162,0.00012315142,0.002124346,0.00026238363,0.000035605266,0.000082112485,0.0002721343],"genre_scores_gemma":[0.99835014,0.0002783829,0.00061254035,0.00003823008,0.0005241075,0.000011493018,0.0000031221784,0.00007096858,0.00011102114],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985028,0.00001431688,0.00054586434,0.0002021697,0.0001474992,0.000587379],"domain_scores_gemma":[0.9982602,0.0001697486,0.000084207844,0.00022459707,0.00019041453,0.0010708043],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00035527072,0.00029685482,0.0004565213,0.00036922292,0.00012120723,0.000096714684,0.00020087199,0.0001180574,0.00017252105],"category_scores_gemma":[0.00022255386,0.00031542472,0.000088193345,0.0002908664,0.000032955657,0.00030441576,0.00001894252,0.00034868828,0.000009237541],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031839238,0.0000029422165,0.028318875,0.0012618614,0.00019233227,0.0005877431,0.0027575563,0.23548037,0.70980483,0.00009358497,0.014942167,0.006239353],"study_design_scores_gemma":[0.006365606,0.0015745884,0.09755282,0.002850987,0.0002706962,0.0010650186,0.0003109162,0.55702436,0.22113058,0.000018151333,0.108983465,0.00285281],"about_ca_topic_score_codex":0.00009601471,"about_ca_topic_score_gemma":0.0009725503,"teacher_disagreement_score":0.48867425,"about_ca_system_score_codex":0.00028032553,"about_ca_system_score_gemma":0.000073279996,"threshold_uncertainty_score":0.9999298},"labels":[],"label_agreement":null},{"id":"W2079227134","doi":"10.1111/j.1747-1567.2009.00526.x","title":"EVALUATION OF A RUGGED FBG STRAIN SENSOR SYSTEM FOR MONITORING REINFORCED CONCRETE STRUCTURES","year":2009,"lang":"en","type":"article","venue":"Experimental Techniques","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Research Manitoba; Concordia University","funders":"","keywords":"St louis; Library science; Research centre; Computer science; History","score_opus":0.0326795096779056,"score_gpt":0.31906992299920295,"score_spread":0.28639041332129733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079227134","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896959,0.0007281933,0.0038492563,0.00000863562,0.00025459082,0.0013514282,0.000045466488,0.0012559013,0.0028106188],"genre_scores_gemma":[0.9888766,0.0000048229003,0.010840386,0.000006660837,0.00008799152,0.00014332768,0.000013096925,0.000017401897,0.000009746143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998996,0.000047316713,0.00030989255,0.00015232501,0.00033984907,0.00015461237],"domain_scores_gemma":[0.99949193,0.000032317337,0.000056479836,0.00023002864,0.00013845837,0.000050765924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051777123,0.00015243172,0.00021012545,0.00006475101,0.0000451209,0.000020577108,0.000100980884,0.00009312342,0.000028664877],"category_scores_gemma":[0.000046582874,0.00015073096,0.00009128737,0.00006899527,0.000025311012,0.00009930595,0.000012233612,0.00006703519,6.030685e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025073625,8.30502e-7,0.0000058497512,0.000037065594,0.0000071806,2.58809e-7,0.00033439384,0.000074350544,0.99072444,0.000540048,0.000066381595,0.008184123],"study_design_scores_gemma":[0.00037065134,0.00017109104,0.00009901906,0.000076638105,0.000019325367,0.0000035387,0.0009815329,0.019477662,0.978492,0.000078355944,0.00008204254,0.00014809196],"about_ca_topic_score_codex":0.000006365795,"about_ca_topic_score_gemma":9.771393e-8,"teacher_disagreement_score":0.019403312,"about_ca_system_score_codex":0.00028787926,"about_ca_system_score_gemma":0.000019815128,"threshold_uncertainty_score":0.61466306},"labels":[],"label_agreement":null},{"id":"W2079495937","doi":"10.1016/s1359-8368(99)00043-8","title":"Rehabilitation of corrosion damaged concrete beams with CFRP laminates—a pilot study","year":2000,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rehabilitation; Corrosion; Materials science; Forensic engineering; Composite material; Structural engineering; Engineering; Medicine; Physical therapy","score_opus":0.00838047766878139,"score_gpt":0.1994699238867681,"score_spread":0.1910894462179867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079495937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99442095,0.00018251396,0.003362253,0.000013973117,0.00017702034,0.0005641156,0.000012994389,0.0005797097,0.0006864878],"genre_scores_gemma":[0.99706376,0.000015378298,0.0026616727,0.0000073428496,0.000039245144,0.000054573993,0.000021885926,0.000055028693,0.00008109572],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987389,0.000045381705,0.00042554227,0.00027245373,0.00024137483,0.00027638217],"domain_scores_gemma":[0.9989227,0.00037170597,0.000035285022,0.00047307974,0.00007970386,0.00011750532],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024702793,0.00026968808,0.0003707634,0.00010701697,0.000059293987,0.000032070988,0.00018211648,0.00004178715,0.00027621875],"category_scores_gemma":[0.00004863401,0.0002563881,0.000051112936,0.00035047962,0.000050605668,0.00017853416,0.000028793893,0.00021409974,0.00003109333],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002825609,0.00010592576,0.01570933,0.00034027448,0.000037841106,0.000011937178,0.001401227,0.39658847,0.58327603,0.00005754034,0.0002616341,0.0019272297],"study_design_scores_gemma":[0.005290269,0.0121062165,0.1491485,0.0008437393,0.00021375265,0.000037175072,0.0006119212,0.7150653,0.10887056,0.000013050641,0.0060509965,0.001748522],"about_ca_topic_score_codex":0.000015282376,"about_ca_topic_score_gemma":0.000004564675,"teacher_disagreement_score":0.47440547,"about_ca_system_score_codex":0.0000632692,"about_ca_system_score_gemma":0.000009659586,"threshold_uncertainty_score":0.99998885},"labels":[],"label_agreement":null},{"id":"W2080096971","doi":"10.5006/1.3278426","title":"Flow-Assisted Corrosion of Carbon Steel Under Neutral Water Conditions","year":2007,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Fredericton; University of New Brunswick","funders":"","keywords":"Carbon steel; Corrosion; Materials science; Metallurgy; Carbon fibers; Composite material; Composite number","score_opus":0.0159643055554602,"score_gpt":0.23832755628083255,"score_spread":0.22236325072537236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080096971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97417754,0.00010924005,0.019425185,0.000044878037,0.0016191072,0.0002593345,0.000026775939,0.0003723766,0.0039655417],"genre_scores_gemma":[0.99918884,0.000021210702,0.00020462439,0.000073156225,0.0000667089,0.000008922357,0.00011070136,0.000040788917,0.00028505607],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985683,0.0000344277,0.0004979909,0.00025918373,0.0002211441,0.00041893765],"domain_scores_gemma":[0.9991059,0.00011186057,0.000042868724,0.00044228975,0.000116674,0.00018044989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031752317,0.00022797954,0.0002886095,0.0001510183,0.000094466726,0.000019166391,0.0001591288,0.00019718555,0.00027951619],"category_scores_gemma":[0.000022764596,0.0001853988,0.00013965303,0.0002159791,0.00009526268,0.00010194843,0.000071483286,0.00023479779,0.00004578025],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057862482,0.00003835147,0.0012279957,0.00006404974,9.744768e-7,0.0000070663227,0.0002165577,0.0034081296,0.9934767,0.00011379704,0.00045140265,0.0009371521],"study_design_scores_gemma":[0.00088607403,0.00010834996,0.027292082,0.000100189376,0.000039712424,0.000023806453,0.0002416342,0.04013306,0.92958456,0.00020039506,0.0010415377,0.0003485961],"about_ca_topic_score_codex":0.000021503894,"about_ca_topic_score_gemma":0.00011526111,"teacher_disagreement_score":0.0638921,"about_ca_system_score_codex":0.00012632192,"about_ca_system_score_gemma":0.000017056891,"threshold_uncertainty_score":0.75603443},"labels":[],"label_agreement":null},{"id":"W2080857657","doi":"10.1061/(asce)be.1943-5592.0000545","title":"Redundancy and Robustness in the Design and Evaluation of Bridges: European and North American Perspectives","year":2013,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Eurocode; Robustness (evolution); Redundancy (engineering); Bridge (graph theory); Engineering; Risk analysis (engineering); Computer science; Construction engineering; Transport engineering; Systems engineering; Operations research; Reliability engineering; Structural engineering","score_opus":0.026528513363497347,"score_gpt":0.23104793148585065,"score_spread":0.2045194181223533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080857657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9626991,0.001739381,0.03528936,0.000062274,0.00004191111,0.00013525976,6.7645016e-7,0.000010220994,0.000021825974],"genre_scores_gemma":[0.9984631,0.000470472,0.0010088718,0.000003807641,0.000038904862,0.0000023820753,1.607707e-7,0.00001188549,4.4847863e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993354,0.00010301243,0.00023540322,0.00007076871,0.00016495404,0.000090445865],"domain_scores_gemma":[0.9995515,0.0001445704,0.00006404977,0.000078238205,0.0001111266,0.000050535575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009841657,0.000085988366,0.00016445649,0.00008497788,0.000015601508,0.00003805071,0.000061444574,0.000010619511,0.0000026141486],"category_scores_gemma":[0.00017490739,0.000067178684,0.000019893403,0.00013290215,0.000039820134,0.00017240518,0.000016112603,0.00015408057,1.404401e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010578246,0.000012266753,0.012485359,0.000088103385,0.000019979436,0.000006078674,0.0050272793,0.93717235,0.004167204,0.000008667995,0.000057731002,0.04094441],"study_design_scores_gemma":[0.00018870573,0.000035374596,0.5520837,0.000028270117,0.000013748268,0.000056452613,0.00055804075,0.44690225,0.000080845486,0.0000015023271,0.000005787778,0.000045340017],"about_ca_topic_score_codex":0.000016921542,"about_ca_topic_score_gemma":0.0000072440153,"teacher_disagreement_score":0.53959835,"about_ca_system_score_codex":0.00003163548,"about_ca_system_score_gemma":0.000010249477,"threshold_uncertainty_score":0.27394673},"labels":[],"label_agreement":null},{"id":"W2081092985","doi":"10.3390/ma7106930","title":"Pull-Out Strength and Bond Behavior of Prestressing Strands in Prestressed Self-Consolidating Concrete","year":2014,"lang":"en","type":"article","venue":"Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Cement Association of Canada","funders":"National Natural Science Foundation of China","keywords":"Self-consolidating concrete; Materials science; Compressive strength; Bond strength; Composite material; Structural engineering; Homogeneity (statistics); Engineering; Computer science; Layer (electronics)","score_opus":0.009271260141049106,"score_gpt":0.22381502396491815,"score_spread":0.21454376382386903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081092985","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998415,0.00006346964,0.000032634725,0.0000062252757,0.00023584874,0.0002113911,0.00007540251,0.00014101906,0.0008190403],"genre_scores_gemma":[0.9991766,0.00001918137,0.0006831518,0.000005400106,0.000042125997,0.000027543005,0.000016291098,0.000021252245,0.000008423337],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99902517,0.00007491352,0.00042456135,0.00017829382,0.00009701032,0.00020008149],"domain_scores_gemma":[0.99950206,0.0001253079,0.00006698979,0.00022360067,0.000018777595,0.00006328743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027755744,0.00014887753,0.00032684545,0.00005724517,0.000025824713,0.00007274952,0.00008896878,0.00009000696,0.00010589398],"category_scores_gemma":[0.00008158438,0.00014600308,0.000021519161,0.00004518847,0.000043215954,0.00010745095,0.00004329162,0.00006616617,0.0000017472788],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001953871,0.000006325052,0.015376849,0.00029938176,0.0000045921797,0.0000023718083,0.0005045246,0.000033520348,0.9823601,0.000049819228,0.000019919946,0.0013230592],"study_design_scores_gemma":[0.0009358224,0.000042346714,0.047291134,0.00017305903,0.000032090084,0.0000031297452,0.00007373832,0.001969678,0.9490451,0.000024510573,0.00019461705,0.00021475804],"about_ca_topic_score_codex":0.000048330316,"about_ca_topic_score_gemma":0.000019479621,"teacher_disagreement_score":0.03331498,"about_ca_system_score_codex":0.000017427234,"about_ca_system_score_gemma":0.000011715977,"threshold_uncertainty_score":0.5953832},"labels":[],"label_agreement":null},{"id":"W2081411114","doi":"10.1139/l09-098","title":"Total expected cost design method for reinforced concrete members based on current Canadian code provisions","year":2009,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Saskatchewan","funders":"University of Saskatchewan","keywords":"Slab; Context (archaeology); Structural engineering; Reinforced concrete; Reliability (semiconductor); Life-cycle cost analysis; Corrosion; Design methods; Computer science; Civil engineering; Environmental science; Engineering; Reliability engineering; Materials science; Geology; Mechanical engineering; Composite material","score_opus":0.02080296058601749,"score_gpt":0.24580095725264103,"score_spread":0.22499799666662354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081411114","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005859628,0.0005933119,0.98823595,0.0005379623,0.0021126813,0.0009798752,0.00025446585,0.0001415423,0.0012846034],"genre_scores_gemma":[0.9923435,0.0000070769142,0.00724649,0.0001600516,0.00014360408,0.000019629675,0.000018114413,0.00004034038,0.000021185331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984573,0.00003549417,0.0005059726,0.00016476549,0.00018359345,0.0006528585],"domain_scores_gemma":[0.9972247,0.00030537214,0.0000727461,0.00025716546,0.0002134163,0.001926589],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005199235,0.0002753609,0.00037243226,0.00071712927,0.00011858055,0.00008777311,0.00020580098,0.00012060319,0.00024198786],"category_scores_gemma":[0.00066149357,0.0002896084,0.00020263386,0.0003103807,0.000016854194,0.00014535758,0.0000024048106,0.00043582826,0.0000036027286],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021442624,4.9766436e-7,0.000009066002,0.00003323793,0.000011649272,0.00004076669,0.00017909221,0.98708296,0.0026245404,0.0001531007,0.006767627,0.003076019],"study_design_scores_gemma":[0.0007975919,0.00019726457,0.00017234171,0.00020817977,0.000031229505,0.000050581784,0.000033028733,0.96825635,0.0015432659,0.0000075111243,0.028365651,0.00033697425],"about_ca_topic_score_codex":0.0026685116,"about_ca_topic_score_gemma":0.13512455,"teacher_disagreement_score":0.9864839,"about_ca_system_score_codex":0.0009037766,"about_ca_system_score_gemma":0.0014513381,"threshold_uncertainty_score":0.9999556},"labels":[],"label_agreement":null},{"id":"W2081982138","doi":"10.1115/ipc2002-27116","title":"Groundwater Quality in the Vicinity of CP Groundbeds","year":2002,"lang":"en","type":"article","venue":"4th International Pipeline Conference, Parts A and B","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada); Nova Chemicals (Canada)","funders":"","keywords":"Groundwater; Anode; Dissolution; Corrosion; Cathodic protection; Environmental science; Boron; Materials science; Metallurgy; Environmental engineering; Geology; Chemistry; Electrode; Engineering; Chemical engineering; Geotechnical engineering","score_opus":0.05986371250984449,"score_gpt":0.27822009511705403,"score_spread":0.21835638260720955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081982138","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9519784,0.0001633096,0.0026053234,0.0011368904,0.00039406432,0.00012308557,0.00002008292,0.000042051903,0.04353679],"genre_scores_gemma":[0.99902713,0.00016302291,0.000041894575,0.00021179074,0.00007340612,0.000011253587,0.000013700161,0.0000047868543,0.0004530251],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914664,0.00005674045,0.0003501408,0.00012989066,0.00020160034,0.00011499239],"domain_scores_gemma":[0.9995618,0.00011457609,0.000037390477,0.00015533253,0.00009629172,0.000034633482],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003493498,0.00010257179,0.00015187469,0.000061017716,0.000024741932,0.000048451402,0.00018326491,0.000045440083,0.0010730526],"category_scores_gemma":[0.000064879176,0.00007126907,0.00004075295,0.00008604846,0.0000741574,0.000107894506,0.00003307726,0.0001377748,0.00001667504],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003105029,0.0013025427,0.47047183,0.00067363493,0.00014037444,0.0000546518,0.022901945,0.00081357185,0.016815675,0.21932109,0.038195062,0.22899912],"study_design_scores_gemma":[0.003159652,0.0001847257,0.356798,0.00018814894,0.000036236605,0.000049920465,0.0019890498,0.40419117,0.002150401,0.009453726,0.22093946,0.0008595324],"about_ca_topic_score_codex":0.00011130533,"about_ca_topic_score_gemma":0.00026395454,"teacher_disagreement_score":0.4033776,"about_ca_system_score_codex":0.000016364571,"about_ca_system_score_gemma":0.000005481757,"threshold_uncertainty_score":0.9998401},"labels":[],"label_agreement":null},{"id":"W2082102342","doi":"10.1061/(asce)mt.1943-5533.0000208","title":"Sulfate Attack on Concrete: Effect of Partial Immersion","year":2010,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Sulfate; Sodium sulfate; Ultimate tensile strength; Immersion (mathematics); Materials science; Compressive strength; Composite material; Cylinder; Efflorescence; Tensile testing; Sodium; Forensic engineering; Engineering; Metallurgy; Mathematics; Mechanical engineering","score_opus":0.009147519565334937,"score_gpt":0.23615856726187204,"score_spread":0.2270110476965371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082102342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955265,0.000058172,0.00024721018,0.000017107413,0.0038811087,0.00009614096,0.000008317267,0.000035705016,0.0001297299],"genre_scores_gemma":[0.9995021,0.00004005772,0.00017754448,0.0000043834675,0.00023984895,0.0000027925983,0.0000011996656,0.000029261568,0.0000027877957],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987898,0.00004523414,0.00065935863,0.00009000465,0.00020971491,0.00020587914],"domain_scores_gemma":[0.9992878,0.00026908156,0.0001242544,0.00018744724,0.00004267913,0.00008872974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011378512,0.00017648039,0.00049166166,0.00018698921,0.00001054231,0.000022105734,0.0001704891,0.00012609511,0.00033625338],"category_scores_gemma":[0.00027516374,0.00014788525,0.00009912926,0.000112664835,0.000020302588,0.000118517266,0.00002711472,0.00034683102,0.000009284772],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001538247,0.0000029202427,0.0003783682,0.00022432795,0.000010481669,0.000016632428,0.000050847488,0.0300395,0.96872693,0.000019919302,0.0001273811,0.00024888248],"study_design_scores_gemma":[0.0009559083,0.00024643147,0.0017648546,0.00022678223,0.000014758093,0.00003160555,0.0000057610187,0.0062803556,0.9896497,0.0000020671023,0.00068137003,0.00014038003],"about_ca_topic_score_codex":0.0000033496826,"about_ca_topic_score_gemma":0.0000025434233,"teacher_disagreement_score":0.023759145,"about_ca_system_score_codex":0.000042746564,"about_ca_system_score_gemma":0.000012517696,"threshold_uncertainty_score":0.6030585},"labels":[],"label_agreement":null},{"id":"W2082170679","doi":"10.1080/10286600212160","title":"Effect of Reinforcement Corrosion on Reliability of Bridge Girders","year":2002,"lang":"en","type":"article","venue":"Civil Engineering and Environmental Systems","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Girder; Reliability (semiconductor); Service life; Structural engineering; Bridge (graph theory); Nonlinear system; Materials science; Reinforcement; Engineering; Composite material","score_opus":0.005058180450116643,"score_gpt":0.16316712262985186,"score_spread":0.15810894217973523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082170679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962581,0.0007212328,0.0015869654,0.0000023825153,0.00036125648,0.00025723575,0.000019347644,0.00008407712,0.0007094049],"genre_scores_gemma":[0.99967456,0.00020938776,0.000004809072,0.0000016123244,0.000016932554,0.000017422297,0.000007168277,0.00001964775,0.00004845827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919724,0.000024326224,0.00030663298,0.0001510301,0.00017395425,0.00014679498],"domain_scores_gemma":[0.9994986,0.000117626136,0.00003735466,0.00026485254,0.0000023969592,0.00007916528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002157431,0.00016526178,0.0002829371,0.000047909598,0.0000182136,0.0000055711157,0.000061760125,0.00006889938,0.00006936924],"category_scores_gemma":[0.000025732867,0.00014828064,0.00006525623,0.00005056848,0.000044338656,0.000042690153,0.000026894908,0.00009384918,0.000008440354],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028731092,0.000024356943,0.007599748,0.0015164288,0.000009785516,0.0000012414823,0.0002446051,0.86839736,0.11990387,0.000013128753,0.0003309927,0.0019297577],"study_design_scores_gemma":[0.00065103435,0.0005717729,0.006351692,0.00023647053,0.00002109716,0.0000062124823,0.000033027223,0.9626274,0.028075268,3.256736e-7,0.0012118072,0.0002138703],"about_ca_topic_score_codex":0.000019193682,"about_ca_topic_score_gemma":4.740663e-7,"teacher_disagreement_score":0.09423006,"about_ca_system_score_codex":0.00007983012,"about_ca_system_score_gemma":5.5299324e-7,"threshold_uncertainty_score":0.60467094},"labels":[],"label_agreement":null},{"id":"W2086115050","doi":"10.1680/coma.2009.162.2.81","title":"Fuzzy logic approach for estimating durability of concrete","year":2009,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Construction Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Durability; Fuzzy logic; Computer science; Inference; Compromise; Fuzzy inference; Fuzzy inference system; Field (mathematics); Process (computing); Service life; Adaptive neuro fuzzy inference system; Reliability engineering; Fuzzy control system; Artificial intelligence; Engineering; Mathematics; Database","score_opus":0.012888502933129903,"score_gpt":0.21598841853389425,"score_spread":0.20309991560076435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086115050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9674797,0.00004752418,0.026791435,0.000052641924,0.001088434,0.0006985281,0.00009448151,0.00015855658,0.0035886778],"genre_scores_gemma":[0.94301295,0.000008848729,0.056866914,0.000008064716,0.000063419306,0.00002077384,0.000005888784,0.000009607939,0.0000035259638],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986412,0.000008367401,0.0007919318,0.00018143812,0.00020825487,0.00016882572],"domain_scores_gemma":[0.9990159,0.00004132889,0.00033966603,0.00015353314,0.00040455977,0.00004501349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005491898,0.00018487987,0.00046843474,0.00010446721,0.000058872734,0.000017557342,0.00022916493,0.00012959067,0.000023433056],"category_scores_gemma":[0.00055786915,0.00015328063,0.00014764874,0.0002479961,0.00033267596,0.00024018457,0.000027307366,0.000079423924,2.4405517e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000068934125,0.000007458428,0.00017517491,0.0012080919,0.00001886135,1.231617e-8,0.00012415068,0.011164364,0.9458832,0.040699907,0.00006390308,0.00058591075],"study_design_scores_gemma":[0.00065121916,0.000084847656,0.00081057445,0.00016515222,0.0000637401,0.000019382984,0.00020396478,0.018153103,0.97417367,0.0054355725,0.00004612566,0.0001926419],"about_ca_topic_score_codex":0.000004702266,"about_ca_topic_score_gemma":1.959293e-7,"teacher_disagreement_score":0.035264336,"about_ca_system_score_codex":0.000063461324,"about_ca_system_score_gemma":0.00003564374,"threshold_uncertainty_score":0.62506026},"labels":[],"label_agreement":null},{"id":"W2086236174","doi":"10.1016/j.conbuildmat.2012.11.026","title":"Carbonation in concrete infrastructure in the context of global climate change: Development of a service lifespan model","year":2012,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Carbonation; Greenhouse gas; Climate change; Context (archaeology); Service life; Environmental science; Global warming; Corrosion; Cracking; Natural resource economics; Engineering; Materials science; Geography; Geology; Economics; Metallurgy; Oceanography","score_opus":0.019406491810962413,"score_gpt":0.24695646145515404,"score_spread":0.22754996964419164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086236174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99899375,0.00010719123,0.00019823683,0.000044572887,0.0003221738,0.0001997014,0.000038715854,0.000020708363,0.00007494898],"genre_scores_gemma":[0.9971888,0.000031139058,0.00266122,0.00006302745,0.000027374677,0.00001902617,0.00000458935,0.000004774202,5.741469e-8],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99926287,0.000052011874,0.00037050966,0.00007999053,0.00008972783,0.00014490329],"domain_scores_gemma":[0.99974847,0.000024967036,0.00007677585,0.00008801853,0.000034417164,0.000027350057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004256511,0.000094652416,0.00020339673,0.0000497819,0.000019873061,0.000012552666,0.00006182084,0.00007521079,0.000015815194],"category_scores_gemma":[0.000022426988,0.00007796048,0.000012060183,0.00015533043,0.000042866814,0.00013150528,0.000032539585,0.0000451197,2.9521834e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000719336,0.0000042845927,0.0941632,0.00052615587,0.000006708252,1.9717638e-7,0.0073448946,0.00027976738,0.87173235,0.011346416,0.0000045881097,0.014519528],"study_design_scores_gemma":[0.0018649809,0.000018616793,0.36157572,0.00043626185,0.000027845708,0.000048236743,0.00544037,0.01650133,0.6127315,0.0007647169,0.00018471754,0.000405701],"about_ca_topic_score_codex":0.00004292302,"about_ca_topic_score_gemma":0.000054109994,"teacher_disagreement_score":0.2674125,"about_ca_system_score_codex":0.000052862262,"about_ca_system_score_gemma":0.000018244484,"threshold_uncertainty_score":0.31791362},"labels":[],"label_agreement":null},{"id":"W2087044127","doi":"10.1061/(asce)cc.1943-5614.0000042","title":"Damage Detection of FRP-Strengthened Concrete Structures Using Capacitance Measurements","year":2009,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Capacitance; Materials science; Fibre-reinforced plastic; Finite element method; Composite material; Dielectric; Structural engineering; Permittivity; Capacitive sensing; Computer science; Optoelectronics; Electrode; Engineering","score_opus":0.025411669034163947,"score_gpt":0.24518730682916062,"score_spread":0.21977563779499668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087044127","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90839475,0.00026770108,0.09018348,0.000011372182,0.00086709997,0.00013010751,0.000010659477,0.000030233534,0.00010457587],"genre_scores_gemma":[0.96956986,0.000012577595,0.030280553,0.000010121903,0.000114135015,5.245483e-7,0.0000015024575,0.0000095126725,0.0000011981695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989919,0.000036520596,0.00054773537,0.00008054296,0.000217562,0.00012573581],"domain_scores_gemma":[0.99905187,0.00006220402,0.00031648483,0.00012037141,0.00038371587,0.00006533552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020473641,0.00012788744,0.00028446357,0.00015162444,0.000067186775,0.000025013742,0.0000976866,0.000075965996,0.000011249862],"category_scores_gemma":[0.000065937704,0.00012159312,0.00014231204,0.00013206241,0.000060853363,0.0002442622,0.0000033113229,0.00013996514,1.6059603e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015052322,0.0000022499041,0.0005657474,0.000039013394,0.000030208463,4.5497973e-7,0.00008879283,0.0064304816,0.97405005,0.00007338115,0.0000073551223,0.018561753],"study_design_scores_gemma":[0.00089671,0.00028309377,0.0029450313,0.000075077594,0.00008453007,0.00015519379,0.00008169926,0.032344196,0.96122307,0.0016967829,0.00008612812,0.00012851371],"about_ca_topic_score_codex":0.0000018874389,"about_ca_topic_score_gemma":0.0000011628102,"teacher_disagreement_score":0.061175104,"about_ca_system_score_codex":0.000108293185,"about_ca_system_score_gemma":0.000023423263,"threshold_uncertainty_score":0.49584234},"labels":[],"label_agreement":null},{"id":"W2087490325","doi":"10.1016/j.cemconres.2003.09.024","title":"Determination of chloride diffusion coefficient of concrete using open-circuit potential measurements","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Chloride; Thermal diffusivity; Diffusion; Concrete cover; Seawater; Materials science; Service life; Corrosion; Composite material; Metallurgy; Geology; Thermodynamics","score_opus":0.14949972385316537,"score_gpt":0.3449335456627942,"score_spread":0.19543382180962884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087490325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98750424,0.0004383332,0.0073687104,0.0000070760025,0.00019899292,0.0006705874,0.000012047273,0.000020508356,0.0037795198],"genre_scores_gemma":[0.9994736,0.00015359228,0.0002389701,0.000005776733,0.000016753344,0.000017837907,0.000007430883,0.000018834338,0.00006720505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979226,0.0002313779,0.00045892017,0.00026304187,0.0007715843,0.00035246406],"domain_scores_gemma":[0.99893737,0.00011326522,0.000072124094,0.00031183785,0.00042940665,0.00013597298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020507053,0.00014471472,0.00030497147,0.00018423054,0.00013717696,0.000057439625,0.00025383302,0.00008517679,0.0002451626],"category_scores_gemma":[0.0002066628,0.00014147545,0.000057335932,0.00031902822,0.00020357345,0.00013138462,0.00018820791,0.00017576317,0.00000275813],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001027811,0.0000046175187,0.0020556003,0.00025663938,0.000018712459,0.0000027614278,0.00035258205,0.000094603216,0.99274796,0.00094972935,0.000026825679,0.0033872076],"study_design_scores_gemma":[0.0026799822,0.00033392865,0.0008082648,0.0002336397,0.00004440925,0.000007392106,0.00082404434,0.1471281,0.8463169,0.00018116992,0.0011364386,0.00030574304],"about_ca_topic_score_codex":0.000075675365,"about_ca_topic_score_gemma":0.0000027607045,"teacher_disagreement_score":0.1470335,"about_ca_system_score_codex":0.000113714006,"about_ca_system_score_gemma":0.00008591751,"threshold_uncertainty_score":0.57692015},"labels":[],"label_agreement":null},{"id":"W2089162688","doi":"10.1016/j.cemconcomp.2015.03.006","title":"Prediction of long-term chloride diffusion in silica fume concrete in a marine environment","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":210,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"PCL Construction (Canada)","funders":"University of Tehran","keywords":"Silica fume; Durability; Chloride; Diffusion; Service life; Corrosion; Materials science; Environmental science; Composite material; Metallurgy; Compressive strength; Thermodynamics","score_opus":0.02089490378940808,"score_gpt":0.20070403772761666,"score_spread":0.17980913393820858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089162688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978531,0.0005041107,0.00014704384,0.000047233887,0.00014106954,0.0003568395,0.000015720714,0.00006082142,0.0008740409],"genre_scores_gemma":[0.9991977,0.00047763632,0.00010646179,0.000024846324,0.000029901463,0.000035273057,0.000075425596,0.000014953988,0.00003776717],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9988689,0.000043401906,0.00043915465,0.00023888984,0.00019221766,0.00021745816],"domain_scores_gemma":[0.9995025,0.000070951115,0.000047618178,0.00022513048,0.000019668723,0.00013412477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023491873,0.0001852344,0.00030594986,0.00012734518,0.00001898035,0.000018603296,0.00010164393,0.000078702535,0.00016301223],"category_scores_gemma":[0.000016710985,0.00018485956,0.000040019968,0.000114348644,0.0000776462,0.00010758654,0.00015944983,0.00014107334,0.000007609325],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020495613,0.000004435486,0.6905982,0.000098623044,0.000009871578,0.000011798252,0.00055068574,0.00021517258,0.30620137,0.000041598072,0.000026320378,0.0020369685],"study_design_scores_gemma":[0.0058513596,0.0005306544,0.7910673,0.0002094777,0.000042374744,0.000011640834,0.00025041564,0.08494887,0.11569768,0.000073373245,0.0008379086,0.0004789119],"about_ca_topic_score_codex":0.00005554818,"about_ca_topic_score_gemma":0.000016800126,"teacher_disagreement_score":0.19050369,"about_ca_system_score_codex":0.00012897803,"about_ca_system_score_gemma":0.000011998461,"threshold_uncertainty_score":0.7538354},"labels":[],"label_agreement":null},{"id":"W2090655377","doi":"10.1520/jai11789","title":"A Comparative Evaluation of Three Commercial Instruments for Field Measurements of Reinforcing Steel Corrosion Rates","year":2005,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Applied Biological Materials (Canada)","funders":"","keywords":"Corrosion; Materials science; Field (mathematics); Metallurgy; Forensic engineering; Engineering","score_opus":0.11879935756388987,"score_gpt":0.35317596883636027,"score_spread":0.2343766112724704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090655377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98004806,0.000053936143,0.017125988,0.00016121985,0.0008468063,0.0001751608,0.00001429236,0.0000042615325,0.001570275],"genre_scores_gemma":[0.9971314,0.000004235559,0.0026809683,0.000025640773,0.0001323373,0.0000038491366,0.0000057828165,0.000004816598,0.000010979972],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99840593,0.000032804568,0.0007144883,0.00005261161,0.00072717207,0.00006697486],"domain_scores_gemma":[0.99802953,0.00013586173,0.00040124822,0.000073815456,0.0013255829,0.000033946853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010873334,0.000077042016,0.00023237633,0.00012141268,0.000018655426,0.00001109933,0.0001692914,0.000040142717,0.00025330938],"category_scores_gemma":[0.000298254,0.00006799048,0.00012572478,0.000051790124,0.000017349674,0.00023700234,0.000020822836,0.00009794804,0.0000012636071],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018497793,0.00022975686,0.1204846,0.00012171303,0.00034004747,2.8151683e-7,0.002265032,0.14284965,0.49515352,0.00028906847,0.0068997466,0.22951682],"study_design_scores_gemma":[0.0040205573,0.00044747812,0.05913728,0.00028382943,0.00009331805,0.000007845317,0.00017357768,0.4012286,0.5334347,0.00024303814,0.0008097043,0.00012010353],"about_ca_topic_score_codex":0.0000037453854,"about_ca_topic_score_gemma":0.000047792717,"teacher_disagreement_score":0.25837895,"about_ca_system_score_codex":0.00014259506,"about_ca_system_score_gemma":0.0000622228,"threshold_uncertainty_score":0.277356},"labels":[],"label_agreement":null},{"id":"W2091447940","doi":"10.1016/j.conbuildmat.2014.09.030","title":"3D simulation of localized steel corrosion in chloride contaminated reinforced concrete","year":2014,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Ministry of Education, India; Hong Kong University of Science and Technology; Ministry of Earth Sciences","keywords":"Macrocell; Corrosion; Rebar; Materials science; Pitting corrosion; Chloride; Cathode; Anode; Metallurgy; Crevice corrosion; Composite material; Electrode; Chemistry","score_opus":0.008006252799059484,"score_gpt":0.2216107922682372,"score_spread":0.21360453946917773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091447940","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96945876,0.000017074,0.029130355,0.0000071485183,0.000852304,0.0001910064,0.000010240847,0.00013745608,0.00019563298],"genre_scores_gemma":[0.9987406,0.000032541935,0.0011288158,0.00001839948,0.000034831955,0.0000067888445,0.000012424491,0.000013093788,0.000012472283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907213,0.00006851437,0.00047252473,0.00015634089,0.0000921345,0.0001383429],"domain_scores_gemma":[0.99951017,0.00013978632,0.00009311421,0.00014481034,0.00006045051,0.000051658768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038374876,0.00013136568,0.00032709248,0.00011737973,0.000035707566,0.00003526144,0.000048323833,0.0001135727,0.00016774461],"category_scores_gemma":[0.00017767791,0.00012992442,0.000023852432,0.000120707875,0.00010423617,0.00012740212,0.000026325182,0.00005832648,0.0000026688156],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012158049,3.5592794e-7,0.00057308434,0.000117581985,0.0000019602767,2.7035665e-7,0.00006027072,0.009653646,0.9844103,0.001125724,0.000003910365,0.0039313235],"study_design_scores_gemma":[0.0011321681,0.000027726353,0.0007627464,0.00011355464,0.00000920095,0.0000060250604,0.000047235397,0.18939172,0.8075842,0.000058682454,0.00073139503,0.0001353306],"about_ca_topic_score_codex":0.000023810706,"about_ca_topic_score_gemma":0.000002084625,"teacher_disagreement_score":0.17973807,"about_ca_system_score_codex":0.000035145233,"about_ca_system_score_gemma":0.000008281281,"threshold_uncertainty_score":0.5298164},"labels":[],"label_agreement":null},{"id":"W2092269576","doi":"10.1115/ipc2010-31658","title":"Corrosion of Pipeline Steel in the Presence of Alternating Current and the New CP Recommendation","year":2010,"lang":"en","type":"article","venue":"2010 8th International Pipeline Conference, Volume 1","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Cathodic protection; Corrosion; Materials science; Alternating current; Current density; Metallurgy; Current (fluid); Pipeline (software); Pipeline transport; Pitting corrosion; Electrode; Electrochemistry; Environmental science; Electrical engineering; Voltage; Chemistry; Engineering; Environmental engineering; Physics; Mechanical engineering","score_opus":0.02102043911710365,"score_gpt":0.26750024373739223,"score_spread":0.24647980462028857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092269576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90023655,0.00025828177,0.07844703,0.0050819963,0.0077661057,0.00081667665,0.00013735055,0.00007307055,0.0071829194],"genre_scores_gemma":[0.9984236,0.00019495389,0.00042610386,0.00005104723,0.00020627833,0.000015073478,0.000047682886,0.000009791829,0.00062547525],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986783,0.00007885633,0.00061962986,0.00018309221,0.0003074759,0.00013260935],"domain_scores_gemma":[0.9987884,0.00039582563,0.00019273149,0.00027626427,0.00029776973,0.00004900171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090815924,0.00014317333,0.00021614124,0.000105322186,0.00003258539,0.000042355918,0.00050872983,0.00006302019,0.0006864751],"category_scores_gemma":[0.0007325592,0.00009404239,0.00006157914,0.00013641667,0.0001657744,0.00015974542,0.00011606052,0.00049246015,0.0000068075165],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006521621,0.00027202,0.07305484,0.0002803075,0.000026751004,0.0000018784257,0.005651807,0.0017340574,0.119497776,0.024906574,0.10786797,0.66605383],"study_design_scores_gemma":[0.0018400068,0.000022688353,0.012547594,0.000102198086,0.00001534497,0.0000059046906,0.0002574052,0.94841146,0.0033476136,0.0015252595,0.03177566,0.000148886],"about_ca_topic_score_codex":0.00030649992,"about_ca_topic_score_gemma":0.0011209548,"teacher_disagreement_score":0.9466774,"about_ca_system_score_codex":0.000014326167,"about_ca_system_score_gemma":0.000056496025,"threshold_uncertainty_score":0.7516421},"labels":[],"label_agreement":null},{"id":"W2092715939","doi":"10.5006/1.3287832","title":"Eighteen-Year Performance of Epoxy-Coated Rebar in a Tunnel Structure Subjected to a Very Aggressive Chloride-Contaminated Environment","year":2004,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada; Instituto Politécnico Nacional","keywords":"Rebar; Epoxy; Chloride; Materials science; Contamination; Composite material; Corrosion; Forensic engineering; Metallurgy; Engineering","score_opus":0.005138780392790746,"score_gpt":0.17875155766322828,"score_spread":0.17361277727043753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092715939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99829376,0.00012901817,0.00046617235,0.000036159436,0.00035665667,0.00044220226,0.00003602355,0.00013829047,0.00010174578],"genre_scores_gemma":[0.99948806,0.0001505985,0.00018177113,0.000029752,0.000024955041,0.00002231558,0.000043518685,0.000033660504,0.00002539398],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998691,0.000026340738,0.00041665998,0.00031326982,0.00024193262,0.0003107578],"domain_scores_gemma":[0.9992877,0.000031474854,0.000088764245,0.00041301534,0.00004301892,0.00013597554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010025876,0.00024001385,0.00032549494,0.0001890839,0.000045254586,0.0000127384,0.00019017729,0.00016586074,0.0002379887],"category_scores_gemma":[0.000082326114,0.00022672841,0.00006068577,0.0004259047,0.00004489171,0.00012729918,0.000087943736,0.0002624939,0.00005724353],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003249471,0.00003117434,0.014029284,0.00009984463,0.0000017586842,0.000023504605,0.00092865765,0.013027938,0.97044927,0.000017216887,0.00003496817,0.001031427],"study_design_scores_gemma":[0.0017755985,0.00025570777,0.11059497,0.00036549737,0.000012676373,0.000012514536,0.00012546986,0.004645249,0.881735,0.000038916423,0.000119221804,0.00031916046],"about_ca_topic_score_codex":0.000053020332,"about_ca_topic_score_gemma":0.00007771693,"teacher_disagreement_score":0.096565686,"about_ca_system_score_codex":0.0003486759,"about_ca_system_score_gemma":0.00003430754,"threshold_uncertainty_score":0.9245717},"labels":[],"label_agreement":null},{"id":"W2093017036","doi":"10.1016/j.conbuildmat.2013.04.022","title":"UK–China Science Bridge – Sustainable solutions for the built environment","year":2013,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast; Research Councils UK","keywords":"Bridge (graph theory); Software deployment; China; Engineering; Civil engineering; Relevance (law); Construction engineering; Structural health monitoring; Queen (butterfly); Engineering management; Architectural engineering; Computer science; Political science; Software engineering","score_opus":0.013957221305501612,"score_gpt":0.21876391477276383,"score_spread":0.2048066934672622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093017036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96741927,0.0001352065,0.030571634,0.0003144531,0.0007715113,0.0004973827,0.000012341588,0.00010621956,0.00017200713],"genre_scores_gemma":[0.997843,0.00010561772,0.001759118,0.000025315025,0.00007539571,0.000113333896,0.0000016008211,0.000008408292,0.0000681869],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99926186,0.000012564585,0.00016599083,0.00016405444,0.00008510469,0.00031042093],"domain_scores_gemma":[0.9996214,0.000054959382,0.00002757256,0.00019008292,0.000040352406,0.00006564862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043931865,0.00009458453,0.00010544824,0.000052036998,0.00059876085,0.00027550026,0.00010844417,0.000034370154,0.0006073993],"category_scores_gemma":[0.00007608212,0.000071182425,0.000023712753,0.00007930472,0.00039165874,0.00020029362,0.00009084598,0.000037702153,0.000011232915],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003589604,0.0000018730111,0.00016145276,0.000043091422,0.0000038580874,9.7663694e-8,0.00005670927,0.00020900126,0.97538877,0.014513408,0.0006161645,0.009002016],"study_design_scores_gemma":[0.00072482467,0.00004345341,0.061587267,0.000032385993,0.000048901824,0.0000839933,0.0008671609,0.0068717254,0.8865953,0.009209764,0.03348388,0.00045134756],"about_ca_topic_score_codex":0.000119402685,"about_ca_topic_score_gemma":8.271616e-7,"teacher_disagreement_score":0.08879344,"about_ca_system_score_codex":0.00006574622,"about_ca_system_score_gemma":0.000024867764,"threshold_uncertainty_score":0.6650597},"labels":[],"label_agreement":null},{"id":"W2093644432","doi":"10.1115/pvp2006-icpvt-11-93819","title":"Performance of High-Pressure Fibre-Reinforced Polymer Composite Pipe Structures","year":2006,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Composite number; Materials science; Corrosion; Composite material; Pipeline (software); Joint (building); Pipeline transport; Structural engineering; Mechanical engineering; Engineering","score_opus":0.0038759323544525067,"score_gpt":0.17870057745322218,"score_spread":0.1748246450987697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093644432","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9862062,0.00024816077,0.0008855847,0.000018482777,0.00017456581,0.0000719336,0.000013358271,0.00021790135,0.012163848],"genre_scores_gemma":[0.99713993,0.0000066414923,0.00027031702,0.0000246667,0.000043469423,0.000002062383,0.0000147922865,0.000011908914,0.0024862078],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994237,0.0000070544806,0.00020933997,0.00009493907,0.00012226478,0.00014270983],"domain_scores_gemma":[0.999643,0.000028148608,0.000021578486,0.00024164017,0.000029451123,0.000036127145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000030497114,0.00011240102,0.00016605861,0.00003927984,0.000028701566,0.000011561535,0.00010985636,0.00006037969,0.00086135644],"category_scores_gemma":[0.0000026157272,0.000094127216,0.00004955999,0.00009002403,0.000034887144,0.000087857,0.000027599393,0.000073262796,0.0000130312],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039625353,0.0000027733206,0.005120616,0.00019421318,0.000013703338,6.750897e-7,0.000044004446,0.06927732,0.9173112,0.00497759,0.0015849661,0.0014333391],"study_design_scores_gemma":[0.00028434934,0.000024971623,0.054825623,0.000010394176,0.000014457045,0.0000032126497,0.000006431066,0.10072327,0.843223,0.00002311918,0.0007117435,0.00014943343],"about_ca_topic_score_codex":0.00027613292,"about_ca_topic_score_gemma":0.00001056562,"teacher_disagreement_score":0.07408817,"about_ca_system_score_codex":0.0000084570775,"about_ca_system_score_gemma":0.0000059824297,"threshold_uncertainty_score":0.9431249},"labels":[],"label_agreement":null},{"id":"W2093920296","doi":"10.1002/pse.150","title":"Integrated sensing of civil and innovative FRP structures","year":2003,"lang":"en","type":"article","venue":"Progress in Structural Engineering and Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta; University of Toronto; University of Manitoba","funders":"","keywords":"Emerging technologies; Civil infrastructure; Engineering; Fibre-reinforced plastic; Construction engineering; Forensic engineering; Architectural engineering; Nanotechnology; Materials science; Structural engineering","score_opus":0.007925222221115401,"score_gpt":0.22357787269573318,"score_spread":0.21565265047461776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093920296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978499,0.001087555,0.00040898344,0.0000044524986,0.00034623392,0.00012193379,0.000020377165,0.000105386476,0.000055210898],"genre_scores_gemma":[0.99542093,0.00003575394,0.004497089,0.0000036755494,0.000013959843,0.0000036178092,0.000005896313,0.00001760173,0.0000014826228],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99931484,0.00002548034,0.00027851594,0.00014342145,0.000065041546,0.00017268847],"domain_scores_gemma":[0.9997459,0.000038910683,0.000030665542,0.0000963474,0.00004633364,0.00004184223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013313994,0.00016902132,0.00028278749,0.00010109867,0.000017508382,0.000039196948,0.000035717327,0.00007516559,0.000034150627],"category_scores_gemma":[0.00009131666,0.00014303405,0.000010022521,0.00019093465,0.000070942435,0.00007484721,0.000023722834,0.000092994625,1.442522e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009317101,0.000005356164,0.0070651406,0.0024463506,0.00008509431,0.000025161231,0.0028613468,0.0055722315,0.89542603,0.027163943,0.000033538516,0.059222646],"study_design_scores_gemma":[0.0012636022,0.000058611484,0.058164183,0.00033832746,0.000019883266,0.00013134109,0.0003143943,0.033488233,0.9021563,0.0025902258,0.00069747574,0.0007774306],"about_ca_topic_score_codex":0.000010035442,"about_ca_topic_score_gemma":0.000004494393,"teacher_disagreement_score":0.058445215,"about_ca_system_score_codex":0.000018050827,"about_ca_system_score_gemma":0.0000072834046,"threshold_uncertainty_score":0.583276},"labels":[],"label_agreement":null},{"id":"W2094690711","doi":"10.1016/j.cemconres.2009.09.029","title":"Corrosion of steel bars in OPC mortar exposed to NaCl, MgCl2 and CaCl2: Macro- and micro-cell corrosion perspective","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Cement Association of Canada","keywords":"Durability; Mortar; Rebar; Corrosion; Materials science; Chloride; Metallurgy; Composite material","score_opus":0.03257260982342547,"score_gpt":0.3035522040802841,"score_spread":0.27097959425685864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094690711","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99399555,0.0030755613,0.00010468663,0.00025334282,0.00006454243,0.00074252894,0.000020568268,0.000035623907,0.0017076225],"genre_scores_gemma":[0.9977039,0.0017282023,0.00021886487,0.00006418113,0.000020710235,0.000019768513,0.0000071685126,0.000016907263,0.00022031499],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983232,0.000119636075,0.00031716592,0.00043425718,0.00036492542,0.0004408154],"domain_scores_gemma":[0.9990756,0.00018113256,0.000025474097,0.00025950387,0.00018299033,0.00027533475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079836877,0.00019637015,0.00032411877,0.00028223894,0.00012226828,0.00006709886,0.00012428359,0.00011139958,0.000064475294],"category_scores_gemma":[0.00008166565,0.0001898404,0.000032108048,0.00033598283,0.00016406171,0.00011134778,0.00016393728,0.00033098052,0.0000049265236],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024241666,0.000008544152,0.005458545,0.00010575594,0.0000019244628,0.000010424986,0.0025728967,0.000015798503,0.98779285,0.00021342389,0.00043385944,0.003143545],"study_design_scores_gemma":[0.007692013,0.003360805,0.07579733,0.0006595398,0.00003925574,0.000020455323,0.020383896,0.024736224,0.862196,0.0005786524,0.0034235525,0.0011122259],"about_ca_topic_score_codex":0.00011568886,"about_ca_topic_score_gemma":0.000031971562,"teacher_disagreement_score":0.12559682,"about_ca_system_score_codex":0.00013898297,"about_ca_system_score_gemma":0.00003960914,"threshold_uncertainty_score":0.7741467},"labels":[],"label_agreement":null},{"id":"W2094828694","doi":"10.1111/j.1747-1567.2006.00082.x","title":"MEASUREMENT OF CONCRETE PERMEABILITY UNDER STRESS","year":2006,"lang":"en","type":"article","venue":"Experimental Techniques","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Citation; Library science; Columbia university; Graduate students; Engineering; Sociology; Computer science; Media studies","score_opus":0.0174778855790668,"score_gpt":0.2517140444827308,"score_spread":0.23423615890366403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094828694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.974725,0.0020260843,0.0036042652,0.000019916964,0.00012823158,0.000372407,0.00002066761,0.001097036,0.018006377],"genre_scores_gemma":[0.99836695,0.000009293507,0.0014702558,0.000015026893,0.0000377948,0.000060390714,0.0000054099505,0.000019146071,0.00001575086],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99908924,0.000029727016,0.00028504734,0.00016551555,0.0002767305,0.00015375587],"domain_scores_gemma":[0.99956155,0.0000119363585,0.00002889221,0.00029459753,0.00006193166,0.000041078252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018214111,0.00014415891,0.00018385329,0.000039003822,0.000028861268,0.000012205032,0.00011836794,0.000068715,0.00021163093],"category_scores_gemma":[0.000007242164,0.0001402954,0.000086423686,0.00007307997,0.00010050647,0.00007420878,0.000041640167,0.000078481055,0.0000039178412],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009536972,0.000017307964,0.0009393122,0.00003418738,0.0000039478814,5.2092804e-7,0.000047471316,0.0000148452455,0.9970495,0.000647872,0.000807279,0.0004281876],"study_design_scores_gemma":[0.000114293325,0.000056245706,0.0019499548,0.000036738908,0.0000031220181,0.000001195729,0.00014312226,0.00031969842,0.9960329,0.0001884144,0.0010077882,0.00014651552],"about_ca_topic_score_codex":0.00013138259,"about_ca_topic_score_gemma":0.000010793559,"teacher_disagreement_score":0.023641916,"about_ca_system_score_codex":0.00022007147,"about_ca_system_score_gemma":0.000012064311,"threshold_uncertainty_score":0.572108},"labels":[],"label_agreement":null},{"id":"W2096203084","doi":"10.5006/1284","title":"Parametric Studies and Application of a Practical Model for Corrosion of Galvanized Steel in Soil","year":2014,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Galvanization; Corrosion; Parametric statistics; Metallurgy; Soil water; Materials science; Environmental science; Engineering; Soil science; Composite material; Mathematics; Layer (electronics)","score_opus":0.034653706944799946,"score_gpt":0.3034465148821377,"score_spread":0.26879280793733773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096203084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51147586,0.00033919638,0.48768133,0.000027224516,0.00007578987,0.0003254031,0.0000053937742,0.00003575319,0.00003403509],"genre_scores_gemma":[0.9946553,0.0002287819,0.0049871397,0.000015640439,0.0000100202715,0.00006734197,0.000005764461,0.000015466207,0.000014545057],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911857,0.000035226174,0.00039217251,0.00019180466,0.00013193909,0.0001302893],"domain_scores_gemma":[0.9988406,0.0006412978,0.000095055395,0.00023666628,0.00013888889,0.000047507765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045595362,0.00011667621,0.0003457975,0.00013727378,0.000025157186,0.0000049057126,0.000059793147,0.00009197228,0.0000014853318],"category_scores_gemma":[0.000880942,0.00010508441,0.000049534334,0.00025589427,0.00006879374,0.00008390903,0.00005192883,0.00008838676,0.000001017354],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030473399,0.00006858868,0.006156601,0.0010921971,0.000001387757,1.08496685e-7,0.00061630877,0.028721416,0.9474736,0.0013631085,0.00027269492,0.013929266],"study_design_scores_gemma":[0.0009112361,0.000099390345,0.0015386988,0.00007843989,0.000019462372,0.0000010082979,0.00011521429,0.9579942,0.037964623,0.0011180117,0.00005961244,0.00010005714],"about_ca_topic_score_codex":0.000004578097,"about_ca_topic_score_gemma":0.00003089632,"teacher_disagreement_score":0.92927283,"about_ca_system_score_codex":0.000040053095,"about_ca_system_score_gemma":0.000014835983,"threshold_uncertainty_score":0.42852178},"labels":[],"label_agreement":null},{"id":"W2096603863","doi":"10.1139/cjce-2014-0364","title":"Inhibition and compressive-strength performance of Na<sub>2</sub>Cr<sub>2</sub>O<sub>7</sub> and C<sub>10</sub>H<sub>14</sub>N<sub>2</sub>Na<sub>2</sub>O<sub>8</sub>·2H<sub>2</sub>O in steel-reinforced concrete in corrosive environments","year":2015,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Compressive strength; Ethylenediaminetetraacetic acid; Materials science; Corrosion; Electrochemistry; Nuclear chemistry; Chelation; Metallurgy; Composite material; Chemistry; Electrode","score_opus":0.00849152522777956,"score_gpt":0.17588953772276503,"score_spread":0.16739801249498545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096603863","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9811026,0.00548424,0.002689961,0.00027944843,0.0039551044,0.0039474983,0.0014783021,0.00072227645,0.00034061036],"genre_scores_gemma":[0.98611784,0.008938364,0.00015344517,0.00059678656,0.0014043786,0.0005630595,0.0008309645,0.0013837201,0.0000114659315],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9756809,0.0011896859,0.008064964,0.004097589,0.0041199834,0.0068468684],"domain_scores_gemma":[0.9818889,0.0017557506,0.0035192524,0.0034015637,0.0016481353,0.007786418],"candidate_categories":["metaepi_narrow","scholarly_communication","research_integrity"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.004472836,0.0055253385,0.006337287,0.0057458226,0.0012998162,0.001276134,0.00259204,0.0032868504,0.00006949986],"category_scores_gemma":[0.0022297841,0.006630034,0.001864248,0.0041054045,0.0019135514,0.0051918793,0.0011750669,0.0074879155,0.0003524972],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011451178,0.000162896,0.0026695773,0.001848678,0.0006098477,0.0013678807,0.0032625357,0.07991844,0.8876376,0.00007417082,0.0021302635,0.019172983],"study_design_scores_gemma":[0.012129583,0.0014429431,0.010622881,0.005199155,0.0008044269,0.0014373545,0.0011400824,0.08197179,0.87883407,0.000087871624,0.0006650336,0.0056648375],"about_ca_topic_score_codex":0.00027924438,"about_ca_topic_score_gemma":0.010129507,"teacher_disagreement_score":0.013508147,"about_ca_system_score_codex":0.005936392,"about_ca_system_score_gemma":0.002872324,"threshold_uncertainty_score":0.9997606},"labels":[],"label_agreement":null},{"id":"W2099342228","doi":"","title":"Effectiveness of calcium nitrate inhibitor (CNI) in cracked concrete","year":2011,"lang":"es","type":"article","venue":"Revista Ingeniería de Construcción","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Humanities; Physics; Philosophy","score_opus":0.022214117146577204,"score_gpt":0.2493052063764162,"score_spread":0.227091089229839,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099342228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9880604,0.0035837113,0.0012107374,0.00000708417,0.0005591461,0.00090940343,0.00015012863,0.00015200448,0.0053673848],"genre_scores_gemma":[0.99834406,0.00031524568,0.0010776134,0.000019648183,0.000080056336,0.000051388382,0.000014246944,0.000084532585,0.000013222634],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9962554,0.00085365144,0.0012241907,0.00062824157,0.00028800347,0.00075052166],"domain_scores_gemma":[0.99757385,0.0007405215,0.00027808407,0.000823555,0.0002516322,0.00033233984],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0018082855,0.00056857325,0.0012228676,0.0002588232,0.00007017604,0.00009484922,0.0004299398,0.00046440825,0.00050237804],"category_scores_gemma":[0.0006968825,0.00062554854,0.00035706713,0.00074228615,0.0005244329,0.00021343303,0.00017838668,0.0006987995,0.000060785063],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008032825,0.00003225468,0.5302967,0.008495232,0.00012365133,0.00012786603,0.0010041341,0.000019593064,0.43342102,0.021143109,0.000033929442,0.00449921],"study_design_scores_gemma":[0.0045203753,0.00040971552,0.36380854,0.0077912374,0.00035480235,0.0001165174,0.0003729937,0.0037012014,0.61503553,0.0005697036,0.0015951493,0.0017242081],"about_ca_topic_score_codex":0.00038568306,"about_ca_topic_score_gemma":0.000008872804,"teacher_disagreement_score":0.18161453,"about_ca_system_score_codex":0.0004203018,"about_ca_system_score_gemma":0.00037028472,"threshold_uncertainty_score":0.9996196},"labels":[],"label_agreement":null},{"id":"W2099645768","doi":"10.1002/maco.201106319","title":"Epoxy‐coated bars as corrosion control in cracked reinforced concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Epoxy; Corrosion; Materials science; Composite material; Coating; Reinforced concrete; Chloride; Reinforcement; Structural engineering; Metallurgy; Engineering","score_opus":0.007894654636769272,"score_gpt":0.20983248229542692,"score_spread":0.20193782765865764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099645768","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956009,0.00052692764,0.0008063166,0.000049574905,0.0016841188,0.00045237184,0.000039789735,0.0002813769,0.0005586293],"genre_scores_gemma":[0.9990191,0.00022560997,0.00004448547,0.00029071342,0.00011507157,0.00003255027,0.00005291218,0.0000405017,0.00017907155],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99844676,0.00010712248,0.0005265171,0.00023673558,0.0001842454,0.0004986296],"domain_scores_gemma":[0.99925697,0.000104863546,0.00006913688,0.00028925715,0.000043424392,0.00023637501],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00052816357,0.00028085956,0.00044596317,0.00009687579,0.00009293431,0.000095415926,0.00010952841,0.00021152229,0.00095671095],"category_scores_gemma":[0.00010298517,0.0002509078,0.00006225486,0.00014551735,0.000060126124,0.00031811386,0.00006945135,0.0001346491,0.0001719975],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019154328,0.000001846306,0.0027769625,0.000068386165,0.0000011424939,0.0000039028655,0.00027695482,0.00007621373,0.99570423,0.00027608103,0.00029904515,0.00032367528],"study_design_scores_gemma":[0.004185698,0.0002080112,0.017340237,0.00026795565,0.000051024377,0.000055507866,0.00028241597,0.016502649,0.9555591,0.000064782325,0.0046252254,0.0008574294],"about_ca_topic_score_codex":0.00009790906,"about_ca_topic_score_gemma":0.0000054410716,"teacher_disagreement_score":0.04014518,"about_ca_system_score_codex":0.000066897475,"about_ca_system_score_gemma":0.000014005904,"threshold_uncertainty_score":0.99999434},"labels":[],"label_agreement":null},{"id":"W2101998876","doi":"10.1617/s11527-005-9025-4","title":"Measurement and modeling of gas transfer in cracked mortars","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Airflow; Laminar flow; Mortar; Materials science; Solid mechanics; Mechanics; Flow (mathematics); Air permeability specific surface; Finite element method; Structural engineering; Composite material; Engineering; Mechanical engineering","score_opus":0.016417045321611645,"score_gpt":0.20090290067994657,"score_spread":0.18448585535833492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101998876","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889046,0.0004991319,0.00033536754,0.000009203475,0.00007888241,0.00006979104,0.00001206409,0.00002024001,0.00008488133],"genre_scores_gemma":[0.99983966,0.00004728037,0.00008027834,0.0000050667163,0.000016844993,0.000002526205,0.0000017886506,0.000005901438,6.6175306e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957776,0.0000127986705,0.00018040302,0.00007949017,0.00007319968,0.000076359676],"domain_scores_gemma":[0.99990326,0.000003532223,0.0000049516198,0.00005721563,0.000014261852,0.000016782904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010601959,0.00007018358,0.0001453953,0.000027255339,0.0000120370505,0.000018501867,0.000020001844,0.00003505459,0.000048278063],"category_scores_gemma":[0.000004660816,0.000058312322,0.000009388434,0.000018994635,0.000016814365,0.00002563551,0.0000061327955,0.00002155828,6.665205e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021055572,0.0000015992356,0.0010197745,0.00014698382,0.0000022470138,8.1249664e-7,0.00011003036,0.005286359,0.99237967,0.0004697167,0.0000072056523,0.00055456103],"study_design_scores_gemma":[0.0010592778,0.00003344125,0.14365633,0.000081631784,0.000020951893,0.0000064731794,0.000097045035,0.03983623,0.8022663,0.012579175,0.00006270477,0.00030041885],"about_ca_topic_score_codex":0.00031494364,"about_ca_topic_score_gemma":0.0001610331,"teacher_disagreement_score":0.19011334,"about_ca_system_score_codex":0.000007579338,"about_ca_system_score_gemma":0.0000028217094,"threshold_uncertainty_score":0.23779075},"labels":[],"label_agreement":null},{"id":"W2103806215","doi":"10.1061/(asce)1090-0268(2005)9:2(195)","title":"Control of Corrosion-Induced Damage in Reinforced Concrete Beams Using Carbon Fiber-Reinforced Polymer Laminates","year":2005,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Saudi Arabian Cultural Bureau","keywords":"Corrosion; Materials science; Composite material; Cracking; Fibre-reinforced plastic; Beam (structure); Reinforced concrete; Shear (geology); Polymer; Span (engineering); Carbon fiber reinforced polymer; Carbon steel; Structural engineering","score_opus":0.009013099042679062,"score_gpt":0.22505438525195895,"score_spread":0.2160412862092799,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2103806215","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9854816,0.00018359032,0.013082135,0.000046216093,0.0005659912,0.00030597087,0.000014002286,0.000036360558,0.00028409093],"genre_scores_gemma":[0.9953937,0.000010651716,0.0043449723,0.000022697399,0.00014010776,0.0000033834488,0.000004430505,0.000023713497,0.00005635465],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983411,0.000043879856,0.0010435251,0.00011140307,0.00022840452,0.00023172215],"domain_scores_gemma":[0.99869764,0.0002796767,0.00044728603,0.00017511276,0.00029731233,0.000102979466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032431245,0.00019976511,0.00053605845,0.0003198736,0.000047597427,0.00002907709,0.00014822998,0.00014566534,0.00004985757],"category_scores_gemma":[0.00007978239,0.00019352173,0.00019352585,0.00021170778,0.000087997614,0.00032377674,0.000017494138,0.00025040694,8.576624e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031412445,0.0000014539278,0.00052992144,0.000065803615,0.000019666071,0.0000017374025,0.00015154929,0.0443137,0.95130706,0.00026139026,0.0000066142393,0.0030269627],"study_design_scores_gemma":[0.002153995,0.00017929375,0.00020302885,0.0001335023,0.00005598381,0.00010547813,0.00008455107,0.43514714,0.5617198,0.000010415815,0.0000660559,0.0001407624],"about_ca_topic_score_codex":0.000025707572,"about_ca_topic_score_gemma":0.000002952318,"teacher_disagreement_score":0.39083344,"about_ca_system_score_codex":0.00017602876,"about_ca_system_score_gemma":0.000064380474,"threshold_uncertainty_score":0.7891587},"labels":[],"label_agreement":null},{"id":"W2104702266","doi":"10.1201/9781003078876-32","title":"A stochastic deterioration process for time-dependent reliability analysis","year":2020,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Reliability (semiconductor); Reliability engineering; Process (computing); Computer science; Engineering; Physics; Thermodynamics; Programming language","score_opus":0.016516499283568225,"score_gpt":0.23445618451130618,"score_spread":0.21793968522773796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2104702266","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.001116457,0.0001467656,0.83071625,0.00018043151,0.00033451716,0.002136598,0.00039259964,0.001609624,0.16336675],"genre_scores_gemma":[0.8801828,0.0000107329715,0.00073908234,0.00014130856,0.00021623666,0.00020731612,0.0004948063,0.00015462787,0.11785308],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986916,0.0000067415103,0.00044709392,0.00046816727,0.0002338973,0.00015248684],"domain_scores_gemma":[0.99908096,0.00011433171,0.00006874813,0.00042014467,0.00017482041,0.00014097619],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00015418553,0.00031567217,0.00056384935,0.00012604056,0.000042865777,0.00004445013,0.00015657714,0.0002613867,0.0018922924],"category_scores_gemma":[0.000102013044,0.00030024265,0.00038124042,0.00007907201,0.000028769193,0.000068358495,0.000033096865,0.00020227423,0.00019822686],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013050206,0.00009369352,0.000113679365,0.008407029,0.004416493,0.000024177965,0.0023325235,0.90366286,0.012282743,0.012137182,0.010121637,0.045102946],"study_design_scores_gemma":[0.00042141243,0.00014240974,0.000025323798,0.000047910562,0.0019481399,0.0000014094444,0.000022718967,0.9822759,0.00026019625,0.008717499,0.0052050343,0.0009320216],"about_ca_topic_score_codex":0.0000022799954,"about_ca_topic_score_gemma":0.000026925318,"teacher_disagreement_score":0.87906635,"about_ca_system_score_codex":0.0001414788,"about_ca_system_score_gemma":0.00004568787,"threshold_uncertainty_score":0.999945},"labels":[],"label_agreement":null},{"id":"W2105427097","doi":"10.4271/2008-01-1154","title":"Corrosion Evaluation of Army and Automotive Materials in the Hawaiian Islands – 3-Year Update","year":2008,"lang":"en","type":"article","venue":"SAE International Journal of Materials and Manufacturing","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Australian Centre for Advanced Photovoltaics; Ryerson University","keywords":"Corrosion; Automotive industry; Engineering; Forensic engineering; Materials science; Metallurgy; Aerospace engineering","score_opus":0.018327159421750134,"score_gpt":0.25070152231079035,"score_spread":0.2323743628890402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2105427097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99832135,0.00006364436,0.000044250028,0.00013214974,0.0011643525,0.00009596273,0.000032677202,0.0000072185876,0.00013837614],"genre_scores_gemma":[0.9992754,0.00044292203,0.000088966815,0.000039150727,0.00013422337,0.0000025069767,0.0000067131864,0.0000071985064,0.0000029059843],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989896,0.00009316154,0.00041146827,0.00007431416,0.00035317198,0.00007828312],"domain_scores_gemma":[0.99955624,0.000053990036,0.00014833314,0.00006785231,0.00014623736,0.000027335756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011679576,0.00009046458,0.00018554908,0.000107484535,0.000026635082,0.000051351006,0.00013554298,0.0000390175,0.00024733634],"category_scores_gemma":[0.00006325638,0.00006315058,0.000023838385,0.000015242475,0.000043695578,0.00016855587,0.000038222443,0.000070614835,0.0000013619475],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021339723,0.000027082197,0.0018624766,0.0000650035,0.000033390534,0.000030683725,0.002444301,0.0003983717,0.9912972,0.00016350717,0.00027441673,0.0031902108],"study_design_scores_gemma":[0.0010797799,0.000039578554,0.21847165,0.000093785966,0.00002288198,0.00027683066,0.00029529928,0.000102925915,0.7786565,0.00065778237,0.00022059909,0.000082385384],"about_ca_topic_score_codex":0.000018166807,"about_ca_topic_score_gemma":0.000012629584,"teacher_disagreement_score":0.21660918,"about_ca_system_score_codex":0.000027874496,"about_ca_system_score_gemma":0.000018187457,"threshold_uncertainty_score":0.27081594},"labels":[],"label_agreement":null},{"id":"W2105523922","doi":"10.5006/1.3280682","title":"Simplified Calculations of Impressed Current Anode Bed Resistance Underneath Tank Bottoms","year":2008,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Devon Energy (Canada)","funders":"","keywords":"Cathodic protection; Anode; Ribbon; Current (fluid); Corrosion; Rule of thumb; Work (physics); Materials science; Finite element method; Galvanic anode; Structural engineering; Mechanics; Engineering; Composite material; Mechanical engineering; Computer science; Electrical engineering; Physics; Electrode","score_opus":0.027073969732333125,"score_gpt":0.2400039151065359,"score_spread":0.2129299453742028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2105523922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9180452,0.0019064945,0.076735206,0.000055964567,0.0008043912,0.00030130355,0.000059664402,0.0003944832,0.001697274],"genre_scores_gemma":[0.9989773,0.00038501865,0.00031014654,0.0000149909465,0.00003710061,0.000014592394,0.000036166883,0.00002416021,0.0002005465],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998976,0.000030255565,0.00034779677,0.00021610058,0.00022094462,0.00020888603],"domain_scores_gemma":[0.9991858,0.00009542317,0.000056542274,0.00045697694,0.000094955394,0.00011029944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008022084,0.00015798482,0.00022942825,0.00006617506,0.00011559568,0.000009038104,0.0001491049,0.00008142798,0.00010292698],"category_scores_gemma":[0.00006036246,0.0001540905,0.00010206544,0.0002473911,0.00008059225,0.00009400566,0.0000457288,0.0001546088,0.00002244297],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089801346,0.000072392686,0.008647659,0.00022880295,0.0000024970145,0.0000057606244,0.0006999961,0.0031252229,0.97094125,0.0007031445,0.01310233,0.0023811478],"study_design_scores_gemma":[0.004753826,0.00016846614,0.12131599,0.0006788327,0.00012229066,0.000026669773,0.00021111469,0.22529471,0.55308,0.0016435513,0.09089907,0.0018054591],"about_ca_topic_score_codex":0.000008421156,"about_ca_topic_score_gemma":0.000033983502,"teacher_disagreement_score":0.41786122,"about_ca_system_score_codex":0.00008316103,"about_ca_system_score_gemma":0.000035153527,"threshold_uncertainty_score":0.62836283},"labels":[],"label_agreement":null},{"id":"W2106772811","doi":"10.14359/14660","title":"Long-Term Performance of Corrosion-Damaged Reinforced Concrete Beams","year":2005,"lang":"en","type":"article","venue":"ACI Structural Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":234,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforced concrete; Materials science; Structural engineering; Term (time); Composite material; Forensic engineering; Geotechnical engineering; Engineering","score_opus":0.008646025364853297,"score_gpt":0.22425017232446706,"score_spread":0.21560414695961377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106772811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978856,0.00019942818,0.0004949981,0.000048156944,0.0006901558,0.00009667694,0.0000072230255,0.000093458286,0.00048429918],"genre_scores_gemma":[0.99847174,0.00017892456,0.0008093566,0.00006327776,0.00026351912,0.0000013247034,0.0000075602384,0.000020152263,0.0001841654],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99876845,0.000027939665,0.0005113656,0.00011512692,0.00027797525,0.00029913604],"domain_scores_gemma":[0.99926436,0.00004942622,0.00012018423,0.00024941025,0.00012681005,0.00018978091],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017015848,0.00019141471,0.0002679353,0.000079475445,0.00014501961,0.000052267296,0.00027522698,0.00009125525,0.0011571795],"category_scores_gemma":[0.00004569701,0.00015555996,0.00013257495,0.00012791499,0.00008661964,0.00045167815,0.000046864625,0.00047819567,0.00002362479],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002349533,6.8347674e-7,0.04752951,0.0001638848,0.00003073055,0.000017644086,0.000940141,0.017938884,0.8458767,0.000060845923,0.000750792,0.08645521],"study_design_scores_gemma":[0.002320885,0.00030269712,0.26177362,0.00021186154,0.000056210545,0.0013813036,0.0000917389,0.14589949,0.5867738,0.000016582944,0.0005013213,0.0006704868],"about_ca_topic_score_codex":0.0000012359875,"about_ca_topic_score_gemma":0.000001447398,"teacher_disagreement_score":0.2591029,"about_ca_system_score_codex":0.00009391288,"about_ca_system_score_gemma":0.00003115088,"threshold_uncertainty_score":0.9997559},"labels":[],"label_agreement":null},{"id":"W2107282539","doi":"10.5539/mas.v4n11p116","title":"Rural Appropriate Technology: Using Locally Available Wires for Pre-tensioning","year":2010,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Conductor; Ultimate tensile strength; Rural area; Civil engineering; Structural engineering; Materials science; Engineering; Composite material; Political science","score_opus":0.013078715825439862,"score_gpt":0.23871826916630226,"score_spread":0.2256395533408624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107282539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7039114,0.000030392986,0.2937743,0.000027123939,0.00030245047,0.000313773,0.0000023745747,0.00043956962,0.0011985991],"genre_scores_gemma":[0.9714757,0.0000017139532,0.02832401,0.00003708071,0.000035630248,0.000048542202,8.9228274e-7,0.000019907953,0.000056523622],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987906,0.0000020716238,0.000186853,0.00034235872,0.00023000351,0.00044809823],"domain_scores_gemma":[0.9992618,0.00003270532,0.00003115755,0.00046845863,0.00009945563,0.00010645424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046227642,0.00014486343,0.00015909401,0.00014876107,0.00035048625,0.00010032935,0.00044388324,0.0001123805,0.000036728376],"category_scores_gemma":[0.00008702666,0.00013225274,0.000033121676,0.00047437343,0.00047318081,0.00015954707,0.00014031013,0.00025641275,0.000028400551],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010587199,0.0000045973648,0.0001972951,0.000017739661,0.0000010182167,2.3400789e-7,0.000101232974,0.0039260793,0.97850496,0.00080697396,0.00002906648,0.016400248],"study_design_scores_gemma":[0.000175375,0.000007733318,0.00008769977,0.000009395176,0.000004218527,0.0000048026195,0.000031983756,0.7969864,0.19789845,0.0043315534,0.00030864216,0.00015375805],"about_ca_topic_score_codex":0.000006050687,"about_ca_topic_score_gemma":0.00001190684,"teacher_disagreement_score":0.7930603,"about_ca_system_score_codex":0.00005123127,"about_ca_system_score_gemma":0.00010048711,"threshold_uncertainty_score":0.539311},"labels":[],"label_agreement":null},{"id":"W2109797581","doi":"10.1139/l06-078","title":"Durability design of infrastructure and some related issues","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Serviceability (structure); Sustainability; Audit; Engineering; Forensic engineering; Construction engineering; Business; Civil engineering; Computer science; Accounting","score_opus":0.004580288962632923,"score_gpt":0.16623482110405916,"score_spread":0.16165453214142622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109797581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9752448,0.008804449,0.014443212,0.00013154422,0.00075909146,0.0001252515,0.000015411975,0.000059130452,0.00041708967],"genre_scores_gemma":[0.9991385,0.0000524669,0.00069518515,0.0000051103393,0.00007221963,6.027164e-7,8.469921e-7,0.00001955044,0.000015535607],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99919134,0.000016760623,0.00042362028,0.000072462084,0.00009418032,0.00020162853],"domain_scores_gemma":[0.9994028,0.00006730492,0.000056883182,0.00013022975,0.000082617546,0.0002601223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025585885,0.0001283134,0.00025582165,0.00021502454,0.000023916165,0.000022019178,0.000107029155,0.00009374482,0.00014027236],"category_scores_gemma":[0.00013838109,0.00012751337,0.00005764272,0.00015193997,0.00004602349,0.00018063627,0.0000056744943,0.00023895767,6.514915e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057713905,0.0000022329937,0.0075197266,0.00018154083,0.000027289538,0.000041305026,0.00031219132,0.9598532,0.0279263,0.0006908707,0.0027223458,0.00071724533],"study_design_scores_gemma":[0.0021384375,0.0002875329,0.4852006,0.0007209108,0.00014193646,0.00083212176,0.0002126785,0.45267373,0.020145439,0.012313124,0.024076197,0.0012572826],"about_ca_topic_score_codex":0.00034282828,"about_ca_topic_score_gemma":0.0032513668,"teacher_disagreement_score":0.50717944,"about_ca_system_score_codex":0.00010917705,"about_ca_system_score_gemma":0.000118215816,"threshold_uncertainty_score":0.5199844},"labels":[],"label_agreement":null},{"id":"W2111969720","doi":"10.1109/antem.2010.5552503","title":"Coupled coil sensor for detecting surface corrosion on steel reinforcement","year":2010,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Electromagnetic coil; Corrosion; Materials science; Corrosion monitoring; Resonator; Reinforcement; Voltage; Chloride; Electrical engineering; Optoelectronics; Composite material; Metallurgy; Engineering","score_opus":0.015393715853113712,"score_gpt":0.2355379419787746,"score_spread":0.22014422612566087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111969720","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95704716,0.0000056474196,0.03555214,0.000055804554,0.0011801119,0.00043021215,0.0000053043527,0.00051033444,0.0052132523],"genre_scores_gemma":[0.9959455,0.0000041225976,0.002252428,0.00011646917,0.00005623068,0.000017661696,0.0000069616594,0.000026138274,0.0015744955],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922526,0.0000065384197,0.00022132433,0.00017635635,0.00013572721,0.00023476878],"domain_scores_gemma":[0.9992235,0.00026728676,0.000024125995,0.00031490758,0.00006885814,0.00010133059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002497029,0.000143566,0.00014675544,0.00002562527,0.000097521675,0.000033972647,0.000085737694,0.00009356408,0.00047337875],"category_scores_gemma":[0.00015812583,0.00012531641,0.000074225085,0.000068451474,0.000017228134,0.000049262522,0.000022648584,0.00020241346,0.00006796138],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051368206,0.000005368743,0.00017832399,0.000043896307,0.0000019067352,4.1515278e-7,0.000064882195,0.020130804,0.97675973,0.0002808514,0.000583784,0.0018986778],"study_design_scores_gemma":[0.00064371247,0.00009103743,0.00024078328,0.0000116046285,0.000006282164,0.0000018680935,0.0001036358,0.70111084,0.290158,0.000012791416,0.007435615,0.00018379865],"about_ca_topic_score_codex":0.00001760009,"about_ca_topic_score_gemma":0.00011225441,"teacher_disagreement_score":0.6866017,"about_ca_system_score_codex":0.000041163512,"about_ca_system_score_gemma":0.000011551744,"threshold_uncertainty_score":0.5183165},"labels":[],"label_agreement":null},{"id":"W2113186607","doi":"10.1016/j.cemconcomp.2010.02.010","title":"Effect of aging on bond of GFRP bars embedded in concrete","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":122,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Durability; Fibre-reinforced plastic; Materials science; Bar (unit); Composite material; Differential scanning calorimetry; Bond strength; Scanning electron microscope; Fourier transform infrared spectroscopy; Bond; Structural engineering; Forensic engineering; Engineering; Adhesive; Layer (electronics); Geology","score_opus":0.004445463679677759,"score_gpt":0.2211079474240648,"score_spread":0.21666248374438704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113186607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99620044,0.00032543915,0.000038052916,0.000021900454,0.00023785805,0.00027402383,0.000012861325,0.000056082154,0.0028333473],"genre_scores_gemma":[0.9996502,0.000052371637,0.0001923595,0.000027788394,0.000022397999,0.0000127771145,0.000012614518,0.000016200944,0.000013329521],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990484,0.000054103308,0.00036057623,0.00019110562,0.00015134246,0.00019443533],"domain_scores_gemma":[0.9990639,0.00049324334,0.000060041064,0.00026901776,0.000033961776,0.0000798323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038970026,0.00019076507,0.00040315517,0.00011768133,0.000026391497,0.00001573925,0.0001269177,0.00007993411,0.00014654094],"category_scores_gemma":[0.000047855898,0.00017227152,0.00007410653,0.00012652122,0.00011966587,0.00006131874,0.000055138713,0.00022539227,0.0000034989923],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010257799,8.624896e-7,0.020879833,0.00027057526,0.000015737698,0.0000024158026,0.000297488,0.00005434504,0.97542644,0.00036811706,0.00006704061,0.0025145614],"study_design_scores_gemma":[0.001519733,0.00050604314,0.0036500476,0.00012833347,0.00003013248,0.000002127531,0.00004875232,0.017677426,0.9758021,0.000017862636,0.00040999116,0.00020741226],"about_ca_topic_score_codex":0.00001849252,"about_ca_topic_score_gemma":0.0000044616913,"teacher_disagreement_score":0.01762308,"about_ca_system_score_codex":0.000013707979,"about_ca_system_score_gemma":0.000008341152,"threshold_uncertainty_score":0.7025029},"labels":[],"label_agreement":null},{"id":"W2114514103","doi":"10.1061/(asce)cc.1943-5614.0000144","title":"Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets","year":2010,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University of Waterloo","keywords":"Materials science; Reinforcement; Corrosion; Flexural strength; Beam (structure); Composite material; Reinforced concrete; Carbon fiber reinforced polymer; Fibre-reinforced plastic; Structural engineering","score_opus":0.010589501905286533,"score_gpt":0.2272871857654269,"score_spread":0.21669768386014035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114514103","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9770908,0.000035375117,0.020692268,0.000027695261,0.0013671843,0.00030904988,0.000018149394,0.000072583105,0.00038693345],"genre_scores_gemma":[0.9544753,0.000005865619,0.045342952,0.0000090668445,0.000106973544,0.000008326359,0.000009299294,0.000020176522,0.000022070482],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99882877,0.0000187664,0.0006658069,0.00010145058,0.00022730156,0.00015790592],"domain_scores_gemma":[0.99868554,0.000106994004,0.00036805123,0.00021413837,0.0005052759,0.00012002378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022089289,0.00015856001,0.00037699658,0.00013669525,0.00006347221,0.00003097492,0.00014171717,0.00011103619,0.00007787588],"category_scores_gemma":[0.000065455955,0.00013242892,0.00017090933,0.00013011317,0.00017807585,0.00027565402,0.000013076345,0.00029890393,6.727081e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000358724,0.0000026068542,0.0023544258,0.000069364505,0.000035137215,0.0000036000836,0.00014255216,0.0016602916,0.9883227,0.000362289,0.00010209896,0.0065862285],"study_design_scores_gemma":[0.0031981173,0.00109808,0.004493582,0.00014724804,0.00028093313,0.001673298,0.00021666496,0.05147016,0.9364663,0.000072508425,0.0005365893,0.00034653608],"about_ca_topic_score_codex":0.000004524682,"about_ca_topic_score_gemma":0.000002662246,"teacher_disagreement_score":0.0518564,"about_ca_system_score_codex":0.000038206246,"about_ca_system_score_gemma":0.000056931804,"threshold_uncertainty_score":0.54002947},"labels":[],"label_agreement":null},{"id":"W2118324935","doi":"10.1109/i2mtc.2013.6555373","title":"An embedded inductively coupled printed circuit board based corrosion potential sensor","year":2013,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Corrosion; Electromagnetic coil; Printed circuit board; Varicap; Materials science; Resonator; Corrosion monitoring; Electrical engineering; Optoelectronics; Electronic engineering; Capacitance; Engineering; Metallurgy; Electrode; Physics","score_opus":0.01327939978855621,"score_gpt":0.21719399068555018,"score_spread":0.20391459089699396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118324935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8765884,0.0000068916206,0.120150425,0.000062550556,0.00047826528,0.0004495308,0.0000053929543,0.0009777623,0.0012807505],"genre_scores_gemma":[0.9975852,0.0000015593524,0.0018399317,0.00018913439,0.000067637375,0.00004302117,0.000024801624,0.000038818158,0.00020988974],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988002,0.000052558564,0.00029203328,0.0003121505,0.00023417278,0.0003088506],"domain_scores_gemma":[0.9990157,0.000043978456,0.000030119334,0.0004816666,0.00017676681,0.00025179022],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00012490053,0.00021523822,0.00023301181,0.00008734562,0.00007008961,0.00009565044,0.00017320203,0.00014711577,0.0061372854],"category_scores_gemma":[0.00005218388,0.00019272708,0.0000922497,0.0001714565,0.0000472962,0.0002728531,0.000025468149,0.00021408653,0.00048125195],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017668533,0.000035610192,0.00093818567,0.000023708135,0.0000035913038,0.0000031796046,0.00009138079,0.0031335265,0.99308336,0.00004153044,0.000553572,0.0020746596],"study_design_scores_gemma":[0.00078732916,0.0000746245,0.034747332,0.000011881639,0.000012759957,0.0000029268476,0.0003429619,0.8940959,0.06935328,0.00009141071,0.0001480422,0.00033153122],"about_ca_topic_score_codex":0.00013099302,"about_ca_topic_score_gemma":0.00002764294,"teacher_disagreement_score":0.9237301,"about_ca_system_score_codex":0.00008287108,"about_ca_system_score_gemma":0.000030608277,"threshold_uncertainty_score":0.99477124},"labels":[],"label_agreement":null},{"id":"W2118325096","doi":"10.5539/mas.v4n8p52","title":"Retrofit Corrosion Control for Al-Zubare Harbor Marine Structures","year":2010,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cathodic protection; Corrosion; Submarine pipeline; Environmental science; Ignorance; Galvanic anode; Anode; Current (fluid); Marine engineering; Computer science; Materials science; Metallurgy; Engineering; Geology; Oceanography; Chemistry","score_opus":0.007246991022129072,"score_gpt":0.2192003083018003,"score_spread":0.2119533172796712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118325096","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4978903,0.000013736847,0.49493203,0.0001670062,0.0010907464,0.00068257016,0.00003843044,0.0004370661,0.0047480986],"genre_scores_gemma":[0.9956657,0.0000017278317,0.003800876,0.00031842085,0.00006227463,0.000077540615,0.000004402382,0.00002128768,0.000047761438],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99869716,0.0000033569045,0.00019046146,0.00040111964,0.0003170548,0.00039087483],"domain_scores_gemma":[0.99912447,0.00007259296,0.000029270126,0.0005018969,0.00008845735,0.00018330196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038394154,0.00016497406,0.00018137366,0.0000783038,0.000236813,0.000106261316,0.00044639653,0.00007617967,0.00020996755],"category_scores_gemma":[0.00009837811,0.00014469684,0.00005095794,0.00021483058,0.00026291772,0.000118043936,0.000087291686,0.00025190815,0.000018417839],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003066073,0.000003373938,0.00044463167,0.000015712742,6.3182637e-7,2.525358e-7,0.000057378857,0.00044750172,0.9851783,0.0035036749,0.0004035307,0.009914385],"study_design_scores_gemma":[0.0007875266,0.000021629152,0.009340615,0.0000026779726,0.000007745677,0.0000017605513,0.000012847685,0.8545259,0.12500705,0.0062214583,0.0038080935,0.0002626823],"about_ca_topic_score_codex":0.0000068004624,"about_ca_topic_score_gemma":0.000037290767,"teacher_disagreement_score":0.8601712,"about_ca_system_score_codex":0.00004875837,"about_ca_system_score_gemma":0.00005072299,"threshold_uncertainty_score":0.5900566},"labels":[],"label_agreement":null},{"id":"W2120732875","doi":"","title":"Field Monitoring of Ice Forces, Temperature Effects and Deformations on the Confederation Bridge","year":2013,"lang":"en","type":"article","venue":"The Journal of Macrodynamic Analysis (Memorial University of Newfoundland)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Bridge (graph theory); Span (engineering); Engineering; Girder; Civil engineering; Construction engineering; Forensic engineering; Structural engineering","score_opus":0.005837792537224508,"score_gpt":0.1883487074840422,"score_spread":0.1825109149468177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120732875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99290097,0.00006227748,0.005983562,0.00036637028,0.00027030671,0.000110727895,0.000003914558,0.000008145785,0.00029375558],"genre_scores_gemma":[0.9995959,0.00019193084,0.000058053047,0.000014150498,0.000092120456,7.766662e-8,0.0000019681393,0.000003320387,0.00004249765],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993652,0.00010655545,0.00021503639,0.000048052923,0.00018484425,0.00008031066],"domain_scores_gemma":[0.9986594,0.00076304807,0.000189116,0.00016508467,0.00018142187,0.00004197705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003401885,0.00008502635,0.00024946913,0.00011477375,0.00015996401,0.00002781872,0.0001965794,0.000056610304,0.000058745085],"category_scores_gemma":[0.00009248803,0.000054428176,0.00014982792,0.0001898191,0.000058897298,0.00017903508,0.000028781173,0.00020572236,0.0000016617571],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027638888,0.00022182163,0.1621319,0.00095434545,0.007849382,0.000023655293,0.02245846,0.37017512,0.4074781,0.004369104,0.005083535,0.016490681],"study_design_scores_gemma":[0.0043747392,0.0011420615,0.5537322,0.00038164563,0.005687345,0.00004842086,0.009527654,0.4157698,0.007184631,0.0010555713,0.0005048631,0.0005910603],"about_ca_topic_score_codex":0.00084293925,"about_ca_topic_score_gemma":0.00054188794,"teacher_disagreement_score":0.40029347,"about_ca_system_score_codex":0.000056353758,"about_ca_system_score_gemma":0.000019704374,"threshold_uncertainty_score":0.22195165},"labels":[],"label_agreement":null},{"id":"W2121713443","doi":"10.1061/(asce)1090-0268(2005)9:3(227)","title":"Computer-Based Mathematical Model for Performance Prediction of Corroded Beams Repaired with Fiber Reinforced Polymers","year":2005,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Fibre-reinforced plastic; Deflection (physics); Structural engineering; Reinforcement; Corrosion; Beam (structure); Composite material; Flexural strength; Reinforced concrete; Engineering","score_opus":0.010833327225625789,"score_gpt":0.20161307104229284,"score_spread":0.19077974381666704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121713443","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4402691,0.00001673223,0.55922973,0.000030173718,0.000110987035,0.00021125496,0.00001887082,0.00003968174,0.00007342467],"genre_scores_gemma":[0.74365467,0.000003529811,0.25615564,0.000012503779,0.000096081916,0.000008625954,0.00001069161,0.000014563264,0.000043712356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901736,0.000009044169,0.0005906945,0.00008286734,0.00017178876,0.00012826349],"domain_scores_gemma":[0.9991378,0.000107579086,0.00025497618,0.00012876782,0.00030018348,0.0000706472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018188274,0.00012218532,0.0002857291,0.000117337666,0.00005798636,0.000017483268,0.00007727306,0.00006835321,0.000023539505],"category_scores_gemma":[0.0000147667915,0.0001026604,0.00014700381,0.00007997306,0.00007730847,0.00025689963,0.0000054584852,0.00009330184,4.9841805e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00078992214,0.000017954706,0.00016750328,0.000339615,0.000040925486,1.243423e-7,0.00013907248,0.9250787,0.04672595,0.00016553288,0.00018777327,0.026346926],"study_design_scores_gemma":[0.0017435843,0.00059837685,0.00009166161,0.00015085138,0.00008192405,0.00010259962,0.000017192935,0.92614096,0.07082182,0.000044369444,0.00011941102,0.000087211694],"about_ca_topic_score_codex":2.0773551e-7,"about_ca_topic_score_gemma":2.483905e-7,"teacher_disagreement_score":0.30338553,"about_ca_system_score_codex":0.00008179031,"about_ca_system_score_gemma":0.00005451317,"threshold_uncertainty_score":0.41863695},"labels":[],"label_agreement":null},{"id":"W2123077946","doi":"10.4271/2013-01-0978","title":"Development of Corrosion Testing Protocols for Magnesium Alloys and Magnesium-Intensive Subassemblies","year":2013,"lang":"en","type":"article","venue":"SAE International Journal of Materials and Manufacturing","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada)","funders":"National Energy Technology Laboratory","keywords":"Magnesium; Corrosion; Materials science; Metallurgy","score_opus":0.026169732206945174,"score_gpt":0.2572054902327144,"score_spread":0.2310357580257692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123077946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99700016,0.000042074964,0.0011954266,0.000097390206,0.0005302821,0.0010675397,0.00001061201,0.000018556213,0.00003793388],"genre_scores_gemma":[0.9883782,0.000010101411,0.011268079,0.00003608422,0.000111720015,0.00016086691,0.0000027066626,0.00001388138,0.000018319815],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990605,0.000013302667,0.0005482874,0.00009313833,0.00016929748,0.000115448565],"domain_scores_gemma":[0.99908656,0.00010683295,0.00020447274,0.000053057494,0.0004862892,0.00006281741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026740556,0.00012274727,0.00023390577,0.00010103088,0.000037712463,0.00011337308,0.00011959171,0.000044130582,0.000076382916],"category_scores_gemma":[0.00012451643,0.000099412835,0.000029765506,0.000012167872,0.000028201846,0.00023388397,0.00007125352,0.000050079994,0.0000012606369],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071235394,0.000007129683,0.0003641446,0.00032539965,0.000009905886,0.000002357747,0.00030655117,0.00004013044,0.98462653,0.000015772102,0.00006161955,0.014169212],"study_design_scores_gemma":[0.00061282294,0.00006995172,0.04075445,0.00016303628,0.000010424917,0.00006558645,0.00028196015,0.00013944267,0.9567089,0.00026889806,0.00081699295,0.000107502456],"about_ca_topic_score_codex":0.000011605924,"about_ca_topic_score_gemma":0.0000061300993,"teacher_disagreement_score":0.040390305,"about_ca_system_score_codex":0.000032642634,"about_ca_system_score_gemma":0.000023557668,"threshold_uncertainty_score":0.40539378},"labels":[],"label_agreement":null},{"id":"W2123820237","doi":"10.1061/41077(363)43","title":"Residual Capacity in Compression of Corroded Steel Angle Members","year":2009,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Corrosion; Compression (physics); Residual; Materials science; Compressive strength; Structural engineering; Residual strength; Residual stress; Composite material; Engineering; Computer science","score_opus":0.030860662529890972,"score_gpt":0.22673990575395023,"score_spread":0.19587924322405925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123820237","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9755301,0.00004171692,0.0003016553,0.00004986989,0.00009410053,0.000087065135,0.0000040718355,0.00012221737,0.0237692],"genre_scores_gemma":[0.9992206,0.0000054130182,0.0005981492,0.000045989796,0.0000089582145,0.0000011154161,0.0000025396891,0.0000042551796,0.00011298025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994691,0.000022434446,0.00019421897,0.000095524236,0.000103386716,0.000115358234],"domain_scores_gemma":[0.99970186,0.00003249715,0.0000140067195,0.00018570118,0.000020516018,0.0000454507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011031244,0.00007287975,0.00014525907,0.00004933067,0.000013340163,0.000006499822,0.00007321318,0.00005342351,0.00033272908],"category_scores_gemma":[0.000030240457,0.000064572574,0.00002854214,0.00012113616,0.000025801419,0.00005918186,0.000011809951,0.00009377805,0.000005259979],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007292048,0.000090382935,0.011189921,0.00009026726,0.0000036755027,0.000005218267,0.0014929833,0.014700536,0.94997066,0.0012989776,0.00970376,0.011380692],"study_design_scores_gemma":[0.0018872925,0.0001609272,0.42036578,0.00012208325,0.000009139342,0.0000042882975,0.00047638337,0.14534888,0.42822284,0.00075155665,0.0022115156,0.00043930527],"about_ca_topic_score_codex":0.000081389706,"about_ca_topic_score_gemma":0.00021376222,"teacher_disagreement_score":0.5217478,"about_ca_system_score_codex":0.000030404777,"about_ca_system_score_gemma":0.000007574757,"threshold_uncertainty_score":0.364315},"labels":[],"label_agreement":null},{"id":"W2126210969","doi":"10.5006/1.3277569","title":"Determination of Corrosion Rates in Hot, Concentrated Sulfuric Acid","year":2003,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Sulfuric acid; Corrosion; Metallurgy; Materials science; Ion; Chemistry","score_opus":0.013230585697955839,"score_gpt":0.23536974671925323,"score_spread":0.22213916102129738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126210969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96815187,0.0007131506,0.028403498,0.0000071068366,0.0007753195,0.00030018756,0.0000086540085,0.00016050074,0.0014797348],"genre_scores_gemma":[0.9992433,0.00017082032,0.00043493466,0.000022641278,0.000009542901,0.000015100878,0.000021126858,0.000022736447,0.00005976156],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988601,0.00009418427,0.00041352055,0.00021594508,0.0001705064,0.0002457056],"domain_scores_gemma":[0.9994025,0.00009680535,0.000063127474,0.000265252,0.00008965819,0.00008265355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026118843,0.0001732338,0.00025269727,0.0001324817,0.000037330745,0.000017427714,0.000110481385,0.000135156,0.00022967407],"category_scores_gemma":[0.00021227666,0.0001697612,0.000060808725,0.00048964255,0.00005203714,0.0001556796,0.000020118887,0.00015935053,0.00003082936],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043794233,0.00002901872,0.011703783,0.00006704946,1.332953e-7,0.0000038959765,0.00019929094,0.00024636497,0.98405063,0.00014835112,0.00014569979,0.0033619653],"study_design_scores_gemma":[0.00086544617,0.00007325515,0.008879497,0.00011892864,0.0000075524076,0.0000066072284,0.00012228836,0.04178994,0.94704396,0.00013663365,0.0007327228,0.00022314835],"about_ca_topic_score_codex":0.000005511656,"about_ca_topic_score_gemma":0.00003466079,"teacher_disagreement_score":0.041543577,"about_ca_system_score_codex":0.000111328845,"about_ca_system_score_gemma":0.00003204408,"threshold_uncertainty_score":0.6922661},"labels":[],"label_agreement":null},{"id":"W2126923981","doi":"10.5006/1.3278296","title":"Assessing the Corrosion Performance of High-Level Nuclear Waste Containers","year":2006,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Corrosion; Radioactive waste; High-level waste; Waste management; Container (type theory); Material selection; Spent nuclear fuel; Environmental science; Site selection; Engineering; Materials science; Metallurgy; Composite material","score_opus":0.016319086167913346,"score_gpt":0.22502301728300425,"score_spread":0.2087039311150909,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126923981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98956174,0.00015292279,0.007225708,0.000068592584,0.0009019483,0.00019148951,0.000010528581,0.00021796484,0.0016691055],"genre_scores_gemma":[0.9992726,0.00004709993,0.0003023747,0.000057584304,0.00009678545,0.000006552423,0.000019988018,0.000038588703,0.00015843687],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988553,0.000043951874,0.0003825101,0.00019942241,0.00026427326,0.00025453372],"domain_scores_gemma":[0.9992203,0.00011559938,0.00008496247,0.00043331605,0.00009185599,0.000053955606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026550985,0.00018847846,0.00023567153,0.000060018367,0.0001853352,0.00006749996,0.00023920565,0.0001033399,0.000113296635],"category_scores_gemma":[0.000034952398,0.00013764862,0.0000895311,0.0002372688,0.000108553766,0.00028185852,0.0000845655,0.00021511389,0.00003883362],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035034787,0.000019893485,0.005089147,0.00009686928,4.939401e-7,0.000001367523,0.00010383089,0.009761893,0.9760672,0.00040481068,0.0031774698,0.005241984],"study_design_scores_gemma":[0.0015489379,0.00022179268,0.07151304,0.0004388306,0.000058795995,0.000023242623,0.00096275075,0.5168994,0.40183163,0.00017538252,0.0056428304,0.00068336114],"about_ca_topic_score_codex":0.00007544105,"about_ca_topic_score_gemma":0.000017234213,"teacher_disagreement_score":0.5742356,"about_ca_system_score_codex":0.00008484118,"about_ca_system_score_gemma":0.00001932947,"threshold_uncertainty_score":0.56131476},"labels":[],"label_agreement":null},{"id":"W2132480778","doi":"10.1061/(asce)0899-1561(2008)20:1(20)","title":"Corrosion-Inhibiting Systems for Durable Concrete Bridges. I: Five-Year Field Performance Evaluation","year":2007,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Ministère des Transports","keywords":"Corrosion; Materials science; Epoxy; Coating; Cathodic protection; Composite material; Durability; Corrosion monitoring; Metallurgy; Forensic engineering; Electrochemistry; Engineering; Electrode","score_opus":0.014912563280372977,"score_gpt":0.23823115684735918,"score_spread":0.22331859356698622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2132480778","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97248197,0.0005459372,0.022760402,0.000017581577,0.0036244218,0.00032515542,0.000009470668,0.00006137755,0.00017368667],"genre_scores_gemma":[0.9987355,0.00017004709,0.00057583593,0.000012251532,0.00044000644,0.0000140792745,0.0000038235225,0.00003466788,0.000013809189],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983127,0.000026131216,0.00091494556,0.000115106945,0.00030991714,0.000321184],"domain_scores_gemma":[0.998957,0.0004264512,0.00016788532,0.0001350951,0.00022549198,0.00008809826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038741129,0.0001682429,0.00038182383,0.00021224585,0.0000353501,0.00007333791,0.00014091581,0.00012197532,0.00007377991],"category_scores_gemma":[0.0006819159,0.00016640685,0.00007165021,0.00012866831,0.000008151289,0.0002734537,0.000022079641,0.00018241045,0.000003378896],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012874443,0.0000031882576,0.00070039433,0.00062350096,0.000008398964,0.0000077327995,0.00017961951,0.33244392,0.6647365,0.00004340194,0.0005569485,0.0005676336],"study_design_scores_gemma":[0.001714122,0.00017012948,0.0031421822,0.0011752183,0.000032410604,0.00008615252,0.00020916417,0.40885866,0.58338237,0.000006520179,0.0009089064,0.00031413944],"about_ca_topic_score_codex":0.000010566767,"about_ca_topic_score_gemma":0.000008233603,"teacher_disagreement_score":0.081354134,"about_ca_system_score_codex":0.00024816295,"about_ca_system_score_gemma":0.000034768927,"threshold_uncertainty_score":0.6785875},"labels":[],"label_agreement":null},{"id":"W2135385599","doi":"10.1016/s0950-0618(00)00056-8","title":"Why assess the properties of near-surface concrete?","year":2001,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":104,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McGill University","keywords":"Durability; Service life; Measure (data warehouse); Range (aeronautics); Computer science; Corrosion; Forensic engineering; Construction engineering; Reliability engineering; Risk analysis (engineering); Engineering; Materials science; Data mining; Database; Business; Composite material","score_opus":0.024484155477708727,"score_gpt":0.22090586738175746,"score_spread":0.19642171190404872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135385599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99747247,0.0002447955,0.0007507124,0.00015042792,0.00087612955,0.00012824786,0.00000687366,0.0001295698,0.00024077806],"genre_scores_gemma":[0.9986625,0.0001659723,0.0010350472,0.00006852137,0.000042320073,0.0000042606243,8.503202e-7,0.000009794849,0.00001077038],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943435,0.00005146149,0.0002222096,0.000103878854,0.00007748712,0.00011063281],"domain_scores_gemma":[0.9996973,0.00003156005,0.00004156519,0.0001489143,0.00004722879,0.000033428718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021294435,0.00009540732,0.000170937,0.000010546128,0.00009728149,0.000105945874,0.000069486334,0.000051759864,0.00026087527],"category_scores_gemma":[0.000043651587,0.0000651351,0.000023032719,0.00007651959,0.00024806397,0.000096549375,0.00003105295,0.000047192112,0.0000025275745],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017630951,4.770883e-7,0.0015475163,0.000061993895,0.000006595176,3.2223483e-7,0.000069761765,0.00007203177,0.9963013,0.0005098581,0.00017624382,0.0012362968],"study_design_scores_gemma":[0.00018008685,0.000009161811,0.0006006128,0.000055605225,0.000012348492,0.000069351205,0.00019459277,0.0006223043,0.98529613,0.00007516608,0.012785471,0.000099146324],"about_ca_topic_score_codex":0.00003131375,"about_ca_topic_score_gemma":0.0000017467411,"teacher_disagreement_score":0.012609228,"about_ca_system_score_codex":0.000011525701,"about_ca_system_score_gemma":0.0000103803,"threshold_uncertainty_score":0.28564015},"labels":[],"label_agreement":null},{"id":"W2135411049","doi":"10.1002/suco.201200060","title":"Design for SLS according to <i>fib</i> Model Code 2010","year":2013,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Deflection (physics); Serviceability (structure); Cracking; Structural engineering; Limiting; Engineering; Materials science; Mechanical engineering; Composite material","score_opus":0.03322094081084826,"score_gpt":0.2499533629088998,"score_spread":0.21673242209805155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135411049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.825115,0.000081226775,0.17115065,0.0002574808,0.000849558,0.0014238097,0.00006516663,0.0005012867,0.0005557923],"genre_scores_gemma":[0.9608489,0.000005156745,0.0379228,0.00042988468,0.00010426209,0.0002620929,0.000012806652,0.000048926016,0.00036515767],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878067,0.000023499717,0.00029541648,0.00030038887,0.00014091279,0.0004591292],"domain_scores_gemma":[0.9990478,0.00017909204,0.000029307472,0.00036405865,0.00012893992,0.00025080433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013395789,0.00025041492,0.00028746607,0.00005882252,0.00011454865,0.000112727954,0.00027062185,0.000105470026,0.00020563196],"category_scores_gemma":[0.00011270755,0.00022495024,0.00010725613,0.00012446185,0.000033148615,0.00027813227,0.000063031075,0.00015733928,0.00010864169],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005116418,4.4313015e-8,0.0001569273,0.00006449904,0.000017748243,6.33597e-7,0.00027787086,0.019636618,0.9548305,0.00039247295,0.015917912,0.0086535625],"study_design_scores_gemma":[0.00043618528,0.00005211102,0.000116483956,0.000015733687,0.000014904871,0.0000048856828,0.00008283342,0.91014075,0.08570948,0.0021294518,0.00091273006,0.00038442799],"about_ca_topic_score_codex":0.00002409322,"about_ca_topic_score_gemma":0.0000032416415,"teacher_disagreement_score":0.8905041,"about_ca_system_score_codex":0.00007595625,"about_ca_system_score_gemma":0.000025850333,"threshold_uncertainty_score":0.91732043},"labels":[],"label_agreement":null},{"id":"W2135685751","doi":"10.1260/1369-4332.15.4.575","title":"Flexural Fatigue Performance of CFRP Prestressed Concrete Poles","year":2012,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"University of Cambridge","keywords":"Structural engineering; Deflection (physics); Materials science; Structural load; Prestressed concrete; Composite material; Engineering","score_opus":0.008688793073221165,"score_gpt":0.2375760312398252,"score_spread":0.22888723816660406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135685751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99137723,0.006266173,0.0005117196,0.0000038473427,0.00085590326,0.00011402547,0.000010221043,0.00019042773,0.00067043584],"genre_scores_gemma":[0.9975463,0.00033020758,0.0019811213,0.0000045039687,0.000088422334,0.000012073728,0.0000069272846,0.000023584202,0.0000068278105],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990364,0.000009215777,0.0003138248,0.00011587149,0.00014928628,0.00037543318],"domain_scores_gemma":[0.9995701,0.00008161191,0.00003332619,0.00020374832,0.000020964035,0.000090283414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000080595404,0.0001913909,0.00024559314,0.0000843773,0.00001827619,0.000008601171,0.00017059797,0.000060804185,0.00005364142],"category_scores_gemma":[0.000051788156,0.00018048391,0.000047494617,0.00019790579,0.000040596875,0.0007992607,0.00003833935,0.00018506203,0.0000022975528],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037296286,0.0000014830127,0.11274587,0.00089419127,0.000013001647,0.0000014122895,0.0006493837,0.76012665,0.10310762,0.0012463445,0.000008548834,0.021168219],"study_design_scores_gemma":[0.00066873804,0.000050548293,0.15074608,0.00023459586,0.000011872909,0.000017336784,0.000098303506,0.69524586,0.14984989,0.000024378338,0.002442095,0.000610276],"about_ca_topic_score_codex":0.0000055773753,"about_ca_topic_score_gemma":0.0000024426233,"teacher_disagreement_score":0.064880736,"about_ca_system_score_codex":0.000055495617,"about_ca_system_score_gemma":0.000005303271,"threshold_uncertainty_score":0.735992},"labels":[],"label_agreement":null},{"id":"W2138492593","doi":"10.1016/j.cemconcomp.2009.12.001","title":"Bond analysis of corroded reinforced concrete beams under monotonic and fatigue loads","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Materials science; Corrosion; Structural engineering; Reinforcement; Reinforced concrete; Composite material; Beam (structure); Bond strength; Steel bar; Adhesive; Engineering","score_opus":0.013938870638539613,"score_gpt":0.22882452533631692,"score_spread":0.21488565469777732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138492593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906506,0.0016238135,0.004914318,0.00009735421,0.00007244852,0.00026156678,0.000023593815,0.00013465885,0.0022216744],"genre_scores_gemma":[0.9985832,0.00043665717,0.00055143534,0.00023449099,0.000015283069,0.0000078615285,0.00007674438,0.000012256249,0.0000820796],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879646,0.000028249122,0.00044695026,0.0002888757,0.00018010316,0.00025934543],"domain_scores_gemma":[0.9992269,0.00012635635,0.00008233522,0.00032684897,0.00007332256,0.00016420562],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015638853,0.00025515322,0.0005575261,0.00020217574,0.00008586778,0.00006497178,0.00012135213,0.00009845106,0.00014224349],"category_scores_gemma":[0.000014477757,0.00024634547,0.00012740995,0.00039168968,0.00012972445,0.00012646671,0.00005400544,0.000125257,0.0000017967636],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013151728,0.0000011281533,0.0046458947,0.00009569093,0.0005615393,0.0000036509546,0.0009041453,0.0056905425,0.98000777,0.005121361,0.00029725497,0.0025395053],"study_design_scores_gemma":[0.0018834085,0.00046906195,0.021189572,0.00006575719,0.0012823232,0.0000045003703,0.00044778027,0.8397526,0.13355635,0.000116231895,0.0005258171,0.0007065582],"about_ca_topic_score_codex":0.000018330567,"about_ca_topic_score_gemma":0.0000022629306,"teacher_disagreement_score":0.8464514,"about_ca_system_score_codex":0.00003367522,"about_ca_system_score_gemma":0.000012570059,"threshold_uncertainty_score":0.99999887},"labels":[],"label_agreement":null},{"id":"W2144020533","doi":"10.1080/15732479.2012.657652","title":"Multi-objective and probabilistic decision-making approaches to sustainable design and management of highway bridge decks","year":2012,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Sustainability; Engineering; Satisficing; Pavement management; Probabilistic logic; Bridge (graph theory); Bridge maintenance; Life-cycle assessment; Computer science; Risk analysis (engineering); Civil engineering; Deck; Reliability engineering; Structural engineering; Business; Production (economics); Economics","score_opus":0.017686536400501326,"score_gpt":0.21472159341542454,"score_spread":0.19703505701492322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144020533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73434967,0.0014340272,0.26324567,0.0000062937766,0.00021541383,0.0005797117,0.000012518445,0.000109657325,0.000047043264],"genre_scores_gemma":[0.8837341,0.000059752492,0.116087325,0.000011158049,0.00004780841,0.00001885092,0.000002053336,0.00003359274,0.000005378611],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99890125,0.000017361035,0.00025551973,0.00027622664,0.00013187522,0.000417752],"domain_scores_gemma":[0.9993797,0.00013485015,0.00003118307,0.00021161375,0.00003356796,0.00020911988],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017265658,0.00030072854,0.00031246681,0.00015631734,0.00007399691,0.000051954696,0.0000894645,0.00012552683,0.000016269523],"category_scores_gemma":[0.00008142834,0.00026616183,0.000026987296,0.00023020727,0.000050483308,0.00023302168,0.00016640144,0.00019901816,2.495345e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028735807,0.000029168255,0.022422336,0.009579079,0.0004443645,0.00003477989,0.016427852,0.70586014,0.024443982,0.022345554,0.00065084425,0.19747455],"study_design_scores_gemma":[0.00096946245,0.000083531224,0.8042782,0.00041039067,0.00013809731,0.00012833989,0.0009241203,0.18534596,0.0034696283,0.0020864336,0.0012461665,0.0009197011],"about_ca_topic_score_codex":0.0000031041666,"about_ca_topic_score_gemma":0.0000011280757,"teacher_disagreement_score":0.7818558,"about_ca_system_score_codex":0.00006466888,"about_ca_system_score_gemma":0.000007479939,"threshold_uncertainty_score":0.9999791},"labels":[],"label_agreement":null},{"id":"W2144567136","doi":"10.1139/l06-049","title":"Durability and sustainability of infrastructure — a state-of-the-art report","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Sustainability; Nuclear decommissioning; Durability; Depreciation (economics); Audit; Service (business); Sustainable development; Engineering; Business; Risk analysis (engineering); Computer science; Economics","score_opus":0.0023275111791918436,"score_gpt":0.16555992304597597,"score_spread":0.16323241186678414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144567136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99195594,0.0005888551,0.0063375034,0.00011213978,0.0004351987,0.00011781288,0.00001758598,0.000014545316,0.0004204464],"genre_scores_gemma":[0.9997914,0.0000050968233,0.00012390463,0.0000036196159,0.000033979482,9.904768e-7,7.7926654e-7,0.000014944569,0.000025274687],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988709,0.000018832516,0.0006546629,0.00009030149,0.00014848563,0.00021680242],"domain_scores_gemma":[0.9989555,0.00007027613,0.0001387148,0.0002858768,0.0003220516,0.0002275999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041655282,0.00012997369,0.00029883868,0.0001422304,0.000026928288,0.000014053985,0.00015370348,0.000059321166,0.00005271843],"category_scores_gemma":[0.0005729862,0.00011111252,0.000121475874,0.00024434738,0.00010442904,0.000109756395,0.000015793592,0.00026018807,9.0244065e-8],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013118362,0.000007186083,0.27183062,0.0010908173,0.000035111017,0.00010555755,0.00045099473,0.7154809,0.0065108244,0.00018475916,0.0027331568,0.0015569597],"study_design_scores_gemma":[0.0004899696,0.000057325567,0.9503293,0.00018525199,0.0000443642,0.00069235254,0.000090566326,0.020067496,0.006302384,0.00330342,0.01813057,0.00030702556],"about_ca_topic_score_codex":0.0006814798,"about_ca_topic_score_gemma":0.038057446,"teacher_disagreement_score":0.6954134,"about_ca_system_score_codex":0.0002516231,"about_ca_system_score_gemma":0.0004841517,"threshold_uncertainty_score":0.9794955},"labels":[],"label_agreement":null},{"id":"W2146029733","doi":"10.14359/12983","title":"Concrete After 30 Years of Exposure—Part II: Chloride Ingress and Corrosion of Steel Bars","year":2004,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Sierra leone; Environmental protection; Ancient history; Ethnology; History","score_opus":0.008300794405607216,"score_gpt":0.20312758621836924,"score_spread":0.19482679181276202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2146029733","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998139,0.00032291448,0.00012056956,0.00002228564,0.0011801182,0.00008243926,0.00006290751,0.000027435954,0.00004229992],"genre_scores_gemma":[0.99923146,0.00040527325,0.0001830801,0.000022465563,0.000120095836,0.000003974228,0.000001389074,0.00001878326,0.000013454208],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99900043,0.000034743207,0.00051420444,0.00010305635,0.00017718822,0.00017037212],"domain_scores_gemma":[0.9994997,0.000035324167,0.00012705279,0.00016611809,0.00007154141,0.00010026756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035518472,0.00011970055,0.00031425917,0.00006515508,0.000035356214,0.000030373718,0.00009904335,0.00008017907,0.0007121357],"category_scores_gemma":[0.00006505414,0.00010333593,0.000050760045,0.000047682966,0.00008565836,0.00015161929,0.00006883467,0.00008201857,0.0000061760043],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016563224,0.0000026091382,0.00072486233,0.000072417635,0.000006642296,0.000014056056,0.00035918885,0.00006627747,0.9980267,0.00003378213,0.000044907418,0.00048288223],"study_design_scores_gemma":[0.0011447184,0.00015569151,0.019394265,0.00034094526,0.000020516014,0.00008970701,0.000055917353,0.0000046627897,0.9778405,0.00018864774,0.00062539126,0.00013902898],"about_ca_topic_score_codex":0.0000042856805,"about_ca_topic_score_gemma":8.441436e-7,"teacher_disagreement_score":0.020186234,"about_ca_system_score_codex":0.00003481499,"about_ca_system_score_gemma":0.000024739695,"threshold_uncertainty_score":0.77973866},"labels":[],"label_agreement":null},{"id":"W2146928600","doi":"10.1016/j.apsusc.2013.03.014","title":"Characterization of atomic structure of oxide films on carbon steel in simulated concrete pore solutions using EELS","year":2013,"lang":"en","type":"article","venue":"Applied Surface Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":116,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada; Carleton University","funders":"","keywords":"Oxide; Materials science; Hydroxide; Chloride; Calcium oxide; Carbon fibers; Layer (electronics); Chemical engineering; Valence (chemistry); Inorganic chemistry; Chemistry; Composite material; Metallurgy; Composite number; Organic chemistry","score_opus":0.013282805982764634,"score_gpt":0.21679203445990078,"score_spread":0.20350922847713615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2146928600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99897265,0.000007837604,0.00018736659,0.0000064250457,0.00009021195,0.00035085966,0.000024924773,0.00004798132,0.00031173383],"genre_scores_gemma":[0.9993179,0.0000031407803,0.0006417629,0.0000125859715,0.0000020685377,0.0000010919412,0.0000081082335,0.0000099398285,0.0000034246782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99899197,0.000013619039,0.0003007687,0.00021064762,0.00024399979,0.00023899005],"domain_scores_gemma":[0.9994409,0.000052272848,0.000080030804,0.00028106666,0.00008534457,0.00006037007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018248172,0.00011411795,0.00020232424,0.00010037511,0.000042728374,0.000014945537,0.00018873325,0.00006928556,0.000054165503],"category_scores_gemma":[0.000031966378,0.00011111813,0.000021942766,0.0007198261,0.0002232449,0.00012513176,0.000049124526,0.00011672772,0.0000019576394],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049519117,0.0000014474688,0.00089633354,0.000018602897,0.0000010427755,9.9838374e-8,0.0001800082,0.14163126,0.85702044,0.0001887129,4.865589e-7,0.000056605473],"study_design_scores_gemma":[0.00013482665,0.00000660967,0.019282943,0.000019260866,0.0000021489402,2.8657337e-7,0.00006341819,0.43626624,0.54410833,0.000039179078,0.000001241979,0.00007552238],"about_ca_topic_score_codex":0.00011398861,"about_ca_topic_score_gemma":0.000007580785,"teacher_disagreement_score":0.3129121,"about_ca_system_score_codex":0.000078665966,"about_ca_system_score_gemma":0.0000680666,"threshold_uncertainty_score":0.45312655},"labels":[],"label_agreement":null},{"id":"W2147106551","doi":"10.1504/ijmpt.2005.007735","title":"FRP protection and rehabilitation of corrosion-damaged reinforced concrete columns","year":2005,"lang":"en","type":"article","venue":"International Journal of Materials and Product Technology","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Corrosion; Fibre-reinforced plastic; Materials science; Aramid; Reinforcement; Composite material; Reinforced concrete; Structural engineering; Engineering; Fiber","score_opus":0.0065551819609910595,"score_gpt":0.2223148872873126,"score_spread":0.21575970532632155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2147106551","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99469984,0.00023014013,0.0008734175,0.0033226595,0.0006149293,0.0001573487,0.000015562771,0.000045526518,0.000040557123],"genre_scores_gemma":[0.9968143,0.0002280138,0.0027588406,0.000017981713,0.00013531999,0.0000059078493,0.0000021566334,0.0000078468665,0.000029604154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992098,0.00003034329,0.00046546152,0.0000932173,0.00013050022,0.000070641756],"domain_scores_gemma":[0.9993014,0.00004865368,0.00018546756,0.00009462408,0.00034303294,0.000026874302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043529636,0.000078935394,0.00020001395,0.00022670405,0.000022120485,0.000024632525,0.00010834987,0.00008015497,0.00007792007],"category_scores_gemma":[0.00048414612,0.00007116075,0.000022908884,0.0000681019,0.00013050571,0.00016677071,0.000041538402,0.00010704981,0.0000015529668],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014240456,0.0000018903644,0.00033569545,0.000046015284,0.000013545332,0.0000014014701,0.00018779543,0.00013164917,0.9894175,0.0006376974,0.00021909253,0.0088653425],"study_design_scores_gemma":[0.00081604597,0.00027943155,0.0020014017,0.00011886958,0.000015172105,0.0002635779,0.0001447537,0.0008750341,0.98858833,0.0005553653,0.006234144,0.00010785835],"about_ca_topic_score_codex":0.0000054026214,"about_ca_topic_score_gemma":0.0000018868795,"teacher_disagreement_score":0.008757484,"about_ca_system_score_codex":0.000033374137,"about_ca_system_score_gemma":0.000015747746,"threshold_uncertainty_score":0.29018512},"labels":[],"label_agreement":null},{"id":"W2150492540","doi":"10.1139/l04-019","title":"Performance assessment of FC girder bridges in Alberta","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Government of Alberta","keywords":"Girder; Precast concrete; Structural engineering; Deck; Engineering; Bridge (graph theory); Cracking; Prestressed concrete; Structural load; Geotechnical engineering; Span (engineering); Shear (geology); Stiffness; Civil engineering; Materials science; Composite material","score_opus":0.0064705850490283144,"score_gpt":0.19403126502315649,"score_spread":0.18756067997412817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150492540","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99327004,0.00031980316,0.003435802,0.000104976396,0.0005008852,0.00004900322,0.0000035951446,0.000010654706,0.0023052234],"genre_scores_gemma":[0.99954486,0.000043861564,0.00032458268,0.000009603329,0.000044704557,0.000001230325,7.1966963e-7,0.000018829673,0.0000116271185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99923563,0.000004949337,0.00036383123,0.000058687936,0.0001067766,0.00023015283],"domain_scores_gemma":[0.9994701,0.000036001955,0.000040502713,0.00012275676,0.00005681927,0.00027378282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018207887,0.00010757425,0.00021807349,0.00030507063,0.000013485064,0.000013771522,0.00014627202,0.000050482096,0.000106255946],"category_scores_gemma":[0.00006663858,0.00011367018,0.000062686566,0.00019366661,0.000016982307,0.00015274015,0.00000528468,0.00024389227,0.0000019145416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000013974792,0.0000026576497,0.022144925,0.00010395065,0.0000083900295,0.000020498119,0.0002655437,0.97518176,0.0016392936,0.00013057169,0.000057843405,0.0004432007],"study_design_scores_gemma":[0.0016544738,0.00018955464,0.6520663,0.0010814447,0.000024803074,0.00020668018,0.00013672892,0.33287457,0.0039468035,0.00003973958,0.00727116,0.00050777395],"about_ca_topic_score_codex":0.0018078042,"about_ca_topic_score_gemma":0.21841502,"teacher_disagreement_score":0.64230716,"about_ca_system_score_codex":0.00035161836,"about_ca_system_score_gemma":0.00036392268,"threshold_uncertainty_score":0.7958469},"labels":[],"label_agreement":null},{"id":"W2150642736","doi":"10.1155/2014/595743","title":"Experimental and Empirical Time to Corrosion of Reinforced Concrete Structures under Different Curing Conditions","year":2014,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Corrosion; Materials science; Reinforced concrete; Cracking; Curing (chemistry); Composite material; Metallurgy","score_opus":0.007002245360139199,"score_gpt":0.25052185697327634,"score_spread":0.24351961161313715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150642736","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9652343,0.00067656796,0.03287734,0.000014133097,0.00022494329,0.00015071132,0.000008274986,0.00016416094,0.00064960844],"genre_scores_gemma":[0.9993774,0.00002827613,0.00046335263,0.000031657983,0.000029847322,0.00002113376,0.0000069619623,0.00002349699,0.00001783049],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99921584,0.000012222032,0.00026769753,0.00017916314,0.00012196586,0.00020312039],"domain_scores_gemma":[0.99950165,0.0001744111,0.00002115855,0.00017887488,0.000013148314,0.000110786415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000064458545,0.00017291657,0.00025602203,0.00011783926,0.000024383104,0.000012381895,0.00008768488,0.000055975615,0.00015443789],"category_scores_gemma":[0.000061918356,0.0001701904,0.00003622399,0.00012232232,0.000031607982,0.00016727282,0.00006291047,0.00012712201,0.0000051669795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009875573,0.0000010328158,0.00056792935,0.0000941992,0.0000021514718,5.365895e-7,0.00020820016,0.38567153,0.61239576,0.00072487444,0.000027603724,0.00029630956],"study_design_scores_gemma":[0.00064897415,0.00010773042,0.0065164897,0.0001853358,0.0000067953915,0.0000069177713,0.00007286618,0.7103657,0.27977407,0.0001034009,0.001836152,0.00037555766],"about_ca_topic_score_codex":0.0000015188224,"about_ca_topic_score_gemma":0.000004859927,"teacher_disagreement_score":0.3326217,"about_ca_system_score_codex":0.00006332134,"about_ca_system_score_gemma":0.0000033843821,"threshold_uncertainty_score":0.6940163},"labels":[],"label_agreement":null},{"id":"W2153416675","doi":"10.1061/(asce)1090-0268(2005)9:2(187)","title":"Carbon-Fiber-Reinforced Polymer Repair to Extend Service Life of Corroded Reinforced Concrete Beams","year":2005,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Corrosion; Composite material; Deflection (physics); Beam (structure); Carbon fiber reinforced polymer; Fibre-reinforced plastic; Service life; Reinforced concrete; Reinforcement; Bending; Structural engineering; Flexural strength","score_opus":0.008582148266218325,"score_gpt":0.21952769421291365,"score_spread":0.21094554594669532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2153416675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98659265,0.00031482463,0.010149323,0.00031486622,0.00088540575,0.0003612433,0.000019612877,0.00013747459,0.0012246124],"genre_scores_gemma":[0.9753916,0.000017425926,0.023641372,0.00026809363,0.00034581442,0.000007647839,0.000007925637,0.000033440116,0.00028665623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982376,0.000028959643,0.00106801,0.00013598002,0.00029290258,0.00023651413],"domain_scores_gemma":[0.99828804,0.00015718587,0.00036951847,0.00027723185,0.00062546215,0.00028256874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028174912,0.00021204454,0.00050797325,0.00023986847,0.00005980919,0.000028029173,0.00018681816,0.00012271013,0.000106549276],"category_scores_gemma":[0.00011222179,0.00020680773,0.00027763686,0.00029656617,0.000058627425,0.00026419433,0.000033321427,0.00020020585,0.0000066599637],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006248501,0.0000017929904,0.00012399585,0.00017694976,0.00010103505,0.0000012877315,0.0005202835,0.061790626,0.93042386,0.00047525897,0.00043587817,0.0053241854],"study_design_scores_gemma":[0.0020981824,0.0004890093,0.0002513658,0.00018245087,0.00016654501,0.00030683435,0.00024012133,0.27895576,0.71266747,0.000013800583,0.0042765,0.00035198935],"about_ca_topic_score_codex":0.00001995194,"about_ca_topic_score_gemma":0.000002511743,"teacher_disagreement_score":0.2177564,"about_ca_system_score_codex":0.00011364121,"about_ca_system_score_gemma":0.0000800345,"threshold_uncertainty_score":0.8433375},"labels":[],"label_agreement":null},{"id":"W2155583871","doi":"10.1061/(asce)be.1943-5592.0000606","title":"Anchorage Capacity of Concrete Bridge Barriers Reinforced with GFRP Bars with Headed Ends","year":2014,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hatch (Canada); Turris (Canada); Toronto Metropolitan University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Deck; Materials science; Deflection (physics); Composite material; Engineering","score_opus":0.00947956550885151,"score_gpt":0.18656440474014147,"score_spread":0.17708483923128995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155583871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79008484,0.000078621524,0.20909601,0.000024489113,0.00025315693,0.000091273694,0.000010888041,0.00009492548,0.00026578954],"genre_scores_gemma":[0.9972749,0.000024960247,0.0024241866,0.000030680178,0.00016484059,0.0000029823973,0.0000021646074,0.00005937783,0.00001593017],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984091,0.000031251475,0.0006362842,0.00015090012,0.0004197396,0.00035273004],"domain_scores_gemma":[0.99869525,0.00015199356,0.00019789422,0.00033908203,0.00021445811,0.00040130957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055639434,0.00028948562,0.0006172656,0.00021378043,0.00003655085,0.00003559319,0.00023914727,0.000096964955,0.00003745884],"category_scores_gemma":[0.00022726828,0.0002379162,0.0001468292,0.000313664,0.00007247819,0.0003293244,0.00002203075,0.00052872585,0.0000018660874],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021666069,0.0000019567115,0.001949315,0.0003577005,0.00013262255,0.0000381821,0.00062607985,0.8769835,0.11872123,0.00013415328,0.00030323325,0.0005353378],"study_design_scores_gemma":[0.00412291,0.0012776281,0.05418178,0.0009458266,0.00016754377,0.0009004081,0.00012279657,0.7304005,0.20345663,0.0000051804354,0.003469488,0.00094931875],"about_ca_topic_score_codex":0.000018177367,"about_ca_topic_score_gemma":0.0000024973435,"teacher_disagreement_score":0.20719002,"about_ca_system_score_codex":0.00011304776,"about_ca_system_score_gemma":0.00006141414,"threshold_uncertainty_score":0.9701941},"labels":[],"label_agreement":null},{"id":"W2159628508","doi":"10.1139/l01-031","title":"Fatigue reliability of deteriorating prestressed concrete bridges due to stress corrosion cracking","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Prestressed concrete; Structural engineering; Cracking; Corrosion; Reliability (semiconductor); Stress (linguistics); Stress corrosion cracking; Bridge (graph theory); Materials science; Fracture mechanics; Engineering; Forensic engineering; Geotechnical engineering; Composite material","score_opus":0.01331829911445907,"score_gpt":0.21297816890667837,"score_spread":0.1996598697922193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159628508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94254225,0.00044388874,0.05539993,0.00007165056,0.00090818823,0.0001538418,0.000037918835,0.000056968285,0.0003853378],"genre_scores_gemma":[0.9989703,0.00002420828,0.0007874977,0.000021170861,0.00013780243,0.0000036943593,0.000002768323,0.000043281074,0.0000092706805],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984229,0.00003280727,0.0007426128,0.00015942125,0.00022272111,0.0004195312],"domain_scores_gemma":[0.99828184,0.00018042253,0.0001300644,0.00031348842,0.000298023,0.00079613907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039689775,0.00022734779,0.00046090764,0.00033373822,0.0000603475,0.000066292545,0.0003101626,0.00010648302,0.00016543204],"category_scores_gemma":[0.0008676808,0.00024027767,0.00013726312,0.00034797456,0.00003653327,0.00026903936,0.000022161763,0.00033658225,0.0000022081383],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022552,0.000002387151,0.03595243,0.0003109986,0.00001254432,0.00021698994,0.0009487342,0.8667206,0.093617216,0.00002165271,0.00036706962,0.0018068006],"study_design_scores_gemma":[0.0020447455,0.0006340989,0.19167678,0.005276075,0.00014057879,0.000842117,0.0010089853,0.6468593,0.13720962,0.00006025634,0.012391156,0.00185631],"about_ca_topic_score_codex":0.0007399793,"about_ca_topic_score_gemma":0.023660518,"teacher_disagreement_score":0.21986134,"about_ca_system_score_codex":0.0002471787,"about_ca_system_score_gemma":0.00021650965,"threshold_uncertainty_score":0.9941551},"labels":[],"label_agreement":null},{"id":"W2160553864","doi":"10.1002/maco.201206780","title":"Prescriptive <i>versus</i> performance approaches for durability design – The end of innocence?","year":2012,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Innocence; Field (mathematics); Test (biology); Computer science; Durability; Risk analysis (engineering); Construction engineering; Engineering; Business; Political science; Law; Mathematics","score_opus":0.06316307699239418,"score_gpt":0.21839272197132423,"score_spread":0.15522964497893005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2160553864","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9897117,0.00030254727,0.008273622,0.000028462127,0.0009676389,0.0004919261,0.00003975486,0.00004880736,0.00013553258],"genre_scores_gemma":[0.9992317,0.000094805124,0.00047031563,0.000012742999,0.00006842523,0.00008824837,0.0000075388575,0.000011225532,0.000015030647],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999349,0.000055838347,0.00021341578,0.000110184716,0.00008224995,0.000189309],"domain_scores_gemma":[0.99952906,0.00015826528,0.000042100866,0.00019299334,0.00003134373,0.000046234778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061908545,0.000114492716,0.00016966493,0.000014173652,0.00008779967,0.00002477144,0.00008727932,0.000057369092,0.00006623817],"category_scores_gemma":[0.000051765528,0.0000745878,0.000027305117,0.000052089803,0.00010655111,0.00016141406,0.000045005232,0.00003844555,0.000002112658],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007029278,0.000027919998,0.0018703475,0.00038453183,0.0000036232805,2.4938476e-8,0.001293962,0.00015774791,0.9850605,0.00046309418,0.00041818267,0.0096171],"study_design_scores_gemma":[0.00051304395,0.00014091696,0.015222629,0.000027684622,0.000024559411,0.000001724627,0.00025717702,0.005165422,0.97723925,0.00008482519,0.0011762562,0.00014651185],"about_ca_topic_score_codex":0.000006063558,"about_ca_topic_score_gemma":0.0000010896584,"teacher_disagreement_score":0.0133522805,"about_ca_system_score_codex":0.000018431265,"about_ca_system_score_gemma":0.000007863056,"threshold_uncertainty_score":0.3041602},"labels":[],"label_agreement":null},{"id":"W2161503848","doi":"10.1139/l06-034","title":"Fatigue performance of modular expansion joints for bridges","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Welding; Joint (building); Bridge (graph theory); Range (aeronautics); Repeatability; Modular design; Engineering; Fatigue limit; Bar (unit); Calibration; Stress (linguistics); Mathematics; Computer science; Geology; Mechanical engineering","score_opus":0.011155124918195862,"score_gpt":0.18293713160156042,"score_spread":0.17178200668336455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161503848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95543444,0.00087647955,0.042651538,0.000023628423,0.0006000023,0.00007945033,0.000016205324,0.000022316392,0.0002959255],"genre_scores_gemma":[0.9992033,0.000019774554,0.0005878479,0.000005242055,0.00013539288,0.0000024256549,0.0000026011066,0.000024978288,0.000018413797],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924517,0.0000041675708,0.00036781613,0.000060898143,0.000098283475,0.00022366794],"domain_scores_gemma":[0.9994479,0.00003885742,0.000054013963,0.00012242475,0.00013018427,0.00020663554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017927075,0.0001112039,0.00021741762,0.00022599509,0.000027794185,0.000015368369,0.00012282729,0.000054984022,0.000048134654],"category_scores_gemma":[0.000067678804,0.00011601943,0.00010403567,0.00010810162,0.000016524737,0.00013902521,0.0000035318362,0.00011915367,7.053966e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053498097,0.0000022024913,0.0031548704,0.00026133857,0.000009911281,0.0000065923064,0.00007761924,0.9522457,0.041934792,0.00009123938,0.0011484877,0.0010618989],"study_design_scores_gemma":[0.0007086592,0.00013314153,0.05645703,0.000462453,0.000029247827,0.00007262568,0.000036068042,0.8692087,0.06314003,0.00004904727,0.0093762,0.0003267837],"about_ca_topic_score_codex":0.00025748872,"about_ca_topic_score_gemma":0.009105256,"teacher_disagreement_score":0.08303698,"about_ca_system_score_codex":0.00011561605,"about_ca_system_score_gemma":0.00011552476,"threshold_uncertainty_score":0.50809467},"labels":[],"label_agreement":null},{"id":"W2161962200","doi":"10.17159/2309-8775/2015/v57n1a5","title":"Concrete durability standards: International trends and the South African context","year":2015,"lang":"en","type":"article","venue":"Journal of the South African Institution of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Context (archaeology); Engineering; Geography; Forensic engineering; Computer science; Archaeology; Database","score_opus":0.013116452561894809,"score_gpt":0.2132428884720107,"score_spread":0.2001264359101159,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161962200","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9577739,0.0012773653,0.023182347,0.0015971739,0.004260188,0.0002675339,0.00022992528,0.00013096763,0.011280598],"genre_scores_gemma":[0.9996415,0.000016049871,0.00012409958,0.000025554145,0.00014188657,0.0000041028643,6.841811e-7,0.000015217155,0.000030952393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982616,0.0000788804,0.0006825986,0.00012106002,0.0006671586,0.00018871724],"domain_scores_gemma":[0.9986349,0.00012976505,0.00029760957,0.0003065961,0.00044532111,0.00018585182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001648507,0.00019204608,0.0004089205,0.0001783819,0.00006741082,0.000053458854,0.00043766492,0.000068349545,0.000043227992],"category_scores_gemma":[0.0015218009,0.0001173773,0.00025015196,0.00034683157,0.00039092524,0.00020361424,0.00010144193,0.0004098748,8.408153e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0042013517,0.000054882283,0.016670115,0.00057689287,0.0013094404,0.000033546377,0.12945609,0.78117025,0.008044788,0.04030214,0.0039208536,0.014259656],"study_design_scores_gemma":[0.046111938,0.0009633807,0.058406033,0.0019337474,0.0012764836,0.00094741693,0.054143816,0.5625399,0.008168402,0.0023298634,0.26031044,0.0028686195],"about_ca_topic_score_codex":0.000012392352,"about_ca_topic_score_gemma":0.000025757645,"teacher_disagreement_score":0.2563896,"about_ca_system_score_codex":0.00031020856,"about_ca_system_score_gemma":0.0001651117,"threshold_uncertainty_score":0.47865075},"labels":[],"label_agreement":null},{"id":"W2162106932","doi":"10.4067/s0718-50732008000300005","title":"Desarrollo de hormigones con aglomerante cal-puzolana fina como material cementicio suplementario","year":2008,"lang":"es","type":"article","venue":"Revista de ingeniería de construcción","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Humanities; Physics; Art","score_opus":0.015522692175046133,"score_gpt":0.23639913428830556,"score_spread":0.22087644211325944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162106932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98818237,0.0035698821,0.004089223,0.00025210148,0.0009285827,0.00087823794,0.00090419815,0.00037753637,0.0008178758],"genre_scores_gemma":[0.9915052,0.0031110905,0.0039219046,0.00041878526,0.00046878998,0.00007255707,0.0001971061,0.0001523014,0.00015228581],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9949161,0.0004803616,0.0014789123,0.00082696095,0.00049922627,0.0017984419],"domain_scores_gemma":[0.9973615,0.00031829992,0.00032527605,0.0010319479,0.00019964419,0.00076333375],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0010580804,0.00090979645,0.0012568196,0.00027017793,0.0006392344,0.0005735723,0.00068629655,0.000513047,0.0031999976],"category_scores_gemma":[0.00033664002,0.0010439772,0.0004975856,0.0004340507,0.0006191921,0.00027162165,0.00030701136,0.0007859903,0.00016248718],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008839685,0.00015838344,0.7180899,0.0025780722,0.0005999748,0.0011410573,0.0038531404,0.0003030139,0.25250506,0.0037395812,0.0047121304,0.011435745],"study_design_scores_gemma":[0.014399963,0.0011339792,0.23634924,0.0035243782,0.0025980114,0.0070631853,0.0019163081,0.0442033,0.14174828,0.00046531254,0.5391105,0.0074875797],"about_ca_topic_score_codex":0.0013334507,"about_ca_topic_score_gemma":0.00012345784,"teacher_disagreement_score":0.5343983,"about_ca_system_score_codex":0.0016577442,"about_ca_system_score_gemma":0.0010122325,"threshold_uncertainty_score":0.99920106},"labels":[],"label_agreement":null},{"id":"W2162582686","doi":"10.1111/j.1467-8667.2010.00710.x","title":"Durability Monitoring for Improved Service Life Predictions of Concrete Bridge Decks in Corrosive Environments","year":2011,"lang":"en","type":"article","venue":"Computer-Aided Civil and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Durability; Service life; Bridge (graph theory); Probabilistic logic; Life-cycle assessment; Corrosion; Computer science; Reinforced concrete; Service (business); Life span; Forensic engineering; Environmental science; Reliability engineering; Engineering; Structural engineering; Database; Materials science; Business; Artificial intelligence","score_opus":0.013086107701330533,"score_gpt":0.18825089643872278,"score_spread":0.17516478873739225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162582686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.751191,0.00020859785,0.24702714,0.000007677556,0.00093242456,0.0003817232,0.000058642498,0.00014952807,0.000043264587],"genre_scores_gemma":[0.99146855,0.000067770765,0.0081831785,0.000027603344,0.00014523491,0.000055009936,0.00001272763,0.000037928872,0.0000020076673],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987397,0.000016224732,0.00050671137,0.00031915712,0.000091425274,0.0003267618],"domain_scores_gemma":[0.999257,0.00012093436,0.000063932544,0.00031470603,0.00004624758,0.00019715235],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00013441851,0.00028958722,0.00040216575,0.00012211438,0.000044571905,0.00001925846,0.00018390758,0.00015995075,0.000027058235],"category_scores_gemma":[0.000068281224,0.00030822903,0.00008048063,0.00017502763,0.000040756626,0.00020879201,0.000102834674,0.00026475126,8.173686e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028784957,0.000044112432,0.079839155,0.0030325311,0.00022777096,0.000006897168,0.00939431,0.2557393,0.63597536,0.00039020137,0.00044245683,0.014620054],"study_design_scores_gemma":[0.00081086095,0.000066769695,0.44500747,0.00009895721,0.000021066964,0.0000064274755,0.000034553508,0.54534805,0.0079299575,0.00009075426,0.00032336582,0.0002617825],"about_ca_topic_score_codex":0.000028929298,"about_ca_topic_score_gemma":0.00000749541,"teacher_disagreement_score":0.62804544,"about_ca_system_score_codex":0.00008701683,"about_ca_system_score_gemma":0.000021052256,"threshold_uncertainty_score":0.999937},"labels":[],"label_agreement":null},{"id":"W2164052522","doi":"10.14359/19210","title":"Full-Scale Marine Exposure Tests on Treated and Untreated Concretes Initial 7-Year Results","year":2008,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Scale (ratio); Environmental science; Statistics; Forensic engineering; Mathematics; Engineering; Geography; Cartography","score_opus":0.015885958859092515,"score_gpt":0.22403189187421763,"score_spread":0.2081459330151251,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164052522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99730337,0.000058592435,0.0000053568388,0.00009096879,0.000604434,0.0001271442,0.000095646916,0.00020926323,0.00150524],"genre_scores_gemma":[0.99882734,0.00044733827,0.0001334987,0.000055371864,0.00033781605,0.0000051550387,0.00003927433,0.0000322364,0.00012199436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875754,0.0001034734,0.0004886488,0.000190157,0.00017714422,0.00028305853],"domain_scores_gemma":[0.99930084,0.00012044473,0.00007942871,0.00021298708,0.00008570541,0.00020061947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002163484,0.00022761601,0.00032818405,0.00009273574,0.00016838431,0.000109316694,0.00010641957,0.00013226976,0.0008639121],"category_scores_gemma":[0.00016338429,0.00018825592,0.00004561589,0.0000990915,0.00008498117,0.00014469471,0.0000489761,0.00018696855,0.00006787301],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016920763,0.00001928022,0.005259096,0.000039537306,0.000035664376,0.00032681442,0.0004174562,0.000052041207,0.98788434,0.000009539304,0.0029985479,0.0012656108],"study_design_scores_gemma":[0.007441626,0.0013855555,0.13188495,0.0001555105,0.000060948918,0.0027581446,0.00010387634,0.00016245447,0.8529692,0.00011281872,0.0023179003,0.0006470186],"about_ca_topic_score_codex":0.000019650579,"about_ca_topic_score_gemma":0.00001041171,"teacher_disagreement_score":0.13491513,"about_ca_system_score_codex":0.000049158978,"about_ca_system_score_gemma":0.00002071234,"threshold_uncertainty_score":0.9459232},"labels":[],"label_agreement":null},{"id":"W2164374499","doi":"10.1016/j.engstruct.2014.07.044","title":"The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Türkiye Bilimler Akademisi","keywords":"Corrosion; Materials science; Rebar; Failure mode and effects analysis; Composite material; Beam (structure); Ultimate tensile strength; Shear (geology); Self-consolidating concrete; Structural engineering; Reinforced concrete; Flexural strength; Compressive strength; Engineering","score_opus":0.002878256630935686,"score_gpt":0.19841350100065072,"score_spread":0.19553524436971503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164374499","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99433005,0.00008557447,0.0040888647,0.0000047210124,0.0006627003,0.00025900092,0.000008698868,0.00029049808,0.0002698889],"genre_scores_gemma":[0.99886656,0.000008812643,0.0009986856,0.0000050365,0.00005397645,0.000018886094,0.000005168641,0.000032407195,0.000010482398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990504,0.000039353003,0.0003511378,0.00013493924,0.00020778456,0.00021638126],"domain_scores_gemma":[0.9986596,0.0007675137,0.0000656919,0.00041096203,0.000032820197,0.00006341437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003116691,0.00020472045,0.0003033801,0.00006097355,0.000059467777,0.000018199808,0.00020040538,0.000095592244,0.000018480176],"category_scores_gemma":[0.0003707474,0.00014420503,0.0001099125,0.00011938093,0.00004233687,0.00003944288,0.000035010577,0.00022188356,0.000001992941],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006562728,6.4498187e-7,0.0006229635,0.00046032402,0.000021000951,8.6740437e-7,0.00028856285,0.4985137,0.4917734,0.0024196934,0.00013772245,0.0056955074],"study_design_scores_gemma":[0.00048083483,0.0003471192,0.004579493,0.00007971358,0.000037968144,0.000004486097,0.000011814901,0.19752428,0.7959983,0.00000682124,0.0007423947,0.00018677734],"about_ca_topic_score_codex":0.0000066627326,"about_ca_topic_score_gemma":1.1358523e-7,"teacher_disagreement_score":0.3042249,"about_ca_system_score_codex":0.00003077721,"about_ca_system_score_gemma":0.0000056375816,"threshold_uncertainty_score":0.588051},"labels":[],"label_agreement":null},{"id":"W2165291492","doi":"10.1557/proc-824-cc1.9","title":"The Influence of Environmental Conditions and Passive Film Properties on the MIC of Engineered Barriers in the Yucca Mountain Repository","year":2004,"lang":"en","type":"article","venue":"MRS Proceedings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Corrosion; Shield; Yucca; Moisture; Radioactive waste; Waste management; Metallurgy; Composite material; Engineering; Ecology","score_opus":0.004226678469468207,"score_gpt":0.16538183667583206,"score_spread":0.16115515820636386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165291492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988512,0.00012142668,9.893618e-7,0.00038511978,0.00002362036,0.00026527,0.000010888069,0.000017990393,0.00032351832],"genre_scores_gemma":[0.9998058,0.000038604707,0.0000043059163,0.00005915452,0.00000767685,0.00006064153,4.9964973e-7,0.0000069982866,0.000016282602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948245,0.0000073115284,0.00018237843,0.0000878856,0.0001346318,0.00010533436],"domain_scores_gemma":[0.9997317,0.000087195906,0.000038454447,0.000101748316,0.00001642522,0.000024465415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014361595,0.000086309556,0.00008487534,0.000024326355,0.000113306785,0.000021098173,0.00015781145,0.00003480871,0.0000055622336],"category_scores_gemma":[0.00011712193,0.00004418568,0.000027151988,0.00008328522,0.00025962995,0.00007077143,0.000022088683,0.00014448182,7.29742e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037695303,0.000013846087,0.004022631,0.00008137203,0.000013096158,9.2845005e-7,0.014736881,0.006899965,0.9719488,0.0019517367,0.00022175768,0.00007128621],"study_design_scores_gemma":[0.0008196567,0.00025505715,0.27411413,0.00031853426,0.000029788187,0.00002959144,0.043202948,0.0035138356,0.6755725,0.001127091,0.0007228901,0.00029394767],"about_ca_topic_score_codex":0.000020134416,"about_ca_topic_score_gemma":0.000003802077,"teacher_disagreement_score":0.2963763,"about_ca_system_score_codex":0.00005900564,"about_ca_system_score_gemma":0.0000143784355,"threshold_uncertainty_score":0.18018398},"labels":[],"label_agreement":null},{"id":"W2170441966","doi":"10.5539/mas.v8n3p167","title":"Bridge Assessment, Management and Life Cycle Analysis","year":2014,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Computer science; Reliability (semiconductor); Risk analysis (engineering); Service life; Bridge maintenance; Construction engineering; Transport engineering; Reliability engineering; Operations research; Engineering; Business; Structural engineering","score_opus":0.010696599952473034,"score_gpt":0.23780294238807473,"score_spread":0.22710634243560168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170441966","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39332038,0.000012837436,0.5589731,0.000023087521,0.000039468676,0.00007739442,0.000001187014,0.00013296421,0.04741958],"genre_scores_gemma":[0.997333,0.000009491789,0.0024624164,0.00012765497,0.000010780473,0.000015588223,0.0000011319273,0.0000057958378,0.00003414846],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911666,0.0000062914264,0.00011705251,0.00029790527,0.00025276412,0.00020931914],"domain_scores_gemma":[0.9994502,0.00002189883,0.0000144619435,0.00033926134,0.000013966029,0.00016020077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046392714,0.00008661632,0.00012880068,0.00014447242,0.00012775672,0.00009944638,0.00020613104,0.000018394589,0.000033071206],"category_scores_gemma":[0.000007685536,0.00008284087,0.00002746218,0.00064737577,0.00014184792,0.000078747566,0.00011259506,0.00006376237,0.000013590394],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018586474,0.00006770776,0.035944905,0.00024320894,0.00017626077,0.00000303479,0.00143089,0.1615054,0.3343597,0.057822447,0.0005157957,0.40791205],"study_design_scores_gemma":[0.00009544454,0.0000026521247,0.20813562,9.543637e-7,0.000029981129,1.2563899e-7,0.000011724139,0.7901173,0.00024389979,0.001000489,0.00027282306,0.00008898515],"about_ca_topic_score_codex":0.0000047128806,"about_ca_topic_score_gemma":0.000008598731,"teacher_disagreement_score":0.6286119,"about_ca_system_score_codex":0.00003921848,"about_ca_system_score_gemma":0.000009285627,"threshold_uncertainty_score":0.33781525},"labels":[],"label_agreement":null},{"id":"W2170897320","doi":"10.1115/1.4006556","title":"A Comprehensive Parametric Finite Element Study on the Development of Strain Concentration in Concrete Coated Offshore Pipelines","year":2012,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Materials science; Finite element method; Structural engineering; Parametric statistics; Ultimate tensile strength; Pipeline transport; Cracking; Strain hardening exponent; Deformation (meteorology); Joint (building); Bending; Coating; Submarine pipeline; Geotechnical engineering; Composite material; Engineering; Mechanical engineering","score_opus":0.03309455649517526,"score_gpt":0.27060685035651677,"score_spread":0.2375122938613415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170897320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962476,0.001209506,0.0015495056,0.00021850911,0.00024941584,0.00042056604,0.000008906745,0.000042788477,0.000053238917],"genre_scores_gemma":[0.9993883,0.000036408986,0.00049507234,0.000022370208,0.000027806667,0.000013549147,0.0000016916086,0.000010812586,0.0000040054547],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99849254,0.00011419919,0.0008266263,0.000090286354,0.0002506153,0.00022574942],"domain_scores_gemma":[0.9988504,0.0003832745,0.0002714663,0.00021310046,0.00023390302,0.0000478725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065281824,0.00014765952,0.00036757896,0.00032765092,0.000032700107,0.0000091878055,0.0002561469,0.00013010528,0.00004284559],"category_scores_gemma":[0.00032828352,0.00010338214,0.000044952172,0.0006488274,0.00007176092,0.000081079466,0.000043793447,0.0004325832,0.0000024245746],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006180703,0.0007576705,0.48396954,0.00046984202,0.000912449,0.000038324557,0.018456334,0.01985617,0.44433078,0.0022271026,0.0016573574,0.026706362],"study_design_scores_gemma":[0.00824312,0.0021536108,0.42950585,0.000581407,0.0003843377,0.00006255272,0.041487083,0.03522463,0.42643628,0.00036540808,0.054556005,0.000999736],"about_ca_topic_score_codex":0.0000011337771,"about_ca_topic_score_gemma":0.0000041481503,"teacher_disagreement_score":0.054463677,"about_ca_system_score_codex":0.000047165267,"about_ca_system_score_gemma":0.000052461626,"threshold_uncertainty_score":0.42158014},"labels":[],"label_agreement":null},{"id":"W2174807636","doi":"10.1115/ipc2006-10171","title":"Effect of Transitions in the Water Table and Soil Moisture Content on the Cathodic Protection of Buried Pipelines","year":2006,"lang":"en","type":"article","venue":"Volume 2: Integrity Management; Poster Session; Student Paper Competition","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada); Nova Chemicals (Canada)","funders":"","keywords":"Cathodic protection; Water content; Pipeline transport; Moisture; Water table; Environmental science; Soil water; Soil science; Environmental engineering; Geotechnical engineering; Materials science; Groundwater; Geology; Chemistry; Composite material; Electrochemistry","score_opus":0.01252149637229361,"score_gpt":0.22309273618673373,"score_spread":0.21057123981444012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2174807636","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912243,0.00007124183,0.0018781687,0.0025385062,0.00021154844,0.0013800255,0.000023435427,0.0000602686,0.002612535],"genre_scores_gemma":[0.99928576,0.000024397255,0.000016659522,0.00013095325,0.00004119572,0.0002196859,0.000044662353,0.000012834213,0.00022385444],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9984588,0.00039302727,0.0004164452,0.00021458324,0.00034048647,0.00017662678],"domain_scores_gemma":[0.99943787,0.00008195735,0.000053103704,0.00033395545,0.00007270351,0.000020391795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083348714,0.00019838597,0.0002467363,0.000110149515,0.00011909706,0.00005468371,0.00019942269,0.000075259064,0.00010970781],"category_scores_gemma":[0.000014534498,0.00009386036,0.00008717169,0.00018473362,0.00008733724,0.00013208034,0.00006458133,0.00031866974,0.0000072610574],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014258653,0.0018752745,0.061235417,0.005652166,0.00018904527,0.000039464314,0.0150584495,0.006964921,0.87921596,0.010362916,0.00371347,0.014267059],"study_design_scores_gemma":[0.0073833917,0.0022344152,0.78868794,0.002939691,0.0006001889,0.000031322597,0.013805436,0.012521507,0.1600702,0.0010153789,0.009573429,0.0011371037],"about_ca_topic_score_codex":0.00038737193,"about_ca_topic_score_gemma":0.00044211437,"teacher_disagreement_score":0.7274525,"about_ca_system_score_codex":0.000049844304,"about_ca_system_score_gemma":0.0000031674283,"threshold_uncertainty_score":0.38275146},"labels":[],"label_agreement":null},{"id":"W2179965411","doi":"","title":"Structural Health Monitoring","year":2005,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural health monitoring; Aerospace; Engineering; Construction engineering; Systems engineering; Civil engineering; Risk analysis (engineering); Structural engineering; Business","score_opus":0.02220152178193201,"score_gpt":0.2880681580082048,"score_spread":0.26586663622627277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2179965411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9805337,0.0006028568,0.00021228465,0.013734535,0.00028108322,0.000119222546,0.00014241706,0.00018220213,0.004191689],"genre_scores_gemma":[0.99855685,0.0002023853,0.00030508562,0.0005112371,0.00036226097,0.00000572872,0.000012629953,0.0000080159,0.000035818055],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99904186,0.000027228092,0.00024434619,0.00013944795,0.00010600846,0.00044113336],"domain_scores_gemma":[0.99946177,0.000032957618,0.00002282593,0.00017424944,0.00003575595,0.00027241898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000094043025,0.000120754674,0.00014066826,0.00012351788,0.000094573435,0.00009253431,0.000098944714,0.00005378083,0.000019655487],"category_scores_gemma":[0.00010896268,0.00013333032,0.00003138513,0.00027387007,0.00007337124,0.00020055127,0.000044118995,0.00010146993,0.000010020351],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021757237,0.000016215245,0.3240413,0.00008472954,0.000016060947,0.000001284981,0.0007616799,0.0015261181,0.000022169537,0.54996365,0.001642617,0.12192201],"study_design_scores_gemma":[0.000891409,0.00002748157,0.86380684,0.000028856899,0.000004568297,0.000039013263,0.0006574707,0.08737985,0.000067658264,0.005146014,0.041570943,0.00037986765],"about_ca_topic_score_codex":0.0030545478,"about_ca_topic_score_gemma":0.00030444277,"teacher_disagreement_score":0.5448176,"about_ca_system_score_codex":0.00072462443,"about_ca_system_score_gemma":0.00020982134,"threshold_uncertainty_score":0.5437053},"labels":[],"label_agreement":null},{"id":"W2181523021","doi":"10.1007/1-4020-4891-2_4","title":"Sulphide, Sulphate and Sulphuric Acid a Corrosion of Concrete in Laboratory Tests","year":2007,"lang":"en","type":"book-chapter","venue":"Solid mechanics and its applications","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Portland cement; Silica fume; Corrosion; Cementitious; Cement; Materials science; Fly ash; Metallurgy; Slag (welding); Composite material","score_opus":0.01730996401698406,"score_gpt":0.24611321098545172,"score_spread":0.22880324696846766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2181523021","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23627613,0.31384775,0.11558168,0.0009165148,0.0032522038,0.026765598,0.013107929,0.003055107,0.28719708],"genre_scores_gemma":[0.9787137,0.016131714,0.00043089862,0.00011728318,0.000094914365,0.000120652345,0.00011725203,0.00013602368,0.0041375845],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987101,0.000008600171,0.0005202041,0.0003762647,0.00016147482,0.00022338962],"domain_scores_gemma":[0.999042,0.00011523006,0.00012991353,0.00036797966,0.00017835957,0.00016655428],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029882047,0.00030384347,0.00046014634,0.00023154516,0.000053568296,0.00002041736,0.00012540244,0.00037006568,0.00007793539],"category_scores_gemma":[0.000029333441,0.00032742805,0.000052765306,0.00013794065,0.00003589486,0.00006428693,0.00009801652,0.0003468263,0.000019865074],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038885883,0.000011924662,0.000017841692,0.0009976197,0.000026833197,0.000008210054,0.00037250787,0.000028232927,0.24385595,0.7440024,0.0003646246,0.0102749895],"study_design_scores_gemma":[0.005682396,0.00073293573,0.0005364248,0.002377823,0.0006643018,0.00009695414,0.0005084658,0.12292388,0.1488496,0.1295445,0.5825552,0.005527504],"about_ca_topic_score_codex":0.000003839517,"about_ca_topic_score_gemma":0.000046494137,"teacher_disagreement_score":0.74243754,"about_ca_system_score_codex":0.000054511263,"about_ca_system_score_gemma":0.00005213541,"threshold_uncertainty_score":0.9999178},"labels":[],"label_agreement":null},{"id":"W2183037406","doi":"10.5006/0622e","title":"Practical Model for Three-Stage Corrosion Behavior of Galvanized Steel Reinforcement in Soil","year":2013,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Galvanization; Corrosion; Service life; Materials science; Water content; Metallurgy; Moisture; Soil water; Geotechnical engineering; Environmental science; Engineering; Composite material; Soil science; Layer (electronics)","score_opus":0.04331778143300148,"score_gpt":0.2853785349136895,"score_spread":0.242060753480688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2183037406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54269236,0.000032992742,0.4550053,0.00005637897,0.00034931063,0.0013714138,0.000019765475,0.0001339797,0.00033852734],"genre_scores_gemma":[0.9957805,0.00003164278,0.0030519797,0.000046992685,0.000020210835,0.00047838586,0.000039653234,0.000041276275,0.00050930784],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984882,0.00002163839,0.00060440047,0.00027641634,0.00026662028,0.00034275049],"domain_scores_gemma":[0.99899447,0.00016532658,0.00009226127,0.00045265054,0.00015751901,0.00013779034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002687585,0.00022242316,0.00034624946,0.00011205739,0.000052375195,0.000030345314,0.00015080717,0.0001767468,0.00041701406],"category_scores_gemma":[0.00017156596,0.00020744023,0.00013057211,0.000159552,0.000049763883,0.00030244212,0.00009390396,0.00020951898,0.000049681217],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014844642,0.00009345311,0.0039739674,0.00020763707,5.603402e-7,0.0000016293201,0.00022117917,0.059876323,0.92989,0.00039902073,0.0026490367,0.0025387462],"study_design_scores_gemma":[0.0013533024,0.00011147484,0.0020590269,0.00007291494,0.000019918481,0.0000014834899,0.00007935186,0.9476551,0.048153263,0.00010714307,0.00016314078,0.00022391294],"about_ca_topic_score_codex":0.000052731906,"about_ca_topic_score_gemma":0.00019298703,"teacher_disagreement_score":0.88777876,"about_ca_system_score_codex":0.00013931646,"about_ca_system_score_gemma":0.00005393801,"threshold_uncertainty_score":0.8459167},"labels":[],"label_agreement":null},{"id":"W2186940353","doi":"","title":"Exposure classes for designing durable concrete","year":2009,"lang":"en","type":"article","venue":"Indian Concrete Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Limiting; Durability; Sustainability; Forensic engineering; Construction engineering; European standard; Engineering; Computer science; Civil engineering; Architectural engineering; Risk analysis (engineering); Business; Mechanical engineering; Ecology","score_opus":0.015347682181622118,"score_gpt":0.2333773299093488,"score_spread":0.2180296477277267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2186940353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9676576,0.001888607,0.022189144,0.0008453535,0.0016083523,0.0005430203,0.000044669137,0.00052430667,0.0046989094],"genre_scores_gemma":[0.99208236,0.00018566815,0.006146698,0.0006561956,0.0006484666,0.000013717652,0.000008740251,0.000044135053,0.00021401842],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981972,0.0000728433,0.0005830185,0.00023588217,0.00026572394,0.00064532313],"domain_scores_gemma":[0.9986609,0.00031048807,0.000120389166,0.00028955648,0.00019097613,0.00042765008],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006683886,0.00029521174,0.00040171458,0.0001684883,0.00033510788,0.00030309166,0.00032237745,0.00020880757,0.00032080663],"category_scores_gemma":[0.00028631184,0.0002844549,0.00025898687,0.00019631824,0.000054476943,0.00041245413,0.000013886708,0.00058677094,0.000039826336],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041224877,0.0000028432014,0.0036270155,0.00020753777,0.00017648032,0.00043284977,0.0034206077,0.0013566748,0.85834044,0.0007661516,0.06593246,0.065324694],"study_design_scores_gemma":[0.020123908,0.005468135,0.014463569,0.001387669,0.000472575,0.006984057,0.0052812495,0.05081405,0.4331353,0.007850261,0.4481284,0.0058908383],"about_ca_topic_score_codex":0.0000018390156,"about_ca_topic_score_gemma":0.0000017542415,"teacher_disagreement_score":0.42520514,"about_ca_system_score_codex":0.00016410557,"about_ca_system_score_gemma":0.00013521424,"threshold_uncertainty_score":0.9999608},"labels":[],"label_agreement":null},{"id":"W2187549952","doi":"","title":"State-of-the-Art of FRP and SHM Applications in Bridge Structures in Canada","year":2008,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke; University of Manitoba","funders":"","keywords":"Bridge (graph theory); Structural health monitoring; Fibre-reinforced plastic; Durability; Activity-based costing; Engineering; Construction engineering; Civil engineering; Forensic engineering; Computer science; Structural engineering; Business","score_opus":0.008496826885035808,"score_gpt":0.18564745713167996,"score_spread":0.17715063024664415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2187549952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987838,0.0000650004,0.00026085827,0.000021273083,0.000019593102,0.00009852692,0.000011827174,0.0000062313406,0.0007328439],"genre_scores_gemma":[0.99984556,0.000018990779,0.00008695468,0.000012462097,0.0000010797909,0.000004469297,0.0000010244064,0.0000025350064,0.000026949376],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99972,0.0000059415456,0.00012683275,0.000047404166,0.00004813606,0.000051707106],"domain_scores_gemma":[0.99982005,0.00003388022,0.00000895901,0.00011090646,0.000008621019,0.00001755907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000020494666,0.00003411941,0.000074174925,0.000018654486,0.0000063960983,6.7625524e-7,0.000044324766,0.000009366606,0.000030704156],"category_scores_gemma":[0.000008699975,0.000026570855,0.00000782999,0.00010362653,0.000020042704,0.000013580325,0.000014785106,0.000043412594,1.224118e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037886766,0.0000044552257,0.9819089,0.00007162744,0.0000018739432,8.2152195e-7,0.00039411866,0.0061051985,0.0057841353,0.00024681157,0.0012286945,0.004249565],"study_design_scores_gemma":[0.00008930966,0.0000013895711,0.98692214,0.0000029952407,4.4502403e-7,9.067481e-7,0.000026424254,0.0026188232,0.009445892,0.00012494477,0.0007347103,0.000032019107],"about_ca_topic_score_codex":0.39077115,"about_ca_topic_score_gemma":0.9066438,"teacher_disagreement_score":0.5158726,"about_ca_system_score_codex":0.00004380085,"about_ca_system_score_gemma":0.000075591954,"threshold_uncertainty_score":0.6132857},"labels":[],"label_agreement":null},{"id":"W2193741323","doi":"10.1007/s13349-015-0144-5","title":"Evaluation of damage progression in concrete structures due to reinforcing steel corrosion using acoustic emission monitoring","year":2015,"lang":"en","type":"article","venue":"Journal of Civil Structural Health Monitoring","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Corrosion; Materials science; Cracking; Concrete cover; SIGNAL (programming language); Structural engineering; Corrosion monitoring; Composite material; Engineering; Computer science","score_opus":0.07880244124119225,"score_gpt":0.37593429012688284,"score_spread":0.2971318488856906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2193741323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913541,0.00216457,0.0010731491,0.00003148879,0.004831257,0.00046053433,0.000003709587,0.000043156953,0.000038025297],"genre_scores_gemma":[0.99562776,0.00004696066,0.0035806329,0.000004516371,0.00069655577,0.0000038621206,0.0000011379879,0.000036619385,0.000001951201],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99591726,0.0003059822,0.0014135226,0.0002034641,0.0017043861,0.00045540594],"domain_scores_gemma":[0.9973836,0.00012947971,0.00062450004,0.00026568005,0.0010246988,0.0005720425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034057542,0.00027820334,0.000661533,0.00042713256,0.00011896565,0.00005245877,0.00025435112,0.00014784059,0.000011103619],"category_scores_gemma":[0.0008486353,0.00023750775,0.00009860395,0.0004949723,0.000029210227,0.0005326016,0.00009212022,0.0005813337,3.8320425e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024508254,0.000002617986,0.053061407,0.00048149755,0.000010179423,0.00001736304,0.0031745955,0.49583104,0.38306224,0.0000022646502,0.000031841664,0.064079866],"study_design_scores_gemma":[0.0048304005,0.0011554911,0.26424798,0.008779185,0.0001494659,0.00030003875,0.004929065,0.4582945,0.2559889,0.00053277257,0.000043888645,0.000748313],"about_ca_topic_score_codex":0.00007541788,"about_ca_topic_score_gemma":0.000019244348,"teacher_disagreement_score":0.21118657,"about_ca_system_score_codex":0.001803406,"about_ca_system_score_gemma":0.0005492944,"threshold_uncertainty_score":0.96852845},"labels":[],"label_agreement":null},{"id":"W2201212475","doi":"","title":"The Effect of Surface and Loading Conditions on the Corrosion Performance of Stainless Steel Rebar","year":2009,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rebar; Materials science; Corrosion; Metallurgy; Composite material","score_opus":0.005474851896272911,"score_gpt":0.1874095083140806,"score_spread":0.18193465641780768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2201212475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99882764,0.00016468712,0.0000020618425,0.00009054141,0.0001477749,0.00032805634,0.000044146775,0.000030372756,0.00036469614],"genre_scores_gemma":[0.989105,0.00042161415,0.000013169661,0.0000017227453,0.0000044834755,2.7092742e-7,0.00005386363,0.000011221852,0.010388683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993094,0.00008575208,0.00013115007,0.0001411026,0.00019512512,0.00013745305],"domain_scores_gemma":[0.99904877,0.00037031242,0.00014384424,0.00030684733,0.00009192173,0.000038293125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029480946,0.00016398905,0.00030806195,0.00006067497,0.0002263992,0.000009072808,0.00022494089,0.00013258297,0.000028878008],"category_scores_gemma":[0.000025094343,0.00011840702,0.000099068326,0.00012590893,0.0001327203,0.000073193754,0.000025139174,0.00022053265,0.0000029028265],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002663258,0.000053578602,0.01036943,0.0052328147,0.00014727788,0.000008268707,0.076294415,0.012045235,0.8784648,0.00088423444,0.003506557,0.010330126],"study_design_scores_gemma":[0.0025680654,0.0029746816,0.150281,0.0031257856,0.0005647066,0.000004011897,0.13985983,0.03818058,0.6609185,0.00007712307,0.0005382593,0.0009075063],"about_ca_topic_score_codex":0.0005834915,"about_ca_topic_score_gemma":0.002005818,"teacher_disagreement_score":0.21754636,"about_ca_system_score_codex":0.000041605403,"about_ca_system_score_gemma":0.000017546843,"threshold_uncertainty_score":0.4828498},"labels":[],"label_agreement":null},{"id":"W2207633728","doi":"10.1016/j.conbuildmat.2015.07.119","title":"Distribution of corrosion and pitting factor of steel in corroded RC beams","year":2015,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"China Scholarship Council","keywords":"Materials science; Corrosion; Cracking; Bar (unit); Metallurgy; Steel bar; Pitting corrosion; Work (physics); Composite material; Structural engineering; Engineering","score_opus":0.01794537505458465,"score_gpt":0.22955901257287276,"score_spread":0.2116136375182881,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2207633728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963211,0.00009775673,0.0026841408,0.000008265189,0.00063463626,0.00011047067,0.00007322625,0.000042332722,0.000028073211],"genre_scores_gemma":[0.9991,0.00004751733,0.0008099339,0.0000021202059,0.000017495138,0.000002490486,0.00001259693,0.0000060487873,0.0000017916034],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935085,0.000036916383,0.00033563038,0.00011212511,0.00007626284,0.00008822943],"domain_scores_gemma":[0.99968535,0.000039299113,0.000080905986,0.00008260472,0.000057259287,0.000054600936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023868636,0.00008513464,0.00023636041,0.000052592786,0.000017206232,0.000018234736,0.000028665752,0.00006902007,0.000023026112],"category_scores_gemma":[0.00013380617,0.00008166399,0.000013264058,0.00008040493,0.00010083952,0.000093383394,0.000033543896,0.0000388111,2.7174033e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035391124,0.0000035426888,0.016830401,0.00012939626,0.0000012025835,1.85536e-7,0.00014692325,0.000036608883,0.9772684,0.00043052607,0.000011739125,0.005105657],"study_design_scores_gemma":[0.0006323624,0.00003137002,0.02509207,0.00012483311,0.0000073061383,0.000015523541,0.0003424786,0.00070239377,0.97262925,0.00022543338,0.00010039362,0.0000965799],"about_ca_topic_score_codex":0.000025486865,"about_ca_topic_score_gemma":0.0000023428736,"teacher_disagreement_score":0.00826167,"about_ca_system_score_codex":0.00002788927,"about_ca_system_score_gemma":0.0000120921195,"threshold_uncertainty_score":0.33301607},"labels":[],"label_agreement":null},{"id":"W2208652142","doi":"10.1007/978-94-007-1239-3_3","title":"Condition Evaluation of the Existing Structure Prior to Overlay","year":2011,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Overlay; Spall; Carbonation; Cracking; Computer science; Forensic engineering; Structural engineering; Construction engineering; Engineering; Materials science; Composite material","score_opus":0.05502584399166277,"score_gpt":0.26605200082962227,"score_spread":0.2110261568379595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2208652142","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019937722,0.00009547571,0.00043731893,0.000017513314,0.0007590274,0.00064859685,0.00008878502,0.00010718161,0.9779084],"genre_scores_gemma":[0.95497614,0.000003818095,0.00017672016,0.000054438522,0.00007031463,0.000005957945,0.000021617248,0.000032220345,0.044658776],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992155,0.00001380106,0.00022587099,0.0001391854,0.0003318158,0.00007381753],"domain_scores_gemma":[0.9993228,0.000032058724,0.000060101775,0.00035792027,0.00018992492,0.00003723144],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019512033,0.00014592873,0.0001597061,0.000040899704,0.000028485878,0.000007354043,0.00011534326,0.00016420845,0.008446596],"category_scores_gemma":[0.000079438534,0.00010439612,0.00008381145,0.000019597599,0.000021699158,0.0000275926,0.000043133598,0.00015781076,0.000026580274],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007418798,0.000011523666,0.0003134289,0.0011514853,0.00020151757,0.0000014525402,0.003436005,0.008374669,0.09329529,0.39145103,0.028333211,0.47335622],"study_design_scores_gemma":[0.00305306,0.00028563914,0.046358936,0.0028074663,0.0019702574,0.0000352957,0.0001716916,0.05124658,0.11714502,0.32637092,0.44665453,0.0039005973],"about_ca_topic_score_codex":0.0000086935825,"about_ca_topic_score_gemma":0.00008362009,"teacher_disagreement_score":0.9350384,"about_ca_system_score_codex":0.00010451085,"about_ca_system_score_gemma":0.00003722198,"threshold_uncertainty_score":0.99245983},"labels":[],"label_agreement":null},{"id":"W2214763202","doi":"","title":"Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement","year":2010,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Waterloo","keywords":"Reinforcement; Structural engineering; Shear (geology); Reinforced concrete; Materials science; Composite material; Engineering","score_opus":0.009825703459790646,"score_gpt":0.2060413446333083,"score_spread":0.19621564117351767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2214763202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99797237,0.000039749208,0.00020701619,0.000064127315,0.0004186864,0.00024287512,0.000050500304,0.000097651195,0.0009070221],"genre_scores_gemma":[0.95247036,0.000031336473,0.0013670119,0.0000026708294,0.000018186822,6.855532e-7,0.00029834438,0.000031864358,0.045779552],"study_design_codex":"bench_or_experimental","study_design_gemma":"qualitative","domain_scores_codex":[0.99890953,0.00001862177,0.00018263677,0.00027688622,0.0003606102,0.00025172115],"domain_scores_gemma":[0.9990092,0.000044014934,0.00009339327,0.00042683093,0.00028384104,0.00014273064],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000104679886,0.0002559633,0.000477536,0.00016746762,0.00008435309,0.000012261268,0.00027392816,0.00034009214,0.0009402571],"category_scores_gemma":[0.000018636885,0.0002759047,0.00015439144,0.00013109915,0.0001564602,0.00014794935,0.00004040389,0.00045230644,0.000017981],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008489614,0.0009466705,0.059727795,0.019528318,0.0009960072,0.0007932544,0.37398648,0.014294733,0.49493286,0.0042405357,0.010247271,0.011816464],"study_design_scores_gemma":[0.008160389,0.0033690217,0.3713618,0.0033304712,0.0032281852,0.000054753422,0.41248572,0.024023365,0.16786018,0.00012131922,0.0016332566,0.0043715346],"about_ca_topic_score_codex":0.00588712,"about_ca_topic_score_gemma":0.01804774,"teacher_disagreement_score":0.32707268,"about_ca_system_score_codex":0.00006492972,"about_ca_system_score_gemma":0.00006339645,"threshold_uncertainty_score":0.999973},"labels":[],"label_agreement":null},{"id":"W22223623","doi":"10.1007/978-3-642-17487-2_83","title":"Modeling the Effect of Repeated Loading on the Behaviour of CFRP Confined Bond of Corroded Reinforcement","year":2011,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Reinforcement; Materials science; Corrosion; Bond; Structural engineering; Fibre-reinforced plastic; Composite material; Range (aeronautics); Reinforced concrete; Engineering","score_opus":0.02403833771075518,"score_gpt":0.21123231226761663,"score_spread":0.18719397455686146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W22223623","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19095871,0.00023981213,0.00469101,0.000028842138,0.00039644603,0.001608438,0.00004912746,0.00015227213,0.80187535],"genre_scores_gemma":[0.98288643,0.000047454974,0.000016483893,0.0000149628995,0.0000127734265,0.000012221284,0.000015680587,0.00004210996,0.016951907],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985517,0.000028399076,0.0007849143,0.00019005181,0.0002977259,0.000147174],"domain_scores_gemma":[0.99844027,0.00028435586,0.00020770765,0.00089390157,0.00013348505,0.00004025858],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006358257,0.00030997797,0.0006033735,0.00008229545,0.00003238417,0.000005438836,0.00029977708,0.00020295076,0.0015192336],"category_scores_gemma":[0.00008037166,0.00016773734,0.00029764287,0.00003335345,0.000100903,0.000019201405,0.00007789256,0.00031956978,0.000008186492],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033538996,0.000060605256,0.00065507134,0.0052375025,0.0013806724,0.000017573071,0.0053136116,0.2756092,0.27325895,0.41660765,0.006461151,0.0120441355],"study_design_scores_gemma":[0.0015284258,0.0014382813,0.000040177176,0.001717317,0.0006824961,0.0000052367895,0.000107213666,0.4053962,0.58709955,0.00062671665,0.000622192,0.0007361682],"about_ca_topic_score_codex":0.00019571652,"about_ca_topic_score_gemma":0.000019351335,"teacher_disagreement_score":0.7919277,"about_ca_system_score_codex":0.000038833194,"about_ca_system_score_gemma":0.000019867437,"threshold_uncertainty_score":0.9993935},"labels":[],"label_agreement":null},{"id":"W2228893829","doi":"10.5539/jmsr.v5n2p1","title":"Effect of addition JORPHOS to Self-Compacting Concrete for Chloride Penetration","year":2016,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Serviceability (structure); Cracking; Composite material; Reinforcement; Chloride; Penetration (warfare); Reinforced concrete; Corrosion; Structural engineering; Metallurgy; Engineering","score_opus":0.0360390806642326,"score_gpt":0.36604230762765017,"score_spread":0.33000322696341755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2228893829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974163,0.000011842012,0.0014075757,0.00013301718,0.00059697474,0.00031650584,0.000022175895,0.000017637398,0.000077960656],"genre_scores_gemma":[0.9991287,0.000021287666,0.0006259439,0.0000034774814,0.0001920538,0.000011443667,3.2549767e-7,0.000007761434,0.000009002194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983221,0.00015334031,0.00040481464,0.000109987675,0.0007087318,0.00030098815],"domain_scores_gemma":[0.99776727,0.0011129698,0.00009780477,0.00014446788,0.00070884655,0.00016865443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.013026835,0.00006911028,0.00022305518,0.000332332,0.00010336929,0.000092395756,0.00029854022,0.000033926273,0.00018797701],"category_scores_gemma":[0.0028546278,0.000042074305,0.000047310517,0.000346472,0.000114488525,0.00044668355,0.000040047606,0.000068720394,0.000014245351],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002985336,0.0000013660657,0.000049265258,0.00009783522,0.0000023989398,8.074984e-7,0.00010764134,0.00003064336,0.9966485,0.000025184156,0.00027393422,0.0024638784],"study_design_scores_gemma":[0.00041718222,0.00092597876,0.0006959774,0.00017077252,0.0000039175125,0.000012688353,0.000029346596,0.00021725683,0.9971532,0.00005178045,0.00027157887,0.000050270937],"about_ca_topic_score_codex":0.0000066618472,"about_ca_topic_score_gemma":7.676335e-7,"teacher_disagreement_score":0.010172208,"about_ca_system_score_codex":0.000231387,"about_ca_system_score_gemma":0.00014336563,"threshold_uncertainty_score":0.4514867},"labels":[],"label_agreement":null},{"id":"W223251517","doi":"10.5006/c2002-02267","title":"Applications of Sacrificial Anode Cathodic Protection Systems for Highway Bridges – Ontario Experience","year":2002,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Cathodic protection; Galvanic anode; Anode; Corrosion; Forensic engineering; Materials science; Engineering; Metallurgy; Chemistry; Electrode","score_opus":0.032712896702186564,"score_gpt":0.22702203088246406,"score_spread":0.1943091341802775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W223251517","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30535173,0.00023693347,0.6893977,0.000020434038,0.00030894743,0.0011785441,0.000014077374,0.00029688064,0.0031947237],"genre_scores_gemma":[0.99755245,0.000009022905,0.00044712317,0.000004763918,0.000045301742,0.00090504816,0.0000026861924,0.000008620838,0.0010249981],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994958,0.000008076924,0.00019184896,0.00012587912,0.000074504685,0.000103911734],"domain_scores_gemma":[0.9996616,0.000025562631,0.000022423566,0.00019790487,0.00005450597,0.000037976497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000060992126,0.00007070647,0.00011148957,0.000034151348,0.000049311995,0.000016101592,0.00007082356,0.000047994483,0.00015600168],"category_scores_gemma":[0.000013106809,0.00006719889,0.0000410354,0.00008368079,0.000022912196,0.000056060337,0.0000070003966,0.000048909726,0.000011860685],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010017648,0.00033051657,0.009784189,0.0021947857,0.00003558661,0.0000011960844,0.03609619,0.025128566,0.7721578,0.012698177,0.010639509,0.13083333],"study_design_scores_gemma":[0.0005814762,0.00012064136,0.0029453242,0.000040701223,0.000022745358,0.000011523458,0.0011503128,0.5763463,0.10244173,0.000059197937,0.31582153,0.0004585717],"about_ca_topic_score_codex":0.005659326,"about_ca_topic_score_gemma":0.003812914,"teacher_disagreement_score":0.6922007,"about_ca_system_score_codex":0.00010348311,"about_ca_system_score_gemma":0.000007851809,"threshold_uncertainty_score":0.85552454},"labels":[],"label_agreement":null},{"id":"W2236680038","doi":"10.4271/2005-01-0541","title":"Corrosion Product Analysis of Aluminum Closure Panels","year":2005,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Closure (psychology); Corrosion; Aluminium; Product (mathematics); Computer science; Materials science; Metallurgy","score_opus":0.012625307500320109,"score_gpt":0.2384573606223831,"score_spread":0.22583205312206298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2236680038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9683429,0.0007788947,0.000005389052,0.0020256098,0.0003366231,0.00095645053,0.00016297877,0.0036302875,0.023760885],"genre_scores_gemma":[0.9963217,0.00047022608,0.0016809894,0.0005863513,0.00016845878,0.00015440765,0.000095513504,0.0001146807,0.000407717],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9953233,0.00014470868,0.0015062847,0.0011635156,0.0009981073,0.00086407224],"domain_scores_gemma":[0.9965798,0.0004444974,0.00020152966,0.0021707474,0.00018213684,0.00042125976],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0008057774,0.00078682794,0.001505104,0.00047843507,0.0001951987,0.0000623597,0.000978142,0.00070212013,0.0016570154],"category_scores_gemma":[0.0007674954,0.00068784994,0.001003069,0.0023693256,0.0007773322,0.00041910837,0.00031687407,0.0011478425,0.00011527949],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018823301,0.00020436304,0.0013242636,0.00008097874,0.00010614858,0.000010063568,0.000052350202,0.00082786975,0.9837259,0.0011419799,0.0029390478,0.009398774],"study_design_scores_gemma":[0.0004738014,0.00043846367,0.9395572,0.00010441402,0.000578734,0.000021385184,0.000061582556,0.000005041437,0.003447709,0.00014259442,0.05445708,0.0007120064],"about_ca_topic_score_codex":0.000024198,"about_ca_topic_score_gemma":0.037678633,"teacher_disagreement_score":0.9802782,"about_ca_system_score_codex":0.00033506518,"about_ca_system_score_gemma":0.00006342728,"threshold_uncertainty_score":0.99955726},"labels":[],"label_agreement":null},{"id":"W2254722201","doi":"10.1080/15732479.2015.1076485","title":"Maintenance planning using continuous-state partially observable Markov decision processes and non-linear action models","year":2015,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Géomatique du Québec","funders":"","keywords":"Partially observable Markov decision process; Markov decision process; Computer science; Observable; Mathematical optimization; Action (physics); State (computer science); Markov process; Markov chain; Operations research; Markov model; Mathematics; Machine learning; Algorithm","score_opus":0.02054624537918681,"score_gpt":0.2380561603265087,"score_spread":0.2175099149473219,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2254722201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7912144,0.00081866776,0.20693918,0.0000069310727,0.00056258583,0.00016514563,0.000027523216,0.000206726,0.000058842048],"genre_scores_gemma":[0.9741547,0.000089984795,0.025482593,0.000033056873,0.00015904805,0.0000045384413,0.000011921642,0.000053561827,0.00001058546],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987426,0.0000101511705,0.0003199871,0.00033617692,0.00020343157,0.00038764707],"domain_scores_gemma":[0.99926883,0.000064742606,0.0000518359,0.00021065152,0.0001360787,0.00026784386],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012023599,0.00035030552,0.00036089562,0.000106927335,0.000083868195,0.000110092136,0.00011079569,0.00016869117,0.000012081168],"category_scores_gemma":[0.00014076724,0.00031177813,0.000030019723,0.00024767136,0.00004185825,0.0005981632,0.00007971582,0.0003578189,3.5129383e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058989343,0.0000010538276,0.0031063089,0.00030615524,0.000019090046,0.000009381196,0.00086538115,0.96527094,0.022526966,0.000018315608,0.0002410063,0.007576445],"study_design_scores_gemma":[0.00068208226,0.000040435298,0.0056180027,0.00020035739,0.000025374999,0.00010569863,0.00019471109,0.984114,0.0055268104,0.0017683605,0.0012995604,0.00042461682],"about_ca_topic_score_codex":0.0000135198725,"about_ca_topic_score_gemma":0.000011773426,"teacher_disagreement_score":0.1829403,"about_ca_system_score_codex":0.000077301636,"about_ca_system_score_gemma":0.000055960787,"threshold_uncertainty_score":0.9999334},"labels":[],"label_agreement":null},{"id":"W2268771305","doi":"10.1080/15732470412331289323","title":"Structural health monitoring of innovative bridge decks","year":2005,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère des Transports","keywords":"Bridge (graph theory); Deck; Engineering; Structural health monitoring; Forensic engineering; Bridge deck; Civil engineering; Construction engineering; Structural engineering","score_opus":0.006972024245388768,"score_gpt":0.2266093363830099,"score_spread":0.21963731213762114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2268771305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99409395,0.0015106228,0.0028412517,0.00005579348,0.00087011297,0.00017070943,0.000073309304,0.0002756578,0.0001086066],"genre_scores_gemma":[0.9895094,0.00007532765,0.009895296,0.000040791696,0.0004101586,0.0000031709928,0.000016266335,0.00004404587,0.000005549923],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99868536,0.000013076383,0.0004770039,0.0002490263,0.00019623742,0.00037929916],"domain_scores_gemma":[0.99936014,0.000039339055,0.00007517031,0.0002665309,0.000092039656,0.00016677198],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000075710566,0.0003341347,0.00042557836,0.00017839189,0.000065783956,0.000033020282,0.00016021969,0.00014326631,0.00010431453],"category_scores_gemma":[0.000049383765,0.0003082111,0.00005220992,0.0004460947,0.000054978373,0.00025839623,0.000059407383,0.00044608093,9.2618e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004592635,0.000004406129,0.120584555,0.0012536906,0.000180019,0.0000045026186,0.00633685,0.27215475,0.199097,0.0025931317,0.0020838252,0.39566135],"study_design_scores_gemma":[0.00075989694,0.00006325606,0.8862877,0.00013410552,0.000012158976,0.000084202584,0.00013067,0.046032183,0.06018877,0.0003060872,0.005336132,0.00066487776],"about_ca_topic_score_codex":0.000009193178,"about_ca_topic_score_gemma":0.0000042797997,"teacher_disagreement_score":0.7657031,"about_ca_system_score_codex":0.000111318106,"about_ca_system_score_gemma":0.00003621729,"threshold_uncertainty_score":0.999937},"labels":[],"label_agreement":null},{"id":"W2271924928","doi":"10.22215/etd/2006-08331","title":"On the numerical solution of Laplace's equation with nonlinear boundary conditions for corrosion of steel in concrete","year":2006,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Canadian Heritage; University of Ottawa; Library and Archives Canada","funders":"","keywords":"Laplace's equation; Laplace transform; Nonlinear system; Boundary (topology); Mathematics; Mathematical analysis; Boundary value problem; Physics; Quantum mechanics","score_opus":0.014026483221992087,"score_gpt":0.24673333500334,"score_spread":0.2327068517813479,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2271924928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.971384,0.00009138179,0.021212973,0.000050375493,0.00037257417,0.0012900463,0.00037366332,0.000086106185,0.0051388675],"genre_scores_gemma":[0.99554974,0.000010977493,0.0006131946,0.000018388437,0.000023245264,0.0001225629,0.0030168095,0.000034245928,0.0006108121],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988728,0.000044606495,0.0004995559,0.00018635673,0.00024645677,0.00015022061],"domain_scores_gemma":[0.998774,0.0005990592,0.00017032995,0.0002444057,0.00018490576,0.000027301387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002186142,0.0001984417,0.0003528044,0.00013029648,0.000056008685,0.000012462196,0.000104783256,0.00020434336,0.00012811321],"category_scores_gemma":[0.00011111504,0.00014372822,0.00010709074,0.00021549329,0.000058235728,0.000060007886,0.0000059172517,0.00021038113,0.0000033040603],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0076351697,0.00029467134,0.0028933825,0.0060087615,0.00012861297,0.0000043830087,0.002772461,0.05471031,0.84081453,0.053661175,0.02666556,0.0044110073],"study_design_scores_gemma":[0.002684196,0.001004404,0.0112310685,0.0010892537,0.00015333647,0.0000018026356,0.0012076359,0.83316755,0.14665481,0.0010555596,0.0010871909,0.00066318945],"about_ca_topic_score_codex":0.00011163688,"about_ca_topic_score_gemma":0.0006036395,"teacher_disagreement_score":0.7784572,"about_ca_system_score_codex":0.00009119749,"about_ca_system_score_gemma":0.00010268965,"threshold_uncertainty_score":0.58610666},"labels":[],"label_agreement":null},{"id":"W2279065439","doi":"","title":"The University Bridge Arch Assessment - A New Approach","year":2015,"lang":"en","type":"article","venue":"TAC 2015: Getting You There Safely - 2015 Conference and Exhibition of the Transportation Association of Canada // ATC: Destination sécurité routière - 2015 Congrès et Exposition de l'Association des transports du Canada","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Arch; Rebar; Cathodic protection; Moisture; Service life; Geotechnical engineering; Corrosion; Structural engineering; Water content; Materials science; Environmental science; Forensic engineering; Composite material; Engineering; Electrochemistry; Chemistry","score_opus":0.014284310975667767,"score_gpt":0.22318116052335593,"score_spread":0.20889684954768817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279065439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94768745,0.0006295529,0.023555236,0.016789906,0.001372576,0.0015992931,0.001985563,0.0002719455,0.0061084684],"genre_scores_gemma":[0.995484,0.0002673446,0.0006128004,0.00027422846,0.00008854387,0.00002323528,0.00058319716,0.00004630407,0.0026203708],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99527687,0.0006177842,0.0011885456,0.0004474095,0.001834258,0.0006351577],"domain_scores_gemma":[0.9951129,0.0006444027,0.0013805702,0.0003997536,0.0019971405,0.00046525054],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002745962,0.00043083855,0.0005691259,0.00012476754,0.00057239016,0.00011624745,0.00040973618,0.00030116815,0.00017817576],"category_scores_gemma":[0.0004440498,0.00041445997,0.00017565678,0.0005617556,0.0001265387,0.0006698522,0.000017981933,0.0005260484,0.0000011276362],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":true,"study_design_scores_codex":[0.00054465065,0.00027139692,0.5690142,0.00086235715,0.00077159394,0.00003653273,0.014222865,0.049323857,0.002969048,0.018440116,0.3379316,0.005611789],"study_design_scores_gemma":[0.0039399127,0.00011153387,0.92948425,0.00035393744,0.0004038419,0.000011858214,0.004333673,0.014558864,0.0016613182,0.0015430837,0.042610314,0.0009874316],"about_ca_topic_score_codex":0.41903535,"about_ca_topic_score_gemma":0.90475315,"teacher_disagreement_score":0.4857178,"about_ca_system_score_codex":0.0046660905,"about_ca_system_score_gemma":0.006758304,"threshold_uncertainty_score":0.9998307},"labels":[],"label_agreement":null},{"id":"W2279125380","doi":"","title":"Effects of Surface Condition on the Corrosion Performance of Stainless Steel Rebar","year":2009,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rebar; Corrosion; Materials science; Metallurgy; Composite material","score_opus":0.00510503338300544,"score_gpt":0.17631993421532346,"score_spread":0.17121490083231802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279125380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998702,0.00010741367,0.000009747529,0.000046890822,0.00024390116,0.00040188892,0.000038811737,0.000051899406,0.00039744657],"genre_scores_gemma":[0.98365515,0.00030710548,0.000053948494,0.0000045523893,0.000006771042,2.4722945e-7,0.00014550365,0.000016321292,0.015810413],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99915093,0.00006614123,0.00016315228,0.00018008692,0.000286973,0.00015268965],"domain_scores_gemma":[0.9990944,0.00015577918,0.00020489779,0.00032492387,0.00017483541,0.000045143992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015419563,0.00019890741,0.0004063095,0.00010693917,0.00007914395,0.000004490427,0.00026926261,0.00021825123,0.00007655029],"category_scores_gemma":[0.00001956505,0.0001850676,0.00014606131,0.00016850239,0.0000777108,0.000100115845,0.000020573254,0.00023757023,0.000009618313],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090656517,0.00010448252,0.00062441727,0.006084045,0.00004539953,0.00000780918,0.038703077,0.0055192923,0.9428334,0.00028305931,0.0016988843,0.0031895249],"study_design_scores_gemma":[0.0012109492,0.0008349715,0.07432598,0.002046396,0.0002216006,7.5924606e-7,0.038101908,0.011949379,0.8706726,0.00004370202,0.00012991647,0.00046187002],"about_ca_topic_score_codex":0.0008321781,"about_ca_topic_score_gemma":0.0012863496,"teacher_disagreement_score":0.07370156,"about_ca_system_score_codex":0.000069580674,"about_ca_system_score_gemma":0.000031584652,"threshold_uncertainty_score":0.7546838},"labels":[],"label_agreement":null},{"id":"W2285412017","doi":"10.1149/ma2013-02/18/1734","title":"Improving the Corrosion Resistance of Weathering Steel Bridges","year":2013,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario; Western University","funders":"","keywords":"Weathering; Corrosion; Weathering steel; Resistance (ecology); Metallurgy; Forensic engineering; Materials science; Geology; Engineering; Geochemistry","score_opus":0.010489278400905386,"score_gpt":0.20149232467486733,"score_spread":0.19100304627396195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2285412017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97170526,0.00043829557,0.00009047852,0.00009500055,0.00035656334,0.00019013725,0.00000302309,0.00021066438,0.026910562],"genre_scores_gemma":[0.9989566,0.000020080648,0.0005860285,0.000021387226,0.000065577224,0.000015164407,0.000001163567,0.000025284318,0.0003087212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990602,0.000025748592,0.0003511356,0.00015523413,0.00017764283,0.00023000449],"domain_scores_gemma":[0.99913824,0.00027971267,0.000098752615,0.00034632208,0.000073607596,0.00006333977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040884648,0.00013125643,0.0001505842,0.000026733289,0.00009371563,0.00005390602,0.00019419553,0.000059707076,0.00005012072],"category_scores_gemma":[0.00034410096,0.000100890895,0.000060000642,0.0000927368,0.000047589918,0.000119462566,0.000048077618,0.00019086638,0.00004977751],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000044128024,0.0000056836543,0.0011270217,0.00012187913,0.0000019748115,9.023501e-7,0.00035172264,0.021403125,0.97477263,0.0000052592945,0.00066230376,0.0015431016],"study_design_scores_gemma":[0.0002637489,0.000018620847,0.12480205,0.00034474945,0.0000144415635,0.000003649836,0.0007592526,0.03768146,0.8333813,0.00007154629,0.0023675805,0.0002915745],"about_ca_topic_score_codex":0.00021512953,"about_ca_topic_score_gemma":0.000051186587,"teacher_disagreement_score":0.14139129,"about_ca_system_score_codex":0.00004063507,"about_ca_system_score_gemma":0.000013122597,"threshold_uncertainty_score":0.41142112},"labels":[],"label_agreement":null},{"id":"W2288289029","doi":"10.14288/1.0073691","title":"The effects of global climate change on carbonation induced corrosion of reinforced concrete structures","year":2013,"lang":"en","type":"dissertation","venue":"cIRcle (University of British Columbia)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Carbonation; Corrosion; Climate change; Reinforced concrete; Environmental science; Materials science; Engineering; Structural engineering; Metallurgy; Geology; Composite material; Oceanography","score_opus":0.006300155858935232,"score_gpt":0.1826871337924004,"score_spread":0.17638697793346517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2288289029","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99626714,0.00030444315,0.0000061066225,0.000003481739,0.0010097,0.0007284569,0.00020970182,0.00006961499,0.0014013702],"genre_scores_gemma":[0.9991017,0.00058583374,0.0000149433545,0.000005314192,0.000021458936,0.0000030467047,0.0001574194,0.00001853244,0.00009175263],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9989148,0.000055254986,0.00024904264,0.00023170377,0.0003476276,0.00020157028],"domain_scores_gemma":[0.99880654,0.0001574863,0.0003147477,0.0003395087,0.00030929132,0.000072441486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000109471956,0.00009566039,0.00042981008,0.00003420101,0.00012517451,0.000034860288,0.0003067238,0.00033066058,0.000025914786],"category_scores_gemma":[0.00010460273,0.00023521621,0.00017999868,0.0002225463,0.00009773232,0.00013388539,0.000045190653,0.00019498533,0.0000027854344],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003429175,0.000012796825,0.0037184705,0.008642795,0.000118357006,0.000029400113,0.0017823741,0.000066764616,0.20017806,0.0002518361,0.0014539958,0.78340226],"study_design_scores_gemma":[0.00082419405,0.00022020239,0.9937169,0.001000376,0.000084228406,0.0000024334709,0.0009909956,0.002075601,0.00076543295,0.00007726698,0.000012073514,0.00023029846],"about_ca_topic_score_codex":0.02292017,"about_ca_topic_score_gemma":0.046947856,"teacher_disagreement_score":0.9899984,"about_ca_system_score_codex":0.00012451295,"about_ca_system_score_gemma":0.000042463394,"threshold_uncertainty_score":0.9835863},"labels":[],"label_agreement":null},{"id":"W2289122413","doi":"10.3846/13923730.2014.897979","title":"BEHAVIOUR OF REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS SUBJECTED TO STEEL REINFORCEMENT CORROSION","year":2016,"lang":"en","type":"article","venue":"Journal of Civil Engineering and Management","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo; University of Engineering and Technology, Lahore","keywords":"Corrosion; Materials science; Reinforcement; Cracking; Reinforced concrete; Bending; Composite material; Structural engineering; Shear (geology); Beam (structure); Engineering","score_opus":0.0073434307287599185,"score_gpt":0.20361960080136787,"score_spread":0.19627617007260795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2289122413","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70630974,0.0002061714,0.29109183,0.00015199228,0.0008043043,0.00038055106,0.0000073629026,0.0001234826,0.0009245975],"genre_scores_gemma":[0.9971974,0.000484658,0.001697031,0.000026392596,0.000044294226,0.000008579413,9.611064e-7,0.00002622619,0.00051447895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986893,0.00001081804,0.0006247498,0.00011950621,0.00032475634,0.0002308681],"domain_scores_gemma":[0.9992606,0.0000515155,0.00012261148,0.00023241414,0.0001193977,0.00021343109],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036792003,0.0001914892,0.0003450251,0.00026317022,0.000022544824,0.000020823312,0.0001561632,0.000053691452,0.00005916212],"category_scores_gemma":[0.000052763713,0.00014130698,0.000094541705,0.00015781616,0.000019176703,0.00014237844,0.00008542542,0.00010390722,0.0000034424274],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037858874,0.000008489633,0.0015408166,0.0012020046,0.00018776415,0.00005415897,0.0007049994,0.27198207,0.70689845,0.0026198667,0.0038157725,0.010607055],"study_design_scores_gemma":[0.025917983,0.0058461563,0.095644355,0.013868407,0.001526499,0.00037326248,0.0016122108,0.24630621,0.48789498,0.00007424109,0.11662826,0.004307434],"about_ca_topic_score_codex":0.0000033027936,"about_ca_topic_score_gemma":0.0000027518436,"teacher_disagreement_score":0.29088765,"about_ca_system_score_codex":0.000097990494,"about_ca_system_score_gemma":0.000010050787,"threshold_uncertainty_score":0.57623315},"labels":[],"label_agreement":null},{"id":"W2298488143","doi":"10.1002/suco.201500109","title":"Analytical modelling of bond stress at steel concrete interface due to corrosion","year":2016,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Corrosion; Cylinder; Isotropy; Steel bar; Anisotropy; Bar (unit); Structural engineering; Internal pressure; Stress (linguistics); Composite material; Engineering; Geology; Mechanical engineering","score_opus":0.020864432509355563,"score_gpt":0.24359607897714192,"score_spread":0.22273164646778634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2298488143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9814395,0.00020619528,0.015751531,0.00012671866,0.00062770635,0.00031070152,0.00029980234,0.00023247296,0.0010054002],"genre_scores_gemma":[0.9983651,0.000017970313,0.001021625,0.000044454457,0.00007383104,0.000008256638,0.000010444338,0.0000449833,0.00041334442],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99811834,0.000051508276,0.0005862675,0.00043341616,0.00033661714,0.0004738347],"domain_scores_gemma":[0.99857134,0.00027577576,0.0000777854,0.0005733662,0.00015588137,0.00034583829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015752377,0.00033662966,0.00055369706,0.0001014703,0.00007903877,0.000028571485,0.00033032303,0.00015834729,0.00062021083],"category_scores_gemma":[0.00010819735,0.00023931412,0.00016802552,0.00020613152,0.00016404882,0.0001823249,0.00023883798,0.00017278065,0.0000753508],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034112504,7.3581425e-8,0.0019537765,0.00013288525,0.000024968786,0.000017211329,0.00045618613,0.0021132033,0.99121445,0.00093515764,0.000837867,0.001973101],"study_design_scores_gemma":[0.0011007361,0.00018417694,0.00062288303,0.000287088,0.000048497972,0.000044859025,0.00012135308,0.27348885,0.7220736,0.00014269413,0.0012652149,0.0006200346],"about_ca_topic_score_codex":0.0000269722,"about_ca_topic_score_gemma":0.000012027966,"teacher_disagreement_score":0.27137566,"about_ca_system_score_codex":0.00021370979,"about_ca_system_score_gemma":0.000024156472,"threshold_uncertainty_score":0.97589463},"labels":[],"label_agreement":null},{"id":"W2301120032","doi":"10.1617/s11527-016-0852-2","title":"Influence of steel–concrete interface defects induced by top-casting on development of chloride-induced corrosion in RC beams under sustained loading","year":2016,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Corrosion; Cracking; Materials science; Casting; Solid mechanics; Chloride; Metallurgy; Reinforced concrete; Composite material","score_opus":0.012523813506572525,"score_gpt":0.23353231944017308,"score_spread":0.22100850593360055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2301120032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992656,0.000031008098,0.00020420949,0.000010736413,0.00020676617,0.0001915231,0.000018434284,0.000040234863,0.000031482687],"genre_scores_gemma":[0.999851,0.0000057956568,0.000087509994,0.000010738887,0.000013849709,0.000006800168,0.0000024186718,0.000016909067,0.000004993358],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988978,0.000043790285,0.0005010196,0.00020830602,0.00013625716,0.00021285145],"domain_scores_gemma":[0.9994933,0.00012877294,0.000109059,0.00016217005,0.000048840477,0.00005783288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023119691,0.00018647434,0.00035239477,0.000086810964,0.00003616434,0.00002253986,0.00010292994,0.00011206967,0.00005464417],"category_scores_gemma":[0.00014408055,0.00013256332,0.000020287549,0.0000853621,0.000031696745,0.000089458525,0.000075637705,0.00006249594,7.488063e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012984042,0.0000014835801,0.00044623393,0.0001693485,0.000003957142,8.021087e-7,0.00065246585,0.00024221824,0.99736536,0.00009141336,0.0000035144749,0.00089334795],"study_design_scores_gemma":[0.0005580367,0.00008012645,0.019701667,0.0002897885,0.000004141525,0.0000016554751,0.00022469109,0.00004886613,0.97880435,0.00011920882,0.000007259231,0.00016022079],"about_ca_topic_score_codex":0.00003211661,"about_ca_topic_score_gemma":0.000010319178,"teacher_disagreement_score":0.019255433,"about_ca_system_score_codex":0.00007543401,"about_ca_system_score_gemma":0.000027448239,"threshold_uncertainty_score":0.54057753},"labels":[],"label_agreement":null},{"id":"W2302313056","doi":"10.5006/2000","title":"Evaluation of the Proposed European Test Procedure for Ranking Stainless Steel Rebar","year":2016,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rebar; Ranking (information retrieval); Materials science; Test (biology); Metallurgy; Test method; Corrosion; Forensic engineering; Composite material; Engineering; Computer science; Mathematics; Geology; Statistics; Artificial intelligence","score_opus":0.02697224877038951,"score_gpt":0.24407461756254561,"score_spread":0.2171023687921561,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2302313056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9719763,0.00018911134,0.02290547,0.00022871509,0.0006864416,0.0016796994,0.000039532384,0.00019241282,0.0021023154],"genre_scores_gemma":[0.9996048,0.000009470158,0.00008984217,0.000019945544,0.000053527496,0.000027879056,0.0000027156746,0.000028809685,0.00016301555],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893546,0.00012098018,0.00023657692,0.00016797612,0.00039217155,0.00014686395],"domain_scores_gemma":[0.99894726,0.00017807477,0.000065247696,0.0003591948,0.00041360006,0.000036613368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015014437,0.00010871785,0.00011448238,0.000028705113,0.00008452809,0.000012790901,0.0001870862,0.00004319449,0.00004409637],"category_scores_gemma":[0.0013549773,0.000059450478,0.00007793049,0.00012212881,0.000043698208,0.000079061545,0.00005129241,0.000054878125,0.000009024455],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017938672,0.0000136461385,0.0028723634,0.00010942248,7.339992e-7,6.887216e-8,0.0001828942,0.00019912001,0.95154667,0.0000473724,0.0006623656,0.044347383],"study_design_scores_gemma":[0.004238013,0.00018406482,0.05349461,0.0010780741,0.00018241469,0.000004268908,0.0002174967,0.09794454,0.836969,0.0009514454,0.0043241316,0.00041190293],"about_ca_topic_score_codex":5.808587e-7,"about_ca_topic_score_gemma":0.000009767994,"teacher_disagreement_score":0.11457765,"about_ca_system_score_codex":0.00011976918,"about_ca_system_score_gemma":0.00006617265,"threshold_uncertainty_score":0.24243201},"labels":[],"label_agreement":null},{"id":"W2314369594","doi":"10.2472/jsms.52.1075","title":"Effectiveness of Polymer-Modified Cement Mortar with Corrosion Inhibitor in Preventing Chloride-Induced Steel Corrosion in Concrete","year":2003,"lang":"en","type":"article","venue":"Journal of the Society of Materials Science Japan","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Quest University Canada","funders":"","keywords":"Corrosion; Materials science; Steel bar; Chloride; Cement; Mortar; Composite material; Corrosion inhibitor; Polarization (electrochemistry); Reinforced concrete; Metallurgy; Chemistry","score_opus":0.013182308606029135,"score_gpt":0.2361768904143699,"score_spread":0.22299458180834075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314369594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99811995,0.00006777167,0.00011109542,0.000018842746,0.0013090989,0.0003254461,0.0000047676763,0.0000076115407,0.000035421097],"genre_scores_gemma":[0.99971014,0.000025219493,0.00021513602,0.000007423457,0.000020026779,0.000004413913,2.7558593e-7,0.000012172311,0.000005202858],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99789184,0.00023801487,0.0008143976,0.000169247,0.00061699725,0.00026950845],"domain_scores_gemma":[0.99883157,0.00018407234,0.00049655134,0.00025526376,0.00016290933,0.00006964281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004957494,0.00015856024,0.000492976,0.000092548544,0.00007193725,0.000030911866,0.0003829524,0.00007586572,0.000017415365],"category_scores_gemma":[0.0002139088,0.000107350046,0.00017159524,0.000591425,0.00024575013,0.0003008473,0.00007916298,0.00018789106,2.7678126e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028942354,0.000017885546,0.004324859,0.00027106432,0.0000032626917,3.9636544e-7,0.00087194704,0.0017560518,0.9924,0.00002932092,0.0000036157282,0.00003215268],"study_design_scores_gemma":[0.0017262896,0.00024178269,0.023235364,0.0011812004,0.000016524906,0.000008660836,0.00089258817,0.0005871285,0.97197455,0.000021861517,0.0000014580964,0.000112600246],"about_ca_topic_score_codex":0.000058975133,"about_ca_topic_score_gemma":0.000008336461,"teacher_disagreement_score":0.020425478,"about_ca_system_score_codex":0.00024252397,"about_ca_system_score_gemma":0.00022748247,"threshold_uncertainty_score":0.43776077},"labels":[],"label_agreement":null},{"id":"W2314570597","doi":"10.1061/41031(341)240","title":"Service Life Prediction for Weathering Steel Highway Structures","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Girder; Service life; Structural engineering; Slab; Geotechnical engineering; Environmental science; Weathering steel; Creep; Splash; Materials science; Engineering; Metallurgy; Composite material","score_opus":0.013019326603864614,"score_gpt":0.22918745406610713,"score_spread":0.2161681274622425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314570597","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9851393,0.0016091309,0.003925053,0.000522671,0.0038044355,0.0008911156,0.0004786461,0.0015573377,0.002072319],"genre_scores_gemma":[0.99743104,0.000028803053,0.0011477855,0.00067137263,0.00045385494,0.000022225635,0.000057721478,0.00003916105,0.00014804651],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99863285,0.000025978894,0.00036275724,0.0003441789,0.00022752184,0.0004067002],"domain_scores_gemma":[0.9990615,0.000068461755,0.000058246747,0.00045415238,0.00014070173,0.00021693601],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009250871,0.00031703696,0.00031022806,0.00009606899,0.0001449708,0.00010593759,0.00028060612,0.00020699482,0.00024349593],"category_scores_gemma":[0.00008729087,0.00028800423,0.00011607734,0.00019147687,0.000031565774,0.00019071426,0.000024106861,0.0002280038,0.000006121112],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00096994295,0.000049076574,0.0028897987,0.0012044634,0.00029803993,0.000021382764,0.0029513685,0.13039419,0.4952241,0.030459387,0.08216663,0.25337166],"study_design_scores_gemma":[0.007292822,0.0008092838,0.4125612,0.00021541478,0.00029446968,0.00008528014,0.001047549,0.22197492,0.09274845,0.08216627,0.17791668,0.0028876376],"about_ca_topic_score_codex":0.000009439351,"about_ca_topic_score_gemma":0.00002826372,"teacher_disagreement_score":0.40967143,"about_ca_system_score_codex":0.00006042758,"about_ca_system_score_gemma":0.00003297008,"threshold_uncertainty_score":0.9999572},"labels":[],"label_agreement":null},{"id":"W2318471414","doi":"10.3141/2550-06","title":"Assessment of Reinforced Concrete Highway Bridges","year":2016,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"EllisDon (Canada); Hatch (Canada); Ministry of Transportation of Ontario; University of Waterloo","funders":"","keywords":"Spall; Girder; Bridge (graph theory); Corrosion; Structural engineering; Engineering; Civil engineering; Reinforced concrete; Prioritization; Rebar; Forensic engineering; Materials science; Composite material","score_opus":0.06112520288578638,"score_gpt":0.3594135526758183,"score_spread":0.29828834979003194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318471414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98966396,0.00011728507,0.0068782493,0.0014611965,0.0006095091,0.00062775885,0.00011284299,0.000057326906,0.00047189975],"genre_scores_gemma":[0.9968617,0.0012792717,0.0010214787,0.000014913751,0.00010201897,0.00003637886,0.0000064643973,0.000047430913,0.00063036056],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99372065,0.00069120276,0.0015658293,0.00027253004,0.0030662997,0.00068350905],"domain_scores_gemma":[0.9940454,0.0016181265,0.0002928151,0.0005811719,0.0031008627,0.00036162598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0041825217,0.00022216169,0.0005058686,0.00068400457,0.00022111807,0.00005042589,0.00091639685,0.00017107495,0.000716928],"category_scores_gemma":[0.00022043874,0.00013756164,0.00042453574,0.001167305,0.000683109,0.00053432235,0.00000700678,0.0011806947,0.000013714771],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010414921,0.00003169838,0.3514426,0.00085532584,0.00023403618,0.00007897712,0.001509848,0.0035798978,0.60427254,0.012884692,0.009610637,0.014458235],"study_design_scores_gemma":[0.0019118144,0.00047725555,0.94793063,0.0005746441,0.000032620632,4.9263275e-7,0.0005409619,0.0011294248,0.038275983,0.00044623367,0.008479677,0.00020027747],"about_ca_topic_score_codex":0.001222159,"about_ca_topic_score_gemma":0.0029843368,"teacher_disagreement_score":0.596488,"about_ca_system_score_codex":0.00030500512,"about_ca_system_score_gemma":0.00047756766,"threshold_uncertainty_score":0.78498584},"labels":[],"label_agreement":null},{"id":"W2320371920","doi":"10.3151/crt1990.13.3_105","title":"Case Study on Deterioration of Concrete in Road Structures due to Alkali-silica Reaction (ASR) in Hokuriku Region and its Evaluation Methods","year":2002,"lang":"en","type":"article","venue":"Concrete Research and Technology","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Alkali–silica reaction; Alkali–aggregate reaction; Curing (chemistry); Chloride; Aggregate (composite); Residual; Alkali metal; Materials science; Andesite; Structural engineering; Environmental science; Composite material; Geotechnical engineering; Forensic engineering; Geology; Computer science; Engineering; Chemistry; Metallurgy","score_opus":0.1408666604118965,"score_gpt":0.4088685582002573,"score_spread":0.2680018977883608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320371920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99666065,0.0012509997,0.000059805137,0.00031572525,0.000057450823,0.0013822607,0.0000034001782,0.000086360735,0.00018337085],"genre_scores_gemma":[0.9993317,0.0001991046,0.00023738427,0.000008187582,0.000013508172,0.00018301173,0.0000021454427,0.000016229127,0.000008721132],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980272,0.0005678303,0.0003893355,0.0004192273,0.0002727849,0.00032362188],"domain_scores_gemma":[0.9989466,0.00030761404,0.00004180749,0.00035889665,0.00024586642,0.0000992113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019018068,0.00015567603,0.0003419016,0.0012347215,0.00006769663,0.000025211233,0.000108678556,0.0002614907,0.000019807156],"category_scores_gemma":[0.0012861171,0.00015474358,0.000015750991,0.0011345919,0.00013460539,0.00012503717,0.0001021756,0.0005274566,0.000002587293],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017522676,0.000008574578,0.004422539,0.000100561425,0.000015166461,0.0006579094,0.0021191672,0.00002021737,0.6604112,0.00042465614,0.000053237087,0.33159155],"study_design_scores_gemma":[0.012228854,0.011783311,0.067939326,0.00046483177,0.000072015275,0.0045514912,0.02602098,0.5708842,0.2977377,0.0060385126,0.00077315915,0.0015055914],"about_ca_topic_score_codex":0.00020895358,"about_ca_topic_score_gemma":0.00027169855,"teacher_disagreement_score":0.570864,"about_ca_system_score_codex":0.0001518841,"about_ca_system_score_gemma":0.00002124549,"threshold_uncertainty_score":0.63102597},"labels":[],"label_agreement":null},{"id":"W2322706994","doi":"10.1149/1.2721436","title":"Corrosion-Related Failure of Post Stressed Tendons","year":2007,"lang":"en","type":"article","venue":"ECS Transactions","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Hydrogen embrittlement; Crevice corrosion; Cracking; Penetration (warfare); Slab; Scanning electron microscope; Composite material; Embrittlement; Hydrogen; Metallurgy; Optical microscope; Polyethylene; Structural engineering; Chemistry","score_opus":0.005987744328577779,"score_gpt":0.2055052496284905,"score_spread":0.19951750529991275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322706994","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82089025,0.0001243467,0.17426142,0.0001250868,0.00066469243,0.00019002234,0.00022247333,0.00041800307,0.003103704],"genre_scores_gemma":[0.9993631,0.000018095592,0.00037920184,0.000012139501,0.000008878307,0.0000035924227,0.00002225321,0.000018666835,0.00017406166],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99927825,0.0000141998435,0.00029078618,0.00011657111,0.00011644805,0.00018374977],"domain_scores_gemma":[0.99938923,0.00016789202,0.000022136814,0.00022898213,0.00008827624,0.00010347945],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014231449,0.00010866503,0.00014402618,0.00010071331,0.000070342496,0.0000078271305,0.00008870548,0.000105134495,0.0012896311],"category_scores_gemma":[0.00002203446,0.000108343906,0.00010299004,0.00033588585,0.0000508539,0.00007753569,0.0000021842384,0.00021654525,0.000037710197],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059747326,0.00010765298,0.0020186158,0.00008971762,0.000032003547,0.00000659776,0.00094686035,0.016769035,0.9707632,0.00011484114,0.00075681944,0.008334926],"study_design_scores_gemma":[0.0028841759,0.00023241439,0.2167412,0.00016051132,0.000198308,0.000055125838,0.0021889603,0.030957121,0.7285757,0.00015555404,0.016830694,0.001020234],"about_ca_topic_score_codex":0.000056746394,"about_ca_topic_score_gemma":0.0010481479,"teacher_disagreement_score":0.24218749,"about_ca_system_score_codex":0.000033355936,"about_ca_system_score_gemma":0.000019253095,"threshold_uncertainty_score":0.9996233},"labels":[],"label_agreement":null},{"id":"W2324105245","doi":"10.1061/40937(261)103","title":"Advanced Finite-Element Predictive Model for the Service Life Prediction of Concrete Infrastructures in Support of Asset Management and Decision-Making","year":2007,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Québec Metro High Tech Park (Canada)","funders":"","keywords":"Durability; Service life; Finite element method; Cementitious; Mortar; Asset (computer security); Computer science; Service (business); Coupling (piping); Corrosion; Asset management; Diffusion; Engineering; Structural engineering; Reliability engineering; Materials science; Mechanical engineering; Database; Composite material","score_opus":0.011484911910835265,"score_gpt":0.25167870478787907,"score_spread":0.24019379287704382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324105245","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35989833,0.000055158547,0.6387423,0.000016943672,0.00008456368,0.000497507,0.00013149914,0.000032147484,0.00054153043],"genre_scores_gemma":[0.9806952,0.000061445884,0.019059535,0.0001190034,0.000008798711,0.00003061351,0.000009955964,0.000009995559,0.000005448456],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990935,0.000006396691,0.00044487303,0.00013982876,0.00017120014,0.0001442184],"domain_scores_gemma":[0.9989499,0.0006641625,0.000060735572,0.00019568701,0.00008885847,0.00004068842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044529245,0.00010331436,0.00016633589,0.00008896037,0.000024384799,0.000005755579,0.00009824326,0.000050500326,0.000048668717],"category_scores_gemma":[0.00009415481,0.00007828057,0.00003447199,0.0001526579,0.000026003047,0.00008318456,0.00006588981,0.00006976185,1.3422624e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006200409,0.000005620224,0.007651202,0.00042617752,0.00005397771,6.319317e-7,0.0011778589,0.9561184,0.0029828863,0.0006789065,0.0006671172,0.029617194],"study_design_scores_gemma":[0.0007570223,0.00006287243,0.05044666,0.00004882223,0.000025040534,3.8090766e-7,0.0006618747,0.94568187,0.0010176628,0.0010655534,0.00017153977,0.00006072234],"about_ca_topic_score_codex":0.000006418856,"about_ca_topic_score_gemma":0.00006960699,"teacher_disagreement_score":0.62079686,"about_ca_system_score_codex":0.00003603954,"about_ca_system_score_gemma":0.000013723099,"threshold_uncertainty_score":0.31921893},"labels":[],"label_agreement":null},{"id":"W2326755792","doi":"10.1061/41138(386)77","title":"When to Intervene? Using Rates of Failure to Determine the Time to Shut Down Your PCCP Line","year":2010,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BP (Canada)","funders":"","keywords":"Prestressed concrete; Pipeline (software); Mains electricity; Pipeline transport; Corrosion; Structural engineering; Cracking; Welding; Forensic engineering; Engineering; Geotechnical engineering; Materials science; Mechanical engineering; Composite material","score_opus":0.026744759840632897,"score_gpt":0.2671621927896727,"score_spread":0.24041743294903978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2326755792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9853565,0.00000823916,0.010532945,0.002511819,0.0002049955,0.00032543243,0.000012061441,0.00011778921,0.0009301982],"genre_scores_gemma":[0.98683846,2.0521713e-7,0.01098517,0.00055842503,0.00009684641,0.000010912936,0.0000017648105,0.000020721345,0.0014875105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99925506,0.000016276514,0.0002635938,0.00016761002,0.000108205844,0.00018925937],"domain_scores_gemma":[0.999176,0.000081391976,0.000015311334,0.00045626634,0.000088100285,0.00018289176],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00023004778,0.00013732207,0.00019193321,0.00007495289,0.00003033844,0.000039623716,0.0002747242,0.00005855882,0.004249499],"category_scores_gemma":[0.00022969463,0.00009399623,0.000075082295,0.00017787232,0.00001375013,0.000055918652,0.00016876696,0.0001428788,0.0004210857],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019034198,0.000006838952,0.00034094494,0.000022109349,0.0000056941967,8.549111e-7,0.00062043685,0.0025789936,0.98158,0.000012989507,0.0057225595,0.009089537],"study_design_scores_gemma":[0.00038206426,0.00025286005,0.0031833095,0.00011672082,0.000030073074,0.000015275626,0.0002474336,0.15230761,0.763132,0.000076925186,0.07971462,0.0005411376],"about_ca_topic_score_codex":0.000104478306,"about_ca_topic_score_gemma":0.0008536889,"teacher_disagreement_score":0.21844804,"about_ca_system_score_codex":0.000022287632,"about_ca_system_score_gemma":0.000011798269,"threshold_uncertainty_score":0.99666077},"labels":[],"label_agreement":null},{"id":"W2327017381","doi":"10.1061/40994(321)119","title":"AC Enigma: Using Opportunistic Sampling to Assess Asbestos-Cement Water Main Performance in Winnipeg","year":2008,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba; RTDS Technologies (Canada); Research Manitoba","funders":"","keywords":"Mains electricity; Asbestos cement; Cement; Environmental science; Water supply; Work (physics); Investment (military); Forensic engineering; Engineering; Asbestos; Civil engineering; Environmental engineering; Geography; Archaeology; Materials science","score_opus":0.14342205423880286,"score_gpt":0.28346667662361613,"score_spread":0.14004462238481327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327017381","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9540359,0.000011604787,0.04316221,0.000046379428,0.00025364204,0.00019542528,0.0000030922577,0.0001571381,0.0021346302],"genre_scores_gemma":[0.99480957,0.000021482454,0.004678294,0.00017365275,0.0000387967,0.000015107717,0.000009444854,0.000023615612,0.00023006515],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888974,0.000017858796,0.00032227504,0.00021498058,0.00017238807,0.0003827284],"domain_scores_gemma":[0.9995034,0.000034829365,0.000009539603,0.00027331675,0.000026810772,0.00015213774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002552921,0.00016283974,0.00019627166,0.00011548027,0.00008455235,0.000021531398,0.00012144824,0.000057887646,0.00053099345],"category_scores_gemma":[0.000023077295,0.00013481044,0.000037995593,0.00014161009,0.000020582786,0.000130908,0.000077029756,0.00014361698,0.00007018944],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000072224866,0.000090452595,0.1446939,0.0003327118,0.000019264438,0.00015109695,0.0029112387,0.18702678,0.65559196,0.00028254808,0.00045380648,0.008374026],"study_design_scores_gemma":[0.0013200004,0.00014754878,0.1047879,0.00019674802,0.000024620102,0.00017745714,0.0005396944,0.79216653,0.07898051,0.000042998152,0.020183507,0.0014324778],"about_ca_topic_score_codex":0.000032668104,"about_ca_topic_score_gemma":0.00003695982,"teacher_disagreement_score":0.60513973,"about_ca_system_score_codex":0.00021030508,"about_ca_system_score_gemma":0.000032997235,"threshold_uncertainty_score":0.58140063},"labels":[],"label_agreement":null},{"id":"W2328065607","doi":"10.1142/9789812704863_0081","title":"VIABILITY OF USING CFRP LAMINATES TO REPAIR RC BEAMS CORRODED UNDER SUSTAINED LOADS","year":2003,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Structural engineering; Composite material; Engineering","score_opus":0.015193829421486829,"score_gpt":0.23873088471803763,"score_spread":0.2235370552965508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328065607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93600374,0.000039881972,0.053702984,0.000035212677,0.00022752411,0.00029922966,0.0000044500343,0.00047404715,0.009212953],"genre_scores_gemma":[0.9936001,0.0000018471018,0.005856971,0.00008729206,0.000010114438,0.000005797043,0.000002102729,0.000021248805,0.00041456343],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989125,0.00006446919,0.00035222288,0.00024649897,0.00015456825,0.00026971588],"domain_scores_gemma":[0.9990311,0.0001442466,0.000022931845,0.0005132208,0.00015189585,0.00013657396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044521154,0.0001623812,0.0002601573,0.000068547175,0.00003815169,0.000012600354,0.000095307965,0.000087204186,0.0007854398],"category_scores_gemma":[0.00039363885,0.00015051475,0.00012283049,0.00033324675,0.000050292165,0.000077927856,0.000039272683,0.000095193056,0.000015755293],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017556293,0.00027945393,0.07680923,0.0012875237,0.00008818668,0.000012809232,0.0016610306,0.17532638,0.7078959,0.030370362,0.0035516175,0.0025419486],"study_design_scores_gemma":[0.0016844514,0.00025600483,0.030755242,0.00008049708,0.00009313606,0.000018710565,0.005469987,0.3770417,0.5695949,0.003519304,0.010117982,0.0013680878],"about_ca_topic_score_codex":0.00008134732,"about_ca_topic_score_gemma":0.00004389895,"teacher_disagreement_score":0.20171532,"about_ca_system_score_codex":0.00017066326,"about_ca_system_score_gemma":0.00005570356,"threshold_uncertainty_score":0.8600015},"labels":[],"label_agreement":null},{"id":"W2329111909","doi":"10.1061/40707(240)13","title":"Reliability-Based Prediction of Chloride Ingress and Reinforcement Corrosion of Aging Concrete Bridge Decks","year":2003,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; National Research Council Canada","funders":"","keywords":"Bridge (graph theory); Reliability (semiconductor); Corrosion; Reinforcement; Chloride; Structural engineering; Computer science; Reinforced concrete; Accelerated aging; Materials science; Forensic engineering; Reliability engineering; Engineering; Composite material; Metallurgy","score_opus":0.013597410315508917,"score_gpt":0.2170870293237079,"score_spread":0.20348961900819898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329111909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9371773,0.00007999945,0.05959971,0.000011617562,0.00028047655,0.00019893538,0.000018595385,0.00011443306,0.002518921],"genre_scores_gemma":[0.9994346,0.000052259224,0.00040564738,0.000024117482,0.00000821355,0.000007723666,0.0000056583094,0.000011361855,0.000050425486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909,0.00003077163,0.00042093432,0.00015454329,0.00016707009,0.0001366822],"domain_scores_gemma":[0.9993546,0.00013037722,0.00006105798,0.0002792914,0.00010154488,0.000073112315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037303512,0.000114637514,0.00020747203,0.000066507295,0.000026094389,0.0000061896585,0.00005133466,0.00006133726,0.00014495286],"category_scores_gemma":[0.0001490714,0.00009692104,0.00005248158,0.00011394168,0.00008266882,0.000088106375,0.000018821045,0.00006927056,0.0000014590962],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012053114,0.000007272788,0.061831947,0.0008057964,0.000009352665,0.0000010652955,0.00030953452,0.008165202,0.92481756,0.0016785719,0.0004313854,0.0018217597],"study_design_scores_gemma":[0.000990673,0.00007821889,0.011088477,0.0001616415,0.00001725562,0.0000017080085,0.00004523271,0.06610961,0.9202157,0.00004545569,0.0011212454,0.00012475389],"about_ca_topic_score_codex":0.000024833435,"about_ca_topic_score_gemma":0.0000025415059,"teacher_disagreement_score":0.062257282,"about_ca_system_score_codex":0.000048363454,"about_ca_system_score_gemma":0.000024312674,"threshold_uncertainty_score":0.39523253},"labels":[],"label_agreement":null},{"id":"W2329406074","doi":"10.2749/222137813806735525","title":"Assessment of End Zone Cracking in Precast Prestressed NU Girders in Bridges","year":2013,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Girder; Precast concrete; Structural engineering; Cracking; Prestressed concrete; Engineering; Shear (geology); Durability; Bearing capacity; Geotechnical engineering; Materials science; Composite material","score_opus":0.012569179623620015,"score_gpt":0.2576053536264073,"score_spread":0.2450361740027873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329406074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921852,0.000066319844,0.00074306066,0.0000497436,0.00009911319,0.00023784071,0.0000010541524,0.00005647404,0.006561207],"genre_scores_gemma":[0.9994156,0.00001959215,0.00039785303,0.0000061357246,0.000011631448,0.00003669286,0.0000053745885,0.0000113237265,0.000095839976],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99913245,0.000019862402,0.0004140125,0.00014828696,0.0001412754,0.00014412048],"domain_scores_gemma":[0.99954903,0.00005715259,0.000055444896,0.00026669516,0.000033058197,0.000038596518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022262124,0.000082061815,0.00017928079,0.00007947839,0.0000063553393,0.000016195054,0.000059942628,0.000048966554,0.00025202212],"category_scores_gemma":[0.0000815735,0.00008381366,0.00003216267,0.00012764255,0.000020066347,0.000106796535,0.000025991249,0.00011970785,0.0000035643639],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018925164,0.000038797014,0.92667943,0.00014475505,0.000004671411,0.00010863054,0.00018672642,0.011783009,0.053625558,0.000020867901,0.00022154982,0.0071840985],"study_design_scores_gemma":[0.00018167053,0.000008826112,0.9526541,0.00006879748,0.00000194923,0.000019297397,0.0000782976,0.042231355,0.004236123,0.000017787997,0.00041629202,0.00008550473],"about_ca_topic_score_codex":0.0010364306,"about_ca_topic_score_gemma":0.00035831777,"teacher_disagreement_score":0.049389433,"about_ca_system_score_codex":0.000082935054,"about_ca_system_score_gemma":0.000041251333,"threshold_uncertainty_score":0.3417822},"labels":[],"label_agreement":null},{"id":"W2329655490","doi":"10.1115/ipc2014-33030","title":"Assessment of Circumferential SCC on an Ethane Pipeline","year":2014,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nova Chemicals (Canada)","funders":"","keywords":"Materials science; Hydrostatic test; Composite material; Grinding; Pipeline (software); Pressure measurement; Failure assessment; Structural engineering; Fracture mechanics; Engineering; Mechanical engineering","score_opus":0.01344922177649163,"score_gpt":0.26965270006375597,"score_spread":0.25620347828726436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329655490","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82626927,0.000003662171,0.10612992,0.000031530748,0.0003178549,0.00006556647,0.000003241514,0.00019025468,0.0669887],"genre_scores_gemma":[0.9990155,0.0000027923186,0.0007056388,0.000057829147,0.000060055416,0.000002525104,0.0000095470095,0.000009170229,0.0001369552],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994984,0.000030127165,0.00015339219,0.000103074,0.00012149779,0.00009347815],"domain_scores_gemma":[0.9995728,0.000047029775,0.000012011275,0.00026979827,0.00002957081,0.00006879687],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00018835132,0.00007121285,0.00012166491,0.00003412705,0.000009103164,0.000007813989,0.00007629566,0.000040369647,0.0012454722],"category_scores_gemma":[0.000024720403,0.00006086826,0.000036381956,0.000048668277,0.000013633753,0.000035602927,0.000013001369,0.00008068839,0.000017233273],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004081291,0.00023796834,0.014010281,0.00027168047,0.000018722409,0.0000012760017,0.00018818922,0.0148343155,0.7552667,0.03821187,0.0030771173,0.17384101],"study_design_scores_gemma":[0.000791886,0.00025974688,0.0675176,0.000020934562,0.000012065549,7.9265345e-7,0.00003977209,0.8552094,0.07153832,0.00031840758,0.004061515,0.00022954291],"about_ca_topic_score_codex":0.000014843426,"about_ca_topic_score_gemma":0.000031475785,"teacher_disagreement_score":0.84037507,"about_ca_system_score_codex":0.000017279333,"about_ca_system_score_gemma":0.000007643612,"threshold_uncertainty_score":0.9996675},"labels":[],"label_agreement":null},{"id":"W2334438847","doi":"10.1061/41016(314)120","title":"Evaluation of Temperature Data of Confederation Bridge: Thermal Loading and Movement at Expansion Joint","year":2008,"lang":"en","type":"article","venue":"Structures Congress 2008","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Canadian Society of Petroleum Geologists; Trusted Positioning (Canada); University of Calgary","funders":"","keywords":"Temperature gradient; Joint (building); Displacement (psychology); Bridge (graph theory); Geology; Thermal; Section (typography); Structural engineering; Temperature measurement; Vertical displacement; Box girder; Maximum temperature; Materials science; Thermal expansion; Girder; Engineering; Composite material; Computer science; Physics; Meteorology","score_opus":0.06876858095381025,"score_gpt":0.27876161062157606,"score_spread":0.2099930296677658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334438847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975769,0.001270644,0.000047393845,0.00001669751,0.0003700036,0.00028265984,0.0001073314,0.000034844124,0.0002935035],"genre_scores_gemma":[0.9995886,0.00010664736,0.00010155286,0.000020351095,0.00003845244,0.000004604505,0.000112346526,0.0000125482675,0.000014899706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988225,0.000078396915,0.00030756177,0.00020741558,0.00047351993,0.00011058617],"domain_scores_gemma":[0.9991324,0.000029540259,0.000082185616,0.0004521378,0.00025624555,0.00004747299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031528898,0.00013037067,0.00021326389,0.000051153598,0.000087900014,0.000011362989,0.00010875069,0.00008625801,0.00023863396],"category_scores_gemma":[0.000109539425,0.00011386946,0.000027629614,0.00004378859,0.000105970365,0.00014646474,0.00010783727,0.00009248496,5.45974e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027208662,0.0000046406585,0.0031130058,0.00007660667,0.000025532696,0.0000015193714,0.000420581,0.003779169,0.9857263,0.00008091793,0.0009194018,0.0058251275],"study_design_scores_gemma":[0.0010585836,0.000044164255,0.21098837,0.000051001614,0.000061070685,0.00001943492,0.00005187212,0.07956543,0.70777905,0.00012765512,0.00007847927,0.00017487134],"about_ca_topic_score_codex":0.000033516768,"about_ca_topic_score_gemma":0.00005305986,"teacher_disagreement_score":0.27794722,"about_ca_system_score_codex":0.00005012727,"about_ca_system_score_gemma":0.00005115741,"threshold_uncertainty_score":0.46434617},"labels":[],"label_agreement":null},{"id":"W2335153319","doi":"10.1061/40621(254)34","title":"Deck Wearing Surfaces for the Yukon River Bridge","year":2002,"lang":"en","type":"article","venue":"Cold Regions Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Deck; Truck; Snow; Abrasion (mechanical); Bridge (graph theory); Pipeline transport; Environmental science; Trailer; Structural engineering; Engineering; Geology; Mechanical engineering","score_opus":0.03316580756722033,"score_gpt":0.20399840717183398,"score_spread":0.17083259960461367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335153319","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6896203,0.0077533117,0.295068,0.00078177557,0.0022435153,0.0011203509,0.000021617918,0.0020612217,0.0013299001],"genre_scores_gemma":[0.998047,0.00034708364,0.0009236402,0.000029267996,0.00011988302,0.00008689161,0.0000013591465,0.000044437744,0.0004004488],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992558,0.0000056747,0.00017198577,0.00016471844,0.00010082746,0.00030100864],"domain_scores_gemma":[0.9991528,0.00033619077,0.0000144222195,0.0003780418,0.000033173266,0.00008537141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011001215,0.00016510635,0.00014700732,0.000057639983,0.0001290888,0.000048958507,0.0002105709,0.000069940594,0.00004660357],"category_scores_gemma":[0.00008631076,0.00013949827,0.00011833758,0.00020288427,0.000035774294,0.00009852401,0.00003743862,0.00012616708,0.00003908578],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007995055,0.000025356578,0.0009995002,0.00033774565,0.00010153981,0.000008696396,0.0014732017,0.8950453,0.047204003,0.0067391926,0.04157019,0.006487317],"study_design_scores_gemma":[0.0002261276,0.000010637915,0.0053678285,0.000036019934,0.000021119384,0.0000055993564,0.000020344674,0.8663967,0.0016013504,0.000011078839,0.12609981,0.0002033376],"about_ca_topic_score_codex":0.00000869188,"about_ca_topic_score_gemma":0.00000776222,"teacher_disagreement_score":0.30842668,"about_ca_system_score_codex":0.00006643039,"about_ca_system_score_gemma":0.000003575183,"threshold_uncertainty_score":0.56885743},"labels":[],"label_agreement":null},{"id":"W2336009048","doi":"10.1016/b978-1-78242-381-2.00004-3","title":"Corrosion of stainless steel in concrete","year":2016,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Durability; Corrosion; Bridge (graph theory); Reinforced concrete; Chloride; Forensic engineering; Icing; Materials science; Degradation (telecommunications); Metallurgy; Environmental science; Engineering; Composite material; Geology","score_opus":0.012184803864599617,"score_gpt":0.21373883161345403,"score_spread":0.20155402774885442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2336009048","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0024062684,0.0010554276,0.000027284723,0.0000101325695,0.0005518215,0.0004818173,0.00011945843,0.00013791972,0.9952099],"genre_scores_gemma":[0.11235736,0.00024328663,0.00007121936,0.000044799523,0.0000939941,0.000023671297,0.000010999535,0.00011718165,0.88703746],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984454,0.000023752924,0.0006660718,0.00032232853,0.00027001297,0.00027246273],"domain_scores_gemma":[0.9988986,0.00013979396,0.00012571467,0.00063107716,0.00008967495,0.000115095456],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025171795,0.00038675294,0.0007084878,0.00018648928,0.000019999163,0.000011491665,0.00025232031,0.00039510295,0.00050511444],"category_scores_gemma":[0.000023041268,0.0003322042,0.00020365817,0.000014105399,0.00014212071,0.000035556663,0.000105690335,0.00038180026,0.00009161271],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038369017,7.60026e-7,0.000047688693,0.00045878495,0.000011568103,0.000020483812,0.0001992278,0.000004250385,0.014711239,0.0058235168,0.00009814659,0.97858596],"study_design_scores_gemma":[0.00096407894,0.00007312196,0.00007567628,0.002191883,0.000044596465,0.000006399682,0.000017233891,0.00024546433,0.0031059827,0.0038404162,0.98866045,0.00077470654],"about_ca_topic_score_codex":2.6982383e-7,"about_ca_topic_score_gemma":0.000018627128,"teacher_disagreement_score":0.9885623,"about_ca_system_score_codex":0.00017106807,"about_ca_system_score_gemma":0.00006606066,"threshold_uncertainty_score":0.999913},"labels":[],"label_agreement":null},{"id":"W2345614843","doi":"","title":"Étude du développement de la corrosion dans le béton armé fissuré et de la performance mécanique de poutres en béton armé corrodées","year":2016,"lang":"fr","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"China Scholarship Council; Université de Sherbrooke","keywords":"Ton; Humanities; Art; Geography","score_opus":0.006489421743824084,"score_gpt":0.20721122872228562,"score_spread":0.20072180697846154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2345614843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80930644,0.0021385518,0.17609645,0.00094651576,0.0004307113,0.00023273674,0.00003640139,0.00007790346,0.010734293],"genre_scores_gemma":[0.98586416,0.0065387134,0.005987913,0.000030338655,0.00007942775,0.00000195525,0.0000056818917,0.000025050262,0.0014667679],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978112,0.0008030307,0.00033840825,0.0003307668,0.00029780818,0.00041879795],"domain_scores_gemma":[0.99845326,0.0006806427,0.0001099615,0.00039862038,0.00014375603,0.00021377754],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0012145779,0.00032499366,0.00036718525,0.00011848928,0.0004616812,0.000029543107,0.00074747665,0.00037953095,0.00011472759],"category_scores_gemma":[0.00023232684,0.00029342726,0.00030379888,0.0002092084,0.0012861574,0.00032757985,0.000423602,0.00038715475,0.000027449692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029587228,0.00040639171,0.15487388,0.0023210915,0.000066780645,0.00002632333,0.014643735,0.040431432,0.76955885,0.011620029,0.0014299905,0.004325623],"study_design_scores_gemma":[0.0013199978,0.00010105931,0.4392719,0.0045902203,0.00014688075,0.00010253634,0.00033619936,0.02644295,0.51095384,0.00031645235,0.016086875,0.00033110363],"about_ca_topic_score_codex":0.0028729218,"about_ca_topic_score_gemma":0.0061619473,"teacher_disagreement_score":0.28439802,"about_ca_system_score_codex":0.0041310326,"about_ca_system_score_gemma":0.00086417986,"threshold_uncertainty_score":0.9999518},"labels":[],"label_agreement":null},{"id":"W2346466855","doi":"10.1139/cjce-2016-0138","title":"Experimental study on residual strength of concrete confined with corroded stirrups","year":2016,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Stirrup; Structural engineering; Corrosion; Materials science; Ductility (Earth science); Residual strength; Dissipation; Composite material; Geotechnical engineering; Engineering; Creep","score_opus":0.011691000948883647,"score_gpt":0.20124210269813975,"score_spread":0.1895511017492561,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2346466855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964591,0.00023994615,0.0017359372,0.000053880947,0.00045291733,0.00015526974,0.00003220018,0.000038176262,0.0008325519],"genre_scores_gemma":[0.9997419,0.0000029638184,0.00008950237,0.000009815378,0.000082631275,0.0000036705596,6.6191024e-7,0.000038112892,0.000030759693],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99891627,0.000024078097,0.00042477026,0.00011914933,0.00022816582,0.00028758036],"domain_scores_gemma":[0.99891776,0.0001460042,0.0000844034,0.00023496637,0.000119114564,0.00049774616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021326068,0.00019959614,0.00035094266,0.00022552097,0.00002840783,0.000020122494,0.00019800867,0.00005327919,0.00036226586],"category_scores_gemma":[0.00012457669,0.00014415795,0.00006428773,0.00014322162,0.000050499242,0.00011215033,0.0000073602196,0.0001805342,0.000003372583],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088737626,0.00010984201,0.033644654,0.0002644983,0.000753065,0.0014881499,0.009444986,0.09252173,0.8481217,0.0010984943,0.008655439,0.0030100574],"study_design_scores_gemma":[0.02631607,0.017404083,0.1123795,0.0037242777,0.00034500426,0.0006376116,0.008981605,0.012278114,0.8011124,0.000025463885,0.013769278,0.0030266019],"about_ca_topic_score_codex":0.00014051514,"about_ca_topic_score_gemma":0.0046688784,"teacher_disagreement_score":0.08024362,"about_ca_system_score_codex":0.00018807068,"about_ca_system_score_gemma":0.00023741894,"threshold_uncertainty_score":0.58785903},"labels":[],"label_agreement":null},{"id":"W2350880581","doi":"","title":"A Brief Introduction of the Research and Application of HPS in North America","year":2008,"lang":"en","type":"article","venue":"Jianzhu gangjiegou jinzhan","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Weldability; Engineering; Bridge (graph theory); Structural engineering; Toughness; Weathering steel; Forensic engineering; Welding; Civil engineering; Mechanical engineering; Materials science; Medicine; Metallurgy","score_opus":0.020187101807180283,"score_gpt":0.24732453765158235,"score_spread":0.22713743584440207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2350880581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99822015,0.00015215487,0.0004977897,0.00027781568,0.00005993225,0.00024066634,0.000007088486,0.000029187408,0.000515229],"genre_scores_gemma":[0.9996282,0.00010898742,0.00008669497,0.000010757432,0.00006621092,0.000022175313,0.0000060150737,0.000010056153,0.00006089816],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99922204,0.000052056144,0.00023098807,0.00015602286,0.00020045371,0.00013844499],"domain_scores_gemma":[0.9993911,0.000056278335,0.000037683854,0.00038354506,0.00009576047,0.000035627338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017640916,0.0000677378,0.00014776441,0.00010389288,0.000046004192,0.0000033426074,0.00012355408,0.000041868763,0.00002201753],"category_scores_gemma":[0.000092227536,0.000056181936,0.000030286383,0.00081850967,0.0002590106,0.000055616118,0.000052828986,0.0001729943,0.0000035729322],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016533957,0.0002247774,0.5982283,0.0005987713,0.000022284954,0.0000032904259,0.008674956,0.0029657856,0.30832055,0.0009389404,0.010439334,0.06941772],"study_design_scores_gemma":[0.00043452217,0.000095791744,0.9298883,0.000017045479,0.00000524211,0.0000126810555,0.0004227307,0.0117392065,0.03279281,0.00021969657,0.024227582,0.0001443905],"about_ca_topic_score_codex":0.00026082224,"about_ca_topic_score_gemma":0.0006047378,"teacher_disagreement_score":0.33166003,"about_ca_system_score_codex":0.000041938056,"about_ca_system_score_gemma":0.000018998928,"threshold_uncertainty_score":0.22910328},"labels":[],"label_agreement":null},{"id":"W2352960132","doi":"","title":"Anti-corrosion Performance of Galvanized Steel Framing in Residential Environments in North America","year":2010,"lang":"en","type":"article","venue":"Corrosion & Protection","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Galvanization; Framing (construction); Coating; Corrosion; Metallurgy; Service life; Materials science; Zinc; Life expectancy; Engineering; Environmental science; Civil engineering; Composite material; Environmental health; Population","score_opus":0.00811151296020681,"score_gpt":0.1984729681173958,"score_spread":0.19036145515718897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2352960132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934479,0.000035769088,0.004766731,0.000012780466,0.0008833138,0.0006629589,0.0000041931553,0.00009742848,0.00008890565],"genre_scores_gemma":[0.9994113,0.00012743949,0.0002481424,0.000010894449,0.000039700444,0.00008570988,0.000011918393,0.000029144529,0.0000357518],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985529,0.00006107283,0.0005303932,0.00031164018,0.00027419216,0.00026980756],"domain_scores_gemma":[0.99940825,0.000031794585,0.00010722953,0.0003636417,0.000022568885,0.000066492525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024761283,0.00019447926,0.00029750745,0.0002855256,0.000066584646,0.00001922707,0.0001568129,0.00017414392,0.00012800863],"category_scores_gemma":[0.00010038117,0.0002038825,0.00006176249,0.0005690331,0.000067642344,0.00028776706,0.00007348336,0.00068130525,0.000042244214],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012549681,0.000044279564,0.066416524,0.000079793965,3.2365588e-7,0.0000017537304,0.00025686042,0.004755141,0.9156482,0.0000010176398,0.000008737264,0.012661838],"study_design_scores_gemma":[0.0011331262,0.00014049326,0.5792268,0.00011506927,0.0000058824385,0.000004731552,0.000079470585,0.14053184,0.2773957,0.0000073680717,0.0010837007,0.00027584046],"about_ca_topic_score_codex":0.0001318669,"about_ca_topic_score_gemma":0.0008741921,"teacher_disagreement_score":0.63825256,"about_ca_system_score_codex":0.00010811012,"about_ca_system_score_gemma":0.000019750234,"threshold_uncertainty_score":0.8314087},"labels":[],"label_agreement":null},{"id":"W2376437234","doi":"10.1006/jaer.2001.0701","title":"SE—Structures and Environment","year":2001,"lang":"en","type":"article","venue":"Journal of Agricultural Engineering Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Alberta Environment and Protected Areas","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Portland cement; Cement; Corrosion; Materials science; Silica fume; Metallurgy; Composite material","score_opus":0.02739049753922018,"score_gpt":0.2614768169292258,"score_spread":0.23408631939000563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2376437234","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99741304,0.0014863,0.0003496443,0.00022978502,0.00017263237,0.000060695427,8.9817e-7,0.00003491741,0.00025207002],"genre_scores_gemma":[0.9977456,0.0013289028,0.0006028626,0.000003201036,0.00020709244,0.0000016228693,5.8636635e-7,0.000009151914,0.00010103598],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99905074,0.000021067926,0.00022778187,0.0000763791,0.0003817725,0.00024224853],"domain_scores_gemma":[0.9995102,0.00012053823,0.000019402223,0.00008496793,0.000087047236,0.00017781035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003855023,0.000100776,0.00015176841,0.000117853175,0.000042856,0.00005255291,0.00012986799,0.000057397105,0.00009850534],"category_scores_gemma":[0.00009093331,0.00006356115,0.000054722168,0.00017404072,0.000029488447,0.0001411365,0.000043481465,0.00049890135,0.0000075291327],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039991184,0.000022346838,0.0025785775,0.00017578974,0.00007783133,0.00011720391,0.0008803327,0.19879694,0.7730372,0.0004157551,0.0057172696,0.018140739],"study_design_scores_gemma":[0.00097177597,0.0003539082,0.8909971,0.00013853115,0.000022980448,0.002299003,0.00071420905,0.010166846,0.019948188,0.00024314162,0.07365983,0.00048445942],"about_ca_topic_score_codex":0.0000028372513,"about_ca_topic_score_gemma":5.9451145e-7,"teacher_disagreement_score":0.88841856,"about_ca_system_score_codex":0.0001036468,"about_ca_system_score_gemma":0.000006324291,"threshold_uncertainty_score":0.25919485},"labels":[],"label_agreement":null},{"id":"W2377771666","doi":"","title":"Reliability-Based Design and Maintenance Strategy for Composite Bridges","year":2012,"lang":"en","type":"article","venue":"Jianzhu gangjiegou jinzhan","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Girder; Reliability (semiconductor); Structural engineering; Service life; Engineering; Life-cycle cost analysis; Bridge (graph theory); Slab; Corrosion; Deck; Reliability engineering; Preventive maintenance; Materials science","score_opus":0.027282927600254903,"score_gpt":0.24537353178282673,"score_spread":0.2180906041825718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2377771666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56437165,0.00081919867,0.43152192,0.00021988273,0.0005556567,0.0010007252,0.000060775394,0.00063472363,0.0008154576],"genre_scores_gemma":[0.98956865,0.000023176686,0.009727909,0.00021462337,0.00013767798,0.000102623955,0.000020868747,0.000046443896,0.00015804486],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987667,0.00006249021,0.00026705244,0.00025471,0.00012571942,0.000523287],"domain_scores_gemma":[0.9989363,0.00031422154,0.000035279365,0.00037399473,0.00007752775,0.00026270363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005002843,0.0002321553,0.0002674692,0.0000598963,0.00010060992,0.000056394285,0.00012817954,0.00011262989,0.00006585157],"category_scores_gemma":[0.00007215836,0.00021663951,0.00009494294,0.00012268963,0.000088525834,0.00021528127,0.000023528992,0.00013703367,0.000029346786],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015638105,0.0006477121,0.07452415,0.004241183,0.00014603097,0.00001978696,0.0026583788,0.116959125,0.5832019,0.0077213603,0.11531388,0.09300271],"study_design_scores_gemma":[0.003483972,0.00042220834,0.12386344,0.00018285564,0.00012226948,0.000031646283,0.00036299013,0.6778233,0.12469403,0.001151706,0.06626167,0.001599942],"about_ca_topic_score_codex":0.000015160204,"about_ca_topic_score_gemma":0.000006812781,"teacher_disagreement_score":0.56086415,"about_ca_system_score_codex":0.000088047964,"about_ca_system_score_gemma":0.000023896762,"threshold_uncertainty_score":0.88343024},"labels":[],"label_agreement":null},{"id":"W238260862","doi":"10.1023/a:1027431203746","title":"The influence of silica fume on the corrosion resistance of steel in high performance concrete exposed to simulated sea water","year":2003,"lang":"en","type":"article","venue":"Journal of Materials Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Akaganéite; Silica fume; Materials science; Corrosion; Composite material; Goethite; Lepidocrocite; Cement; Magnetite; Service life; Metallurgy","score_opus":0.010704199856347747,"score_gpt":0.21446366734094494,"score_spread":0.2037594674845972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W238260862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991351,0.000028192986,0.00001220882,0.00015981388,0.00039840542,0.00017092211,0.0000060583448,0.000007425279,0.00008187761],"genre_scores_gemma":[0.999777,0.000049368693,0.00007777883,0.000056210592,0.000009956664,0.0000017400064,9.741767e-8,0.000006641596,0.000021211506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99831414,0.00012783908,0.0007091797,0.00011337529,0.0004914707,0.00024401178],"domain_scores_gemma":[0.9988139,0.00028650265,0.00018577364,0.00033489263,0.0003088697,0.00007006022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031600888,0.00010744807,0.00025775193,0.00009244646,0.000107272914,0.000048996804,0.0005387592,0.000035435532,0.000043666507],"category_scores_gemma":[0.0006762963,0.00005238446,0.000031339634,0.00036379296,0.00028235393,0.00021257393,0.000045808407,0.00011416795,0.000006230024],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018597215,0.000002843789,0.00034426284,0.000029285677,7.8907544e-7,0.0000010803758,0.0003079398,0.042874996,0.9560974,0.000119172546,0.000021565029,0.000014665079],"study_design_scores_gemma":[0.00025300065,0.00014122356,0.019737279,0.00019809764,0.0000028777206,0.0000032986482,0.00006760802,0.0004822356,0.97880477,0.000041948817,0.00019947051,0.00006819238],"about_ca_topic_score_codex":0.0000043386935,"about_ca_topic_score_gemma":0.0000037152772,"teacher_disagreement_score":0.04239276,"about_ca_system_score_codex":0.00007473642,"about_ca_system_score_gemma":0.00007190346,"threshold_uncertainty_score":0.21361764},"labels":[],"label_agreement":null},{"id":"W2399497360","doi":"10.14288/1.0050395","title":"Durability of buried galvanized steel structures in British Columbia","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Galvanization; Durability; Forensic engineering; Metallurgy; Engineering; Materials science; Layer (electronics); Composite material","score_opus":0.005577209191548414,"score_gpt":0.16313617141941547,"score_spread":0.15755896222786706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2399497360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975662,0.0002144617,0.00011060053,0.000026627626,0.00015119283,0.0003672315,0.00023760126,0.00018064116,0.0011454201],"genre_scores_gemma":[0.99921626,0.00010174447,0.00042761277,0.000022462891,0.000017255898,4.4436487e-7,0.000019278656,0.0000147988385,0.00018016585],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99858934,0.00007801122,0.000333614,0.0003990966,0.0002839725,0.0003159403],"domain_scores_gemma":[0.9990724,0.00006912763,0.00009532875,0.0004335929,0.00018223668,0.00014733923],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00025398596,0.00006217296,0.0005420856,0.000039749597,0.000098523415,0.00013742168,0.00037294417,0.0001905819,0.0007161471],"category_scores_gemma":[0.00010298168,0.00029773527,0.00018460183,0.00045738686,0.00025054507,0.00028100633,0.00006854763,0.00023926211,0.000003296203],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003906137,0.00022180763,0.21179134,0.00046852228,0.000037241745,0.00024110542,0.00042510842,0.00030125794,0.01404912,0.000001849686,0.008230574,0.764193],"study_design_scores_gemma":[0.0017178585,0.00007622216,0.9951024,0.00014316483,0.00002075757,0.000035993133,0.00063427084,0.00086634065,0.000011271545,0.00096359407,0.0001659993,0.00026210354],"about_ca_topic_score_codex":0.2618838,"about_ca_topic_score_gemma":0.8862469,"teacher_disagreement_score":0.78331107,"about_ca_system_score_codex":0.00013662173,"about_ca_system_score_gemma":0.00006214367,"threshold_uncertainty_score":0.9999475},"labels":[],"label_agreement":null},{"id":"W2415195092","doi":"10.1061/9780784479902.012","title":"Development of an Innovative, Partially Prestressed Concrete Pier Concept to Enhance the Durability of U.S. Navy Piers","year":2016,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Berger (Canada)","funders":"","keywords":"Pier; Navy; Deck; Prestressed concrete; Engineering; Corrosion; Durability; Civil engineering; Structural engineering; Forensic engineering; Computer science; Law","score_opus":0.012170543143556766,"score_gpt":0.2557674132204648,"score_spread":0.24359687007690806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2415195092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9830192,0.000022266328,0.014745162,0.00020952833,0.00013712824,0.0003670547,0.000024151474,0.00009990625,0.0013756088],"genre_scores_gemma":[0.9943875,0.0000031937718,0.0053620944,0.00006824052,0.000013517069,0.00003723569,0.0000025079544,0.000013142923,0.00011258036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998652,0.00006213924,0.00061027805,0.00023279677,0.00022669499,0.00021611857],"domain_scores_gemma":[0.9987444,0.00022249458,0.000075551055,0.00054806966,0.00030270955,0.000106741885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041398103,0.00015529012,0.00026436418,0.000034591998,0.000038640945,0.0000076715205,0.00029344027,0.00006038344,0.00057760754],"category_scores_gemma":[0.00030350575,0.00008754473,0.00003971045,0.00032700592,0.00021321904,0.00012618022,0.00007554823,0.00006970592,0.0000109683415],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008095529,0.000008571947,0.0014423854,0.000047752055,0.000022420953,2.945857e-7,0.0030701505,0.000115560935,0.939432,0.00034371676,0.0002462424,0.055189908],"study_design_scores_gemma":[0.00025093008,0.00005634206,0.021020561,0.00004497423,0.0000038584462,2.6840027e-7,0.00020278581,0.00037682126,0.9720706,0.000025158779,0.0057932762,0.00015443155],"about_ca_topic_score_codex":0.000015307798,"about_ca_topic_score_gemma":0.000082975545,"teacher_disagreement_score":0.055035476,"about_ca_system_score_codex":0.000055232016,"about_ca_system_score_gemma":0.000121200974,"threshold_uncertainty_score":0.63243973},"labels":[],"label_agreement":null},{"id":"W2425477998","doi":"10.5006/c2016-07368","title":"Towards the Development of a Fitness for Service Tool for the Inspection of Corrosion under Insulation","year":2016,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Corrosion; Service life; Service (business); Materials science; Metallurgy; Engineering; Computer science; Forensic engineering; Reliability engineering; Construction engineering; Business","score_opus":0.03926708453145432,"score_gpt":0.25429049875489207,"score_spread":0.21502341422343774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2425477998","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43027833,0.00001379441,0.56861633,0.00038470136,0.00016279981,0.00039782684,0.000007230415,0.000042065298,0.00009689157],"genre_scores_gemma":[0.99783397,0.0000049506,0.001939766,0.00004120836,0.000017487215,0.0000996795,0.0000025408422,0.000007692854,0.000052714775],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995458,0.0000077512095,0.00022695152,0.00006780173,0.000082767794,0.000068913774],"domain_scores_gemma":[0.99928606,0.00033572962,0.00003820759,0.00015741489,0.00017277428,0.0000098074415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026993017,0.000058105386,0.00007902164,0.000016988402,0.00006613446,0.000004607052,0.000084739186,0.000035830974,0.00002749843],"category_scores_gemma":[0.000060570248,0.000025263795,0.00004124681,0.00009232322,0.000017037222,0.000051716826,0.000020311683,0.000017032376,9.697123e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002393551,0.00002601164,0.0009761306,0.00039610735,0.000019753443,4.5804884e-9,0.002189537,0.0032793304,0.83018523,0.008176217,0.00032998348,0.15418236],"study_design_scores_gemma":[0.0017143533,0.00007072227,0.17990874,0.00010040884,0.000037817117,6.4820296e-7,0.00090459717,0.13346174,0.6753795,0.0024735502,0.0057507283,0.00019714264],"about_ca_topic_score_codex":0.000009667236,"about_ca_topic_score_gemma":0.00012909465,"teacher_disagreement_score":0.5675556,"about_ca_system_score_codex":0.00004694792,"about_ca_system_score_gemma":0.000035042754,"threshold_uncertainty_score":0.10302276},"labels":[],"label_agreement":null},{"id":"W2432866438","doi":"10.1088/0964-1726/25/7/075034","title":"Detection of bond failure in the anchorage zone of reinforced concrete beams via acoustic emission monitoring","year":2016,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Reinforced concrete; Materials science; Bond; Structural engineering; Composite material; Acoustics; Geotechnical engineering; Geology; Engineering; Physics","score_opus":0.006254829120934736,"score_gpt":0.20471887810075712,"score_spread":0.1984640489798224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2432866438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99763006,0.00008539713,0.0016955525,0.0000140199545,0.00037854462,0.00012957916,0.000022125965,0.000024063826,0.00002068132],"genre_scores_gemma":[0.999771,0.00004897828,0.00009163107,0.0000029879343,0.000062748615,0.000005375354,0.0000015210626,0.00000806667,0.000007680275],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999391,0.000034475703,0.0002719436,0.00009513546,0.00009920742,0.000108200366],"domain_scores_gemma":[0.99965656,0.000070896116,0.000056019413,0.00016554815,0.00002464017,0.00002630838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001836536,0.0001001603,0.00019987694,0.00003928534,0.00002692765,0.000014739419,0.00007054565,0.000080077116,0.00004366329],"category_scores_gemma":[0.000049362563,0.000055393415,0.00002295488,0.000057193734,0.000047943286,0.00006515649,0.000022178601,0.000041435505,2.6877433e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004770023,1.5843631e-7,0.0004547826,0.00013073409,0.0000029821435,6.528099e-7,0.0002501593,0.000047032223,0.9971369,0.000016772015,0.000011429818,0.0019007187],"study_design_scores_gemma":[0.00028897612,0.000039525745,0.019270679,0.00007318987,0.000008047036,0.0000052454925,0.000103715254,0.00011258156,0.97981966,0.00013392353,0.000072626695,0.000071842645],"about_ca_topic_score_codex":0.000049326503,"about_ca_topic_score_gemma":0.000008095932,"teacher_disagreement_score":0.018815896,"about_ca_system_score_codex":0.0000115485,"about_ca_system_score_gemma":0.000004462383,"threshold_uncertainty_score":0.22588779},"labels":[],"label_agreement":null},{"id":"W2465713267","doi":"10.2749/222137816819258573","title":"Galvanic Corrosion Protection for Bridge Structures","year":2016,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cathodic protection; Galvanic anode; Galvanic cell; Corrosion; Galvanic corrosion; Anode; Reinforced concrete; Bridge (graph theory); Bridge deck; Overlay; Engineering; Materials science; Environmental science; Deck; Forensic engineering; Metallurgy; Structural engineering; Computer science; Chemistry; Electrode","score_opus":0.028094323712991344,"score_gpt":0.24914907318136167,"score_spread":0.22105474946837034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2465713267","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.725422,0.000039369446,0.27185762,0.00010866986,0.00093350257,0.00045770511,0.000008708916,0.000426545,0.0007458158],"genre_scores_gemma":[0.9991095,0.000007349054,0.00019742326,0.00001088153,0.00010040593,0.000057832673,0.0000036885435,0.000015749356,0.00049713405],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99946845,0.000005671663,0.00017979495,0.00014499703,0.000083623585,0.00011745686],"domain_scores_gemma":[0.9996174,0.000024984563,0.000031602838,0.00023403,0.00004737633,0.000044581797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013015077,0.00007351749,0.00008827353,0.000023249648,0.000035241974,0.00000998612,0.000037769623,0.000053361993,0.00009934],"category_scores_gemma":[0.000169796,0.000049430073,0.000060659087,0.000041356383,0.000012557625,0.00005999551,0.00001075449,0.000035366975,0.000013214512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022718434,0.0000031353952,0.0017915238,0.000057818528,0.0000026118103,0.000012042006,0.000020267627,0.000028382245,0.92968374,0.000117554795,0.003316585,0.06494361],"study_design_scores_gemma":[0.0011542141,0.00015512398,0.17693643,0.00010275077,0.000031087842,0.0008676864,0.000011129795,0.005339383,0.5633616,0.004663638,0.2467921,0.0005848704],"about_ca_topic_score_codex":0.000005877149,"about_ca_topic_score_gemma":0.000007640523,"teacher_disagreement_score":0.36632216,"about_ca_system_score_codex":0.00006378499,"about_ca_system_score_gemma":0.000014735096,"threshold_uncertainty_score":0.20156999},"labels":[],"label_agreement":null},{"id":"W2469729989","doi":"10.12943/cnr.2015.00060","title":"DEVELOPMENT OF FINITE ELEMENT MODELS FOR THE STUDY OF AGEING EFFECTS IN CANDU 6 CONCRETE CONTAINMENT BUILDINGS","year":2016,"lang":"en","type":"article","venue":"CNL Nuclear Review","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Laboratories","funders":"","keywords":"Containment (computer programming); Finite element method; Structural integrity; Structural engineering; Ageing; Nuclear power; Nuclear engineering; Computer science; Engineering; Forensic engineering; Environmental science; Physics","score_opus":0.025142105234767186,"score_gpt":0.2506469019736845,"score_spread":0.22550479673891732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2469729989","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95843226,0.0242759,0.01218067,0.00017383121,0.00016004269,0.00450357,0.000008414145,0.000058611986,0.0002067255],"genre_scores_gemma":[0.9940776,0.0047241785,0.0009438644,0.00009051201,0.0000054879038,0.00013134876,4.8654834e-7,0.000019881705,0.000006621086],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990117,0.000043858086,0.000521037,0.00013493275,0.00014239285,0.00014608532],"domain_scores_gemma":[0.9992076,0.00036661967,0.00008466381,0.0002623828,0.000042323893,0.00003637801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067925017,0.000116244,0.0003810629,0.00002629226,0.000030685893,0.000004059812,0.00016220905,0.00002208277,0.000050290157],"category_scores_gemma":[0.00012074625,0.00006774393,0.00006731966,0.00008852937,0.000020384718,0.000043075026,0.00006433525,0.000047348567,0.0000030774142],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013313748,0.00008719555,0.0007889884,0.022191163,0.00022792083,0.000007407934,0.0084515335,0.0010354175,0.045473885,0.0031699871,0.0011690352,0.91726434],"study_design_scores_gemma":[0.018306367,0.0018297001,0.009743218,0.06545847,0.00080782064,0.0000042905936,0.0030641658,0.09089874,0.015449191,0.0003967248,0.7921096,0.0019316925],"about_ca_topic_score_codex":0.000013552004,"about_ca_topic_score_gemma":0.000024916342,"teacher_disagreement_score":0.9153326,"about_ca_system_score_codex":0.000095327225,"about_ca_system_score_gemma":0.000016971146,"threshold_uncertainty_score":0.27625173},"labels":[],"label_agreement":null},{"id":"W2470725662","doi":"10.1680/jcoma.16.00007","title":"Mitigation of alkali–silica reaction in US highway concrete","year":2016,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Construction Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; University of New Brunswick","funders":"","keywords":"Cracking; Lithium (medication); Alkali–silica reaction; Materials science; Alkali metal; Silane; Forensic engineering; Environmental science; Composite material; Chemistry; Engineering; Aggregate (composite); Medicine","score_opus":0.005772126861819305,"score_gpt":0.18587075552959537,"score_spread":0.18009862866777607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2470725662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99638003,0.000029423414,0.00031550645,0.000094088195,0.0013556165,0.00027687135,0.00005922502,0.00010006585,0.0013891805],"genre_scores_gemma":[0.9994309,0.00008209916,0.0003957051,0.000004169573,0.000043356602,0.00001732731,0.0000022523418,0.000012361274,0.000011827671],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99873805,0.000012704914,0.0007272904,0.00015231727,0.0002307912,0.00013881658],"domain_scores_gemma":[0.9992209,0.000043604432,0.00030137476,0.00013168437,0.00026364104,0.000038758233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036782678,0.00015029224,0.00033875112,0.00020240138,0.000025340754,0.000009000817,0.00015613706,0.00013463582,0.00008553315],"category_scores_gemma":[0.0002929491,0.00011029427,0.00008169792,0.0003097608,0.00033719355,0.00039905784,0.00003118257,0.000062878986,0.0000019050334],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054037013,0.0000031186053,0.002245572,0.000312403,0.000012796397,4.342162e-8,0.00007773673,0.00015894654,0.9857091,0.01094098,0.00005769975,0.00042762278],"study_design_scores_gemma":[0.000612834,0.000025711402,0.009013471,0.00043383698,0.000021251522,0.00001367225,0.000077170305,0.00017814514,0.98862755,0.0004886664,0.0003888547,0.000118857955],"about_ca_topic_score_codex":0.00003114502,"about_ca_topic_score_gemma":0.0000074597824,"teacher_disagreement_score":0.010452313,"about_ca_system_score_codex":0.00011965313,"about_ca_system_score_gemma":0.000037548525,"threshold_uncertainty_score":0.449767},"labels":[],"label_agreement":null},{"id":"W2471760177","doi":"10.14359/51682371","title":"FRP Retrofit for a Historic Arch Bridge in Southern Ontario","year":2011,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Arch; Fibre-reinforced plastic; Arch bridge; Forensic engineering; Engineering; Structural engineering","score_opus":0.063718821944369,"score_gpt":0.21185531373086033,"score_spread":0.14813649178649135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2471760177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9562324,0.000045362896,0.0068046954,0.000010254311,0.0002974233,0.00018851305,0.0000049184387,0.00016826658,0.03624816],"genre_scores_gemma":[0.9924181,0.000001019048,0.0014404482,0.000031934076,0.000019279625,0.000028854129,0.0000024423387,0.00001347333,0.0060444428],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995286,0.0000056549,0.00014041764,0.00011772488,0.000049998547,0.00015761242],"domain_scores_gemma":[0.9997213,0.00002571194,0.0000072715966,0.00018074046,0.000016549448,0.000048424066],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011258465,0.00007417249,0.0001062527,0.000046116438,0.00001241924,0.0000041097887,0.00008083376,0.000047954403,0.0017000351],"category_scores_gemma":[0.000018476947,0.00006976271,0.00005063419,0.000058693582,0.0000090531485,0.000029966097,0.000014264199,0.00009596355,0.00007097933],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032730328,0.00010241152,0.8284189,0.0002682936,0.0000260459,0.000016379725,0.11194213,0.00010697668,0.009951735,0.0026337274,0.024225842,0.021980235],"study_design_scores_gemma":[0.0030242566,0.00028412513,0.86924535,0.000049024085,0.000028941555,0.000008232202,0.0016818553,0.020477362,0.0041569076,0.0021015613,0.09778475,0.0011576375],"about_ca_topic_score_codex":0.04288274,"about_ca_topic_score_gemma":0.16773885,"teacher_disagreement_score":0.124856114,"about_ca_system_score_codex":0.00031495435,"about_ca_system_score_gemma":0.000023703855,"threshold_uncertainty_score":0.99921256},"labels":[],"label_agreement":null},{"id":"W2482659045","doi":"10.1201/9780203882955.ch190","title":"Extending service life of high performance concrete bridge decks with internal curing","year":2008,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Curing (chemistry); Bridge (graph theory); Service life; Structural engineering; Forensic engineering; Engineering; Materials science; Composite material; Reliability engineering; Medicine","score_opus":0.018049069661632142,"score_gpt":0.1970623621647073,"score_spread":0.17901329250307516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2482659045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.526772,0.0007881791,0.0017669548,0.000029549075,0.00055698346,0.00028549889,0.000042524112,0.00051719137,0.46924108],"genre_scores_gemma":[0.9700546,0.0012999733,0.00044662392,0.00014013887,0.00013923453,0.000005966472,0.000019652614,0.000104642066,0.027789157],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986363,0.000005656068,0.00048735656,0.00030961772,0.00030837543,0.00025268085],"domain_scores_gemma":[0.99902594,0.00006311019,0.000119730015,0.00046246505,0.00015021068,0.00017854104],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008468033,0.00040531124,0.00057162176,0.00013153932,0.000049183942,0.000018928491,0.00027884252,0.00021247854,0.0013138179],"category_scores_gemma":[0.000010063897,0.0003568078,0.00009920199,0.000045341894,0.00007357792,0.00013961134,0.000110048815,0.00048105922,0.000113230046],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010746875,0.00010391934,0.052596007,0.08573732,0.009104376,0.0025462445,0.022884808,0.06618732,0.08575186,0.14802854,0.14021382,0.3760989],"study_design_scores_gemma":[0.01162409,0.0014283119,0.07001567,0.019064333,0.0010158706,0.002116577,0.00018583084,0.25853732,0.05460474,0.00032126598,0.56876683,0.012319149],"about_ca_topic_score_codex":0.00011155093,"about_ca_topic_score_gemma":0.000034850313,"teacher_disagreement_score":0.44328257,"about_ca_system_score_codex":0.000090421614,"about_ca_system_score_gemma":0.000059884656,"threshold_uncertainty_score":0.99988836},"labels":[],"label_agreement":null},{"id":"W2490577500","doi":"10.1680/asic.34044.0042","title":"STAINLESS STEEL IN CONCRETE FOR EFFICIENCY AND DURABILITY","year":2005,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Nickel Institute","funders":"","keywords":"Durability; Corrosion; Engineering; Agency (philosophy); Cathodic protection; Forensic engineering; Reinforcement; Limiting; Reinforced concrete; Civil engineering; Materials science; Metallurgy; Structural engineering; Composite material","score_opus":0.01456188849962705,"score_gpt":0.21725764527713962,"score_spread":0.20269575677751256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2490577500","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.048076812,0.002462023,0.004786625,0.0001794302,0.0005025854,0.002313317,0.00025658048,0.00064738654,0.9407752],"genre_scores_gemma":[0.7307938,0.00062220165,0.0011499152,0.00020182587,0.0002217803,0.00010574766,0.000060567956,0.00016615904,0.26667807],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987575,0.000008333791,0.00044184882,0.00039861663,0.00013195386,0.00026177394],"domain_scores_gemma":[0.9991297,0.00028156582,0.000035291912,0.00037731073,0.000062054685,0.0001140907],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031627933,0.00031920357,0.00046126498,0.000102195394,0.000030566527,0.000029917739,0.00012470126,0.00031928712,0.0006214417],"category_scores_gemma":[0.000054448374,0.00030552197,0.00011058639,0.000022529963,0.00010451506,0.00005847206,0.000053862128,0.00027703666,0.000015363157],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006500467,0.000030747713,0.0018772577,0.008772989,0.00015665355,0.00004707218,0.0025370745,0.0030440742,0.0069559873,0.6927415,0.010204349,0.27298224],"study_design_scores_gemma":[0.004446619,0.00031323908,0.0017077352,0.00046833415,0.000108450666,0.000019757143,0.0001892162,0.15012525,0.0009008474,0.015675984,0.8229559,0.0030886624],"about_ca_topic_score_codex":0.00000782829,"about_ca_topic_score_gemma":0.0001547316,"teacher_disagreement_score":0.81275153,"about_ca_system_score_codex":0.00016631295,"about_ca_system_score_gemma":0.0000368196,"threshold_uncertainty_score":0.9999397},"labels":[],"label_agreement":null},{"id":"W2490807782","doi":"","title":"Proactive materials degradation management program in Japan","year":2009,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Degradation (telecommunications); Nuclear engineering; Waste management; Environmental science; Forensic engineering; Engineering; Materials science; Electrical engineering","score_opus":0.0109316239149306,"score_gpt":0.23677792939283687,"score_spread":0.22584630547790627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2490807782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9604173,0.000006958299,0.00049055327,0.00007090597,0.00012676227,0.0005133703,7.6071774e-7,0.0003954068,0.037977993],"genre_scores_gemma":[0.9973051,0.000009455938,0.0023894988,0.000022200195,0.0000098108885,0.000052244246,0.000008803501,0.000003998506,0.00019888194],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9996325,0.000009277419,0.000112876274,0.00008833417,0.000054941433,0.00010208322],"domain_scores_gemma":[0.9998556,0.0000057743664,0.000005855079,0.0001035328,0.0000069986977,0.000022252141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000068257075,0.00005959082,0.00006583092,0.000041736643,0.0000084691155,0.000024619203,0.000040376523,0.000023677105,0.00018620495],"category_scores_gemma":[0.000004141875,0.000052828356,0.0000115668345,0.00009737065,0.0000041815015,0.00007322454,0.0000066942184,0.000028334016,0.000025272704],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055488697,0.00006663542,0.00033584298,0.000035481455,0.0000068596646,0.0000021786725,0.00014419222,0.00011213817,0.024643362,0.0050402707,0.00036864067,0.9691889],"study_design_scores_gemma":[0.0025325795,0.00042558546,0.66357446,0.00005070703,0.000024258412,0.000001763324,0.0007330283,0.014744645,0.30889538,0.0016547806,0.0067020766,0.0006607675],"about_ca_topic_score_codex":0.0000055749188,"about_ca_topic_score_gemma":0.000019401032,"teacher_disagreement_score":0.96852815,"about_ca_system_score_codex":0.00004856982,"about_ca_system_score_gemma":0.0000014708552,"threshold_uncertainty_score":0.21542779},"labels":[],"label_agreement":null},{"id":"W2492271807","doi":"10.1201/b15520-6","title":"Bridge Engineering in Bosnia and Herzegovina","year":2013,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Engineering; Forensic engineering; Structural engineering; Construction engineering; Medicine","score_opus":0.010979997971903153,"score_gpt":0.1750242137216136,"score_spread":0.16404421574971043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2492271807","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02405418,0.0013327161,0.00044031593,0.000037904694,0.00029291675,0.00031591157,0.0000091865095,0.0005585843,0.97295827],"genre_scores_gemma":[0.6445521,0.00095194107,0.00034595275,0.00008541513,0.00014012163,0.000023446359,0.000017003355,0.00016507499,0.35371897],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993146,0.0000017739353,0.00022573519,0.00020451058,0.000085548476,0.00016781154],"domain_scores_gemma":[0.99958926,0.00004662107,0.000012866551,0.00023946626,0.0000148533145,0.00009694067],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005649535,0.00025132974,0.00027660953,0.000110959816,0.000008101903,0.00003171372,0.000074131596,0.00022778967,0.0022955893],"category_scores_gemma":[0.000012420488,0.00025506347,0.00004863674,0.000016145128,0.000016968545,0.00006208795,0.00005316712,0.00031416924,0.00024271237],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058755384,0.000036006,0.0033718655,0.0070400853,0.00026892917,0.00039730352,0.0014905466,0.010357216,0.013846731,0.4237015,0.19674297,0.34268808],"study_design_scores_gemma":[0.0013195263,0.000087589135,0.022170112,0.0006953753,0.000041179126,0.000057203833,0.000008863075,0.1590188,0.00047133915,0.0024209446,0.8112596,0.0024494585],"about_ca_topic_score_codex":0.000041796957,"about_ca_topic_score_gemma":0.00007716071,"teacher_disagreement_score":0.6204979,"about_ca_system_score_codex":0.00006910627,"about_ca_system_score_gemma":0.000007914856,"threshold_uncertainty_score":0.99999017},"labels":[],"label_agreement":null},{"id":"W2496868473","doi":"10.1201/9780203885307-22","title":"Life cycle deterioration and cost comparison of bridge deck designs including rehabilitation strategies","year":2008,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Bridge deck; Rehabilitation; Deck; Structural engineering; Engineering; Computer science; Physical medicine and rehabilitation; Medicine; Physical therapy; Surgery","score_opus":0.08477417450727635,"score_gpt":0.3002260550806814,"score_spread":0.21545188057340503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2496868473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6808814,0.0028281836,0.03985704,0.00013382646,0.0005781045,0.00189674,0.00008303826,0.0009075095,0.27283418],"genre_scores_gemma":[0.99783355,0.00026277668,0.0011793366,0.000016636066,0.00003485714,0.000010424773,0.00003546644,0.000038356124,0.0005885673],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989382,0.000018061197,0.0005356649,0.00021858029,0.00017219888,0.0001172709],"domain_scores_gemma":[0.99916005,0.00028132266,0.000104611856,0.00022981876,0.000103674836,0.00012052217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000122758,0.00023199122,0.00043003316,0.000113197755,0.00006459216,0.00003942903,0.000069184716,0.0002255269,0.00015711065],"category_scores_gemma":[0.000103584236,0.00024103594,0.00007501172,0.00002863323,0.000115636925,0.0001938829,0.000041874482,0.00018179828,0.000011445882],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001377353,0.00032761678,0.09061246,0.016097955,0.0008093227,0.000038584396,0.059735324,0.06404901,0.18791583,0.16612682,0.13483638,0.27807334],"study_design_scores_gemma":[0.004828392,0.0026756213,0.411494,0.0025274213,0.00052733975,0.00005658947,0.0037833094,0.44219622,0.0044688224,0.018618762,0.10275823,0.006065292],"about_ca_topic_score_codex":0.000027649137,"about_ca_topic_score_gemma":0.00017913948,"teacher_disagreement_score":0.3781472,"about_ca_system_score_codex":0.000080141144,"about_ca_system_score_gemma":0.000074712094,"threshold_uncertainty_score":0.98291606},"labels":[],"label_agreement":null},{"id":"W2500943599","doi":"","title":"Compilation of 5 papers on (1) Electrical resistivity as a durability indicator and (2) Cracking tendency in hardening concrete","year":2007,"lang":"en","type":"article","venue":"Duo Research Archive (University of Oslo)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Statens vegvesen; Norges Forskningsråd","keywords":"Durability; Cracking; Hardening (computing); Electrical resistivity and conductivity; Forensic engineering; Materials science; Composite material; Engineering","score_opus":0.022197239664645377,"score_gpt":0.2658830160415802,"score_spread":0.24368577637693484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2500943599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98866415,0.000059105405,0.0013535402,0.00009679017,0.00002285632,0.00026836383,0.000047143763,0.000039160608,0.00944891],"genre_scores_gemma":[0.9990936,0.000094248506,0.0007548362,0.000004855084,0.000010047328,3.4962636e-7,0.000012356618,0.000007967597,0.000021736896],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9983451,0.00030318284,0.00019797597,0.00029128246,0.00050233694,0.00036013377],"domain_scores_gemma":[0.9977219,0.0016966866,0.00005321799,0.00025684605,0.000092263675,0.00017908677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021651099,0.00010391476,0.0002629658,0.00056248857,0.00014472764,0.000008497501,0.00021156808,0.00008213474,0.00014347109],"category_scores_gemma":[0.0007921067,0.00012481537,0.00006595624,0.00048191022,0.00051103,0.0001083904,0.0001455666,0.0005976057,0.0000075975267],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028320893,0.000078110206,0.48347157,0.0005067651,0.00005009728,0.00014476707,0.007644395,0.00017506574,0.45519015,0.0042665647,0.0003178818,0.04532252],"study_design_scores_gemma":[0.00069230015,0.00024150383,0.98694575,0.00008513789,0.0000051049897,0.0000025229645,0.0011301289,0.0075745946,0.0019181686,0.0008672809,0.00041887356,0.00011861721],"about_ca_topic_score_codex":0.00035837415,"about_ca_topic_score_gemma":0.0006523404,"teacher_disagreement_score":0.5034742,"about_ca_system_score_codex":0.00015548874,"about_ca_system_score_gemma":0.00007437853,"threshold_uncertainty_score":0.5089823},"labels":[],"label_agreement":null},{"id":"W2501522291","doi":"10.1201/b11332-183","title":"Probability-based modeling of chloride-induced corrosion in concrete structures including parameters correlation","year":2011,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Correlation; Materials science; Chloride; Composite material; Metallurgy; Mathematics; Geometry","score_opus":0.08763172314350318,"score_gpt":0.24102164117308014,"score_spread":0.15338991802957697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2501522291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67057496,0.00028095176,0.08965234,0.000022644224,0.0021637431,0.0024195763,0.00007421787,0.00090024446,0.23391134],"genre_scores_gemma":[0.9973283,0.00002946437,0.0015094749,0.00003108591,0.000026503742,0.000019159814,0.00007111593,0.00009265393,0.00089227513],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977811,0.00002967878,0.0010564124,0.0005059746,0.00033659177,0.00029025145],"domain_scores_gemma":[0.9987015,0.00020791593,0.00018792713,0.0006296865,0.0001527285,0.00012021944],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000381741,0.00051255146,0.0007731686,0.0003595491,0.00004388015,0.000019432928,0.00023769024,0.00066743407,0.00047956503],"category_scores_gemma":[0.00011754024,0.00050365494,0.00024142851,0.00008031774,0.00007200226,0.00012845742,0.00008449078,0.0007018036,0.000013980392],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000848473,0.000010499672,0.0011715178,0.0020661466,0.000049680737,0.00001896164,0.0011649358,0.90296274,0.025575433,0.059837427,0.000071356146,0.0062228106],"study_design_scores_gemma":[0.0006674903,0.00009459567,0.00004110732,0.0004952339,0.000052540567,0.0000022571976,0.00001816744,0.9601379,0.011561851,0.026171112,0.00010251568,0.0006552502],"about_ca_topic_score_codex":0.00015561799,"about_ca_topic_score_gemma":0.00011864075,"teacher_disagreement_score":0.32675332,"about_ca_system_score_codex":0.00031432093,"about_ca_system_score_gemma":0.00009637859,"threshold_uncertainty_score":0.9997415},"labels":[],"label_agreement":null},{"id":"W2504713785","doi":"10.5006/mp2007_46_5-56","title":"Low-Alloy Steels for Reinforcing Rods in Concrete","year":2007,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Rod; Corrosion; Materials science; Metallurgy; Alloy; Polarization (electrochemistry); Reinforced concrete; Alloy steel; Composite material","score_opus":0.009966491971234634,"score_gpt":0.22223083493863863,"score_spread":0.21226434296740398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2504713785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960598,0.000031908028,0.0010997915,0.000009923732,0.0010505186,0.00033817563,0.000015518615,0.00019476724,0.0011996293],"genre_scores_gemma":[0.9989842,0.00003877075,0.0005559647,0.0000564288,0.00013601726,0.000035805373,0.000015145739,0.00002552756,0.00015209794],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989642,0.000008242543,0.00042303378,0.00014538906,0.000091686765,0.00036746706],"domain_scores_gemma":[0.999592,0.00006393478,0.00003338895,0.00022066983,0.00003153433,0.000058450365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089290604,0.00014153223,0.00022726035,0.00007771335,0.000044121196,0.000041791292,0.00012316948,0.00008890447,0.00020086092],"category_scores_gemma":[0.00003986533,0.00013969053,0.000031650612,0.00010438548,0.000023307395,0.000196159,0.000028699054,0.00006356111,0.000039522583],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000107126034,0.0000011823499,0.0013492251,0.0004970224,0.0000028213854,0.000001645727,0.00030259404,0.0017836348,0.99160737,0.0000763797,0.000105051025,0.004165952],"study_design_scores_gemma":[0.0006361886,0.00006164801,0.010093671,0.00009313403,0.0000029760897,0.0000029922803,0.000033194472,0.01051936,0.9734829,0.0000075405546,0.0048505194,0.0002158518],"about_ca_topic_score_codex":0.000009895647,"about_ca_topic_score_gemma":0.000012459014,"teacher_disagreement_score":0.018124443,"about_ca_system_score_codex":0.00007893272,"about_ca_system_score_gemma":0.000010536792,"threshold_uncertainty_score":0.5696414},"labels":[],"label_agreement":null},{"id":"W2510672344","doi":"10.1007/978-94-024-0904-8_4","title":"Ageing Management of Concrete Structures of NPPs","year":2016,"lang":"en","type":"book-chapter","venue":"RILEM state-of-the-art reports","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Safety Commission","funders":"","keywords":"Nuclear power; Subject (documents); Forensic engineering; Engineering; Nuclear power plant; Architectural engineering; Construction engineering; Computer science; Library science","score_opus":0.008731253578072824,"score_gpt":0.20238691330798533,"score_spread":0.1936556597299125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2510672344","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4182317,0.0019404757,0.0008569071,0.000051828585,0.0060898745,0.0025326149,0.00057755184,0.00019581393,0.5695233],"genre_scores_gemma":[0.95539063,0.00023697881,0.00024863967,0.000007866115,0.000032515065,0.000008262323,0.000009577791,0.000076967895,0.043988567],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99739546,0.000025185245,0.0014683028,0.00031778275,0.0005793382,0.00021391624],"domain_scores_gemma":[0.9970877,0.000080002654,0.0011580916,0.001429765,0.00018149454,0.00006293472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030532142,0.0003410356,0.0007512251,0.0000867643,0.0000332029,0.0000054855764,0.00029425314,0.00016112358,0.00040874546],"category_scores_gemma":[0.000035124005,0.00022202644,0.0005070598,0.00006216976,0.00026414133,0.000044446253,0.00029925184,0.00021636675,0.0000020885152],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00071259827,0.000051332117,0.015965635,0.06771584,0.0063953395,0.002656722,0.004447488,0.008285736,0.36861584,0.16488907,0.046518534,0.3137459],"study_design_scores_gemma":[0.00160048,0.0002471029,0.027473543,0.013115544,0.0015801642,0.00030131516,0.0000772974,0.00039659397,0.47305435,0.11116818,0.36862576,0.0023596683],"about_ca_topic_score_codex":0.000015643294,"about_ca_topic_score_gemma":0.000015333884,"teacher_disagreement_score":0.53715897,"about_ca_system_score_codex":0.00006765018,"about_ca_system_score_gemma":0.00005986494,"threshold_uncertainty_score":0.90539753},"labels":[],"label_agreement":null},{"id":"W2513875234","doi":"10.1149/ma2016-02/13/1335","title":"Combined Numerical and Experimental Approach to Study the Effect of External SS316 Cathode on the Localized Corrosion in AA7050-T7451 Galvanically Coupled with SS316 Under Atmospheric Conditions","year":2016,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Crevice corrosion; Corrosion; Galvanic cell; Materials science; Cathode; Alloy; Metallurgy; Galvanic corrosion; Electrolyte; Composite material; Chemistry; Electrode","score_opus":0.012161458829256604,"score_gpt":0.24540335439874175,"score_spread":0.23324189556948516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2513875234","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951227,0.000050777668,0.002623446,0.00010668793,0.00009759843,0.0010224971,0.0000051415323,0.000084500294,0.0008867009],"genre_scores_gemma":[0.9991986,0.0000023314622,0.0005153736,0.000068625886,0.00001927826,0.00014863415,0.0000018072702,0.00003270601,0.000012616518],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983854,0.000271626,0.00044801293,0.00030554086,0.00032436842,0.00026504017],"domain_scores_gemma":[0.99772316,0.0016363788,0.00009634892,0.0003941269,0.000031801366,0.00011819558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009746701,0.0002422594,0.00033391474,0.000015801985,0.00012713445,0.00003868044,0.00021552909,0.0000624161,0.00003731398],"category_scores_gemma":[0.0002583139,0.00011172719,0.00004744296,0.00019833865,0.00011393413,0.000048845428,0.000057842753,0.00022745838,0.000010752543],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013193655,0.00046697163,0.025567606,0.000035370515,0.00002649674,0.00001233502,0.0015204386,0.10816552,0.86251146,0.000026157866,0.000084769046,0.00026350937],"study_design_scores_gemma":[0.011012332,0.0046320492,0.35303906,0.0006919581,0.00011383938,0.000035185672,0.0026819846,0.086702295,0.54021853,0.000054468528,0.00003518386,0.00078312895],"about_ca_topic_score_codex":0.000073187475,"about_ca_topic_score_gemma":0.000009771956,"teacher_disagreement_score":0.32747144,"about_ca_system_score_codex":0.000091776456,"about_ca_system_score_gemma":0.000015651302,"threshold_uncertainty_score":0.45561028},"labels":[],"label_agreement":null},{"id":"W2514047477","doi":"10.1007/s10921-016-0369-1","title":"The Use of Acoustic Emission Intensity Analysis for the Assessment of Cover Crack Growth in Corroded Concrete Structures","year":2016,"lang":"en","type":"article","venue":"Journal of Nondestructive Evaluation","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Solid mechanics; Cover (algebra); Materials science; Intensity (physics); Concrete cover; Acoustics; Structural engineering; Forensic engineering; Corrosion; Composite material; Engineering; Optics; Physics; Mechanical engineering","score_opus":0.062240568868445326,"score_gpt":0.32551144348114536,"score_spread":0.26327087461270005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514047477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83566695,0.00006511661,0.16351432,0.000118594755,0.0003161716,0.00028635946,0.000019467474,0.0000033526292,0.000009642217],"genre_scores_gemma":[0.9982646,0.00007987022,0.0015902164,0.000009213558,0.000035176086,0.000005571609,0.0000015442366,0.000007374027,0.000006439494],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9984451,0.00019742444,0.0006459941,0.000090894646,0.00051752466,0.00010307666],"domain_scores_gemma":[0.9952444,0.0022347984,0.00052102713,0.00019639372,0.0017668229,0.00003658191],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017756821,0.000102029706,0.0003205757,0.00014351029,0.000052736403,0.00001839929,0.00014906916,0.000058111676,0.000054802316],"category_scores_gemma":[0.002544363,0.000047855377,0.00020098605,0.00031275922,0.00011231288,0.00022527997,0.000023737699,0.00013336891,9.964885e-8],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008222971,0.000009115775,0.15842728,0.00006290681,0.0005531376,6.8107073e-7,0.0004569362,0.1442213,0.68259746,0.00026361138,0.00045409115,0.012131159],"study_design_scores_gemma":[0.00087239296,0.00010249572,0.6090642,0.000047967467,0.0005584686,0.000004191492,0.00015309411,0.3718266,0.015401515,0.0018941257,0.000017461216,0.0000574862],"about_ca_topic_score_codex":0.000010741492,"about_ca_topic_score_gemma":0.000015910044,"teacher_disagreement_score":0.667196,"about_ca_system_score_codex":0.00024615496,"about_ca_system_score_gemma":0.00013823895,"threshold_uncertainty_score":0.30460238},"labels":[],"label_agreement":null},{"id":"W2517031863","doi":"10.1016/j.conbuildmat.2016.08.101","title":"Practical use of the Stiffness Damage Test (SDT) for assessing damage in concrete infrastructure affected by alkali-silica reaction","year":2016,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Université Laval; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Alkali–aggregate reaction; Alkali–silica reaction; Aggregate (composite); Test (biology); Computer science; Test method; Reliability engineering; Engineering; Materials science; Mathematics; Composite material; Geology; Statistics","score_opus":0.01695170489703794,"score_gpt":0.26375571356955424,"score_spread":0.2468040086725163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2517031863","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948632,0.000007313789,0.0032936945,0.00021314877,0.00094964757,0.00036595404,0.0001812436,0.00010622267,0.000019557696],"genre_scores_gemma":[0.9964105,0.00002878465,0.0034213185,0.000022539958,0.000052494564,0.00002109387,0.000009206828,0.000020645995,0.000013451101],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990093,0.00011385413,0.00036963684,0.00022240955,0.00010411713,0.00018065341],"domain_scores_gemma":[0.99886155,0.00063596317,0.0001372031,0.00023279768,0.00007689793,0.000055576445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027238418,0.0001612836,0.0002715905,0.000066896,0.00008253733,0.00013094666,0.00006868102,0.00015389168,0.00007828104],"category_scores_gemma":[0.0012569777,0.00010716104,0.000037898073,0.00014115947,0.00021487985,0.0005087502,0.000049442307,0.000089019435,4.6776486e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034116605,0.0000025593256,0.0039171316,0.00009650626,0.0000052852956,3.5535e-7,0.00002153798,0.0000034236325,0.9903026,0.00034558383,0.00061171665,0.0046591596],"study_design_scores_gemma":[0.0008750326,0.000014968475,0.08084564,0.00021400736,0.000025600537,0.000031295895,0.000067394896,0.0004170554,0.91455376,0.00016606979,0.0026160378,0.00017314135],"about_ca_topic_score_codex":0.000016798,"about_ca_topic_score_gemma":0.0000047814483,"teacher_disagreement_score":0.07692851,"about_ca_system_score_codex":0.00007000927,"about_ca_system_score_gemma":0.000032002794,"threshold_uncertainty_score":0.43699002},"labels":[],"label_agreement":null},{"id":"W2520545740","doi":"10.1680/jfoen.16.00006","title":"Investigating rock anchorage failure at major road cut in Wales","year":2016,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Forensic Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"Doosan Heavy Industries and Construction","keywords":"Corrosion; Forensic engineering; Engineering; Mining engineering; Metallurgy; Materials science","score_opus":0.0067889396222981105,"score_gpt":0.18067415245668553,"score_spread":0.1738852128343874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2520545740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943325,0.0002910064,0.003155331,0.0001745666,0.0005171819,0.00029624943,0.000018499783,0.00029060073,0.0009240988],"genre_scores_gemma":[0.9988407,0.000033718337,0.00092895166,0.000008824034,0.00006195007,0.00002734918,0.0000015028097,0.00004175326,0.000055272198],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984148,0.00000356721,0.0006255366,0.00024572006,0.00033666956,0.00037367948],"domain_scores_gemma":[0.99933976,0.00006671827,0.0001234459,0.00021002704,0.00014551278,0.00011455067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027155835,0.0003068599,0.00040227085,0.00026672546,0.00004658157,0.000013363779,0.000355602,0.00015909367,0.000025234525],"category_scores_gemma":[0.0006275108,0.0002243487,0.00016636253,0.00060518127,0.00011215013,0.00040838818,0.00013932183,0.00022967294,0.000004289425],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013115444,0.000014073717,0.010109283,0.0011115698,0.000040892093,6.95825e-7,0.00059035036,0.18247966,0.7979568,0.005271139,0.0009707258,0.00144165],"study_design_scores_gemma":[0.0015837273,0.000054043463,0.023531038,0.0028928847,0.000054235843,0.00003523656,0.00018498834,0.1396684,0.82924813,0.0003143358,0.0017079437,0.00072501355],"about_ca_topic_score_codex":0.000014796837,"about_ca_topic_score_gemma":0.00010955098,"teacher_disagreement_score":0.042811252,"about_ca_system_score_codex":0.0003209558,"about_ca_system_score_gemma":0.000029154435,"threshold_uncertainty_score":0.9148674},"labels":[],"label_agreement":null},{"id":"W2521944636","doi":"10.4028/www.scientific.net/kem.711.390","title":"Lessons Learned from the Treat Island Marine Exposure Site","year":2016,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Corrosion; Air entrainment; Ettringite; Chloride; Environmental science; Reinforcement; Cement; Materials science; Geotechnical engineering; Composite material; Geology; Metallurgy; Portland cement","score_opus":0.01997255146557744,"score_gpt":0.20964037913758599,"score_spread":0.18966782767200854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2521944636","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99331254,0.00012053885,0.003088223,0.0009692529,0.0009925104,0.0001376509,0.00035753945,0.0006396863,0.00038207864],"genre_scores_gemma":[0.99870735,0.00021034387,0.00018920466,0.000031971547,0.00033083215,0.0000331268,0.000034933586,0.000053467465,0.0004087477],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909264,0.00003270507,0.00025781535,0.00021774851,0.000120942765,0.00027813343],"domain_scores_gemma":[0.99909556,0.00027248004,0.000022515753,0.00050960894,0.00002104912,0.00007881047],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001883889,0.00022293691,0.00025580745,0.00003072309,0.000042319443,0.000085385946,0.00019467864,0.0000965915,0.0025773523],"category_scores_gemma":[0.00013254634,0.00012936142,0.000057993388,0.00007377478,0.00002149314,0.00009810352,0.0000921672,0.00006645212,0.00027638456],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016858936,0.0000031996149,0.00067266845,0.00002484779,0.000015595768,0.0000044270478,0.0001551757,0.00060867396,0.99126536,0.00013051098,0.0014314476,0.0056712655],"study_design_scores_gemma":[0.0019029545,0.000059865142,0.07204061,0.00024011228,0.00007569643,0.000012833584,0.000027082246,0.0016909832,0.84469897,0.00053778826,0.07781309,0.0009000372],"about_ca_topic_score_codex":0.00007274813,"about_ca_topic_score_gemma":0.000039779756,"teacher_disagreement_score":0.14656639,"about_ca_system_score_codex":0.000051259372,"about_ca_system_score_gemma":0.0000072507332,"threshold_uncertainty_score":0.9983344},"labels":[],"label_agreement":null},{"id":"W2522598998","doi":"10.4028/www.scientific.net/kem.710.451","title":"Recent Development of Codes for Design of Aluminum Structures in Canada","year":2016,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Welding; Bridge (graph theory); Friction stir welding; Code (set theory); Engineering; Aluminium; Eurocode; Construction engineering; Structural engineering; Mechanical engineering; Computer science; Materials science; Metallurgy; Programming language","score_opus":0.016888531699963603,"score_gpt":0.19632503067547968,"score_spread":0.17943649897551608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2522598998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9497365,0.00009596355,0.049279254,0.000009857446,0.0005301351,0.00023497552,0.00007178464,0.000034926263,0.000006644929],"genre_scores_gemma":[0.9826684,0.000042979013,0.01721241,0.000001996664,0.000013203509,0.00003558101,0.0000036784181,0.000018093453,0.0000036729725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992358,0.000011054764,0.00041340035,0.000090261194,0.00008807109,0.00016139279],"domain_scores_gemma":[0.99961936,0.0001406491,0.0000359718,0.00012950048,0.000039048286,0.000035480847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019462759,0.00010845692,0.00026452125,0.00005100228,0.0000057141287,0.0000033971623,0.00009278232,0.000035067194,0.00013046371],"category_scores_gemma":[0.00012075775,0.00008460324,0.000012771843,0.00005194194,0.000007203639,0.000027475622,0.000016497494,0.000014732645,3.699947e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023311824,0.0000016982773,0.00007380346,0.00022594117,0.000008548275,3.272733e-7,0.00009727646,0.0144033935,0.9801994,0.000056978624,0.00009218685,0.0048171156],"study_design_scores_gemma":[0.000295574,0.000008239754,0.0043250327,0.00009848878,0.0000029264215,4.6511815e-7,0.000012833749,0.0009802965,0.99264294,0.000024144076,0.0014985702,0.00011051384],"about_ca_topic_score_codex":0.0031176007,"about_ca_topic_score_gemma":0.008191465,"teacher_disagreement_score":0.032931928,"about_ca_system_score_codex":0.00020997971,"about_ca_system_score_gemma":0.0001783585,"threshold_uncertainty_score":0.47129002},"labels":[],"label_agreement":null},{"id":"W2522876796","doi":"10.4028/www.scientific.net/kem.711.607","title":"Achieving Concrete Durability in Chloride Exposures","year":2016,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Durability; Service life; Concrete cover; Curing (chemistry); Chloride; Corrosion; Structural engineering; Materials science; Forensic engineering; Computer science; Engineering; Composite material; Metallurgy","score_opus":0.006441098738612657,"score_gpt":0.17798805462877734,"score_spread":0.1715469558901647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2522876796","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950081,0.000088632085,0.0021049518,0.000098065306,0.0014284214,0.00021178911,0.000039745122,0.00077998807,0.0002403213],"genre_scores_gemma":[0.9992099,0.000059464648,0.00041676272,0.000014895642,0.0001470635,0.000059927657,0.0000038021374,0.00005066061,0.000037567614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99862087,0.000037004662,0.00050948747,0.0002739741,0.00014178424,0.0004168545],"domain_scores_gemma":[0.99918616,0.00021898758,0.000027960354,0.00042856592,0.000025382657,0.00011295633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005375161,0.00025343307,0.00037623208,0.00011599676,0.000021153328,0.00005169479,0.00019585865,0.000117670956,0.0005986153],"category_scores_gemma":[0.00040818856,0.00019860498,0.000057293433,0.00013542867,0.000029795834,0.00021295057,0.000060763014,0.00008301292,0.00008971691],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002361454,0.0000013905769,0.0022170765,0.00012682071,0.0000059184217,0.0000068848212,0.0000886218,0.0006452045,0.9961265,0.00022916142,0.00006581086,0.00046304823],"study_design_scores_gemma":[0.0006444607,0.000024062161,0.0713315,0.00022488955,0.00000621116,0.000008281146,0.000010283286,0.0004597317,0.92372453,0.000040574992,0.0030941467,0.00043132924],"about_ca_topic_score_codex":0.00002040767,"about_ca_topic_score_gemma":0.0000049164555,"teacher_disagreement_score":0.07240192,"about_ca_system_score_codex":0.00015995957,"about_ca_system_score_gemma":0.000012297865,"threshold_uncertainty_score":0.8098876},"labels":[],"label_agreement":null},{"id":"W2551298286","doi":"10.1177/1369433216678864","title":"Acoustic emission monitoring for bond integrity evaluation of reinforced concrete under pull-out tests","year":2016,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Materials science; Cracking; Composite material; Concrete cover; Bond strength; Rebar; Structural engineering; Reinforced concrete; Acoustics; Engineering","score_opus":0.02349224829764966,"score_gpt":0.30736635200221546,"score_spread":0.2838741037045658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2551298286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94760686,0.0014070882,0.049004264,0.000013973828,0.0013189822,0.0003630183,0.00001532025,0.00016380928,0.000106699896],"genre_scores_gemma":[0.9964538,0.00012027236,0.0032348512,0.0000021046387,0.000092988914,0.000049830214,0.000004214974,0.000026554797,0.000015355732],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988465,0.000010852625,0.0003892121,0.00019900136,0.0002876438,0.000266828],"domain_scores_gemma":[0.9991269,0.00037409467,0.00005342301,0.00022503344,0.00014889809,0.00007162172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003552684,0.00019417437,0.0002489795,0.00009618301,0.000024613413,0.000011480907,0.00014605408,0.00009775062,0.000023090222],"category_scores_gemma":[0.00074715045,0.00014777199,0.000064542495,0.0001329175,0.000029062567,0.0004665649,0.00003135866,0.00014904574,8.9962754e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020487481,1.4498401e-7,0.0008005929,0.00015973534,0.0000048732454,2.4243135e-7,0.00008132399,0.26741776,0.7101503,0.00023267567,0.000003195402,0.021128695],"study_design_scores_gemma":[0.0012663545,0.000038222603,0.005179785,0.0004906406,0.0000273356,0.0000036519175,0.00008106487,0.6777342,0.31417894,0.0005244466,0.00016395825,0.00031138692],"about_ca_topic_score_codex":0.000002629559,"about_ca_topic_score_gemma":0.0000046876494,"teacher_disagreement_score":0.41031647,"about_ca_system_score_codex":0.0002808894,"about_ca_system_score_gemma":0.000024647119,"threshold_uncertainty_score":0.60259664},"labels":[],"label_agreement":null},{"id":"W2555972729","doi":"10.1061/(asce)mt.1943-5533.0001811","title":"Bond Loss between Metakaolin-Incorporated Structural Lightweight Self-Consolidating Concrete and Corroded Steel Reinforcement","year":2016,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Rebar; Materials science; Reinforcement; Corrosion; Metakaolin; Composite material; Self-consolidating concrete; Bond strength; Cementitious; Steel bar; Chloride; Penetration (warfare); Fly ash; Durability; Bond; Metallurgy; Cement; Compressive strength; Adhesive","score_opus":0.009596556212945861,"score_gpt":0.2084113640247134,"score_spread":0.19881480781176755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2555972729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954455,0.00022582077,0.0027735087,0.000055631284,0.0011062319,0.00015614333,0.000027564782,0.00012543699,0.00008414496],"genre_scores_gemma":[0.9971994,0.00014543996,0.00229528,0.0000103283555,0.000286464,0.0000045234588,0.0000028316842,0.000044240198,0.000011470789],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980121,0.000047426005,0.0011619389,0.00016750795,0.00025993146,0.00035108527],"domain_scores_gemma":[0.99895,0.00027708823,0.00027189974,0.00020802794,0.00011206435,0.00018090889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00088835723,0.0002910011,0.0006833409,0.00024706958,0.000032777665,0.00008254417,0.00019785405,0.00013431883,0.00014710632],"category_scores_gemma":[0.00019604678,0.00021097579,0.00006832109,0.0001561587,0.000031437976,0.00041029457,0.00007667039,0.00018857115,0.000004503499],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054139437,0.0000014374109,0.0041374094,0.00028748228,0.00008829639,0.00006170431,0.0002897025,0.004811249,0.98957336,0.00016384588,0.000085330226,0.0004460196],"study_design_scores_gemma":[0.003549382,0.00017776278,0.013164606,0.0010378956,0.0001202033,0.00024657891,0.000050293937,0.009385765,0.9699626,0.00016061912,0.0013932576,0.00075101183],"about_ca_topic_score_codex":0.000004092613,"about_ca_topic_score_gemma":0.0000051063644,"teacher_disagreement_score":0.019610759,"about_ca_system_score_codex":0.00018898307,"about_ca_system_score_gemma":0.00003740415,"threshold_uncertainty_score":0.8603343},"labels":[],"label_agreement":null},{"id":"W2557717136","doi":"10.1177/1475921716681460","title":"Application of acoustic emission monitoring for assessment of bond performance of corroded reinforced concrete beams","year":2016,"lang":"en","type":"article","venue":"Structural Health Monitoring","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Corrosion; Materials science; Cracking; Reinforced concrete; Bond strength; Bond; Composite material; Structural engineering; Beam (structure); Adhesive; Engineering","score_opus":0.021324399343668685,"score_gpt":0.3172366785669044,"score_spread":0.2959122792232357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557717136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98461694,0.00015868097,0.013495943,0.000018788716,0.0010462863,0.0005322561,0.000035859244,0.00006869974,0.000026557156],"genre_scores_gemma":[0.993466,0.00013609651,0.0061511644,0.0000010392715,0.00016183029,0.000039298557,0.0000049347227,0.000021964415,0.000017680879],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99853104,0.000016653374,0.0007529152,0.00017844357,0.00024903464,0.000271937],"domain_scores_gemma":[0.9988606,0.00017499879,0.00032168525,0.000327946,0.00019628792,0.00011850543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027411297,0.00015847078,0.0004036014,0.00007330983,0.00007032718,0.000003553537,0.00015262357,0.00008086947,0.0000036529889],"category_scores_gemma":[0.000056123514,0.00012230307,0.00007786923,0.00013651363,0.000052630796,0.00014065964,0.000035954115,0.0000946476,1.6568626e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005632518,4.1585108e-7,0.054373864,0.0018453596,0.0000069716066,2.8774965e-8,0.00016557807,0.0031494785,0.9066087,0.00003775153,0.000004587004,0.03375091],"study_design_scores_gemma":[0.00073767133,0.00025165293,0.10480097,0.00066879037,0.000012231723,0.0000011534362,0.00013846239,0.08714455,0.80606997,0.000016400789,0.000016500411,0.00014162077],"about_ca_topic_score_codex":0.00004437327,"about_ca_topic_score_gemma":2.6795286e-7,"teacher_disagreement_score":0.10053874,"about_ca_system_score_codex":0.0002192178,"about_ca_system_score_gemma":0.000084283165,"threshold_uncertainty_score":0.49873745},"labels":[],"label_agreement":null},{"id":"W2559239040","doi":"10.5339/qfarc.2016.eepp2836","title":"Determining the Threshold Temperature for Chloride Stress Corrosion Cracking Using a Laboratory Simulation of Field Conditions in Qatar","year":2016,"lang":"en","type":"article","venue":"Qatar Foundation Annual Research Conference Proceedings Volume 2016 Issue 1","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Professional Engineers Ontario","funders":"","keywords":"Corrosion; Stress corrosion cracking; Chloride; Cracking; Submarine pipeline; Metallurgy; Humidity; Materials science; Stress (linguistics); Environmental science; Welding; Ultimate tensile strength; Seawater; Petrochemical; Composite material; Geotechnical engineering; Environmental engineering; Geology","score_opus":0.04948470180676039,"score_gpt":0.3578671324806123,"score_spread":0.3083824306738519,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2559239040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926327,0.000033854652,0.0049366388,0.0005851471,0.00027579945,0.0009360336,0.00031362672,0.00009278051,0.00019344347],"genre_scores_gemma":[0.99916464,0.000056801313,0.00014987889,0.000035327117,0.0001647721,0.00010137366,0.000041622035,0.000030913594,0.0002546778],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981064,0.000041548446,0.00048675903,0.00036342154,0.0005446953,0.0004571555],"domain_scores_gemma":[0.99603426,0.0007868812,0.00011215498,0.00023844338,0.0027162726,0.000111977635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013028177,0.00019345552,0.0002481349,0.00029798475,0.00026436013,0.00018620005,0.00037514896,0.00018353929,0.00046090788],"category_scores_gemma":[0.0027648786,0.0001393472,0.00005537405,0.000513836,0.00020775813,0.0012042128,0.00011431228,0.0003580645,0.000033120825],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007302294,0.00016212992,0.12200766,0.0011674317,0.000031711075,0.000002603718,0.012031046,0.0039792988,0.8257204,0.0026335088,0.0077100876,0.023823844],"study_design_scores_gemma":[0.0028928306,0.00059944397,0.017798949,0.0029112182,0.000037079724,0.0000019602335,0.007302865,0.7680453,0.16228819,0.0018303385,0.03542241,0.0008694035],"about_ca_topic_score_codex":0.000040104635,"about_ca_topic_score_gemma":0.00008029357,"teacher_disagreement_score":0.76406604,"about_ca_system_score_codex":0.00022473834,"about_ca_system_score_gemma":0.00022173721,"threshold_uncertainty_score":0.5682414},"labels":[],"label_agreement":null},{"id":"W2567846306","doi":"10.1139/cjce-2015-0333","title":"Local bond stress-slip model for reinforced concrete joints and anchorages with moderate confinement","year":2017,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Structural engineering; Monotonic function; Materials science; Reinforced concrete; Slip (aerodynamics); Envelope (radar); Constitutive equation; Geotechnical engineering; Engineering; Mathematics; Finite element method","score_opus":0.013727617636061198,"score_gpt":0.1992675645899564,"score_spread":0.1855399469538952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2567846306","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3762599,0.00069068396,0.6209996,0.0001896782,0.0003849924,0.0002521406,0.00010036912,0.000040242434,0.0010824213],"genre_scores_gemma":[0.99880356,0.000033561122,0.0009549895,0.000027368078,0.00006574735,0.0000068840227,0.000002616554,0.00003465609,0.00007064922],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991668,0.0000031270713,0.00028848855,0.000109803295,0.00010788211,0.0003239413],"domain_scores_gemma":[0.9988684,0.00003513155,0.000090238515,0.00025150625,0.00014805952,0.0006066841],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018621144,0.00018301244,0.0002931247,0.0001269562,0.00015821795,0.00019090237,0.00018531393,0.000069099544,0.00003231762],"category_scores_gemma":[0.000096613716,0.0001697739,0.000058331752,0.000025532832,0.00007239121,0.00025291872,0.000011333023,0.0002025622,4.255419e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031875712,1.8930957e-7,0.00019170567,0.00015746515,0.000040406514,0.000034634482,0.00028679572,0.99560696,0.00196905,0.0003861511,0.000722403,0.0005723775],"study_design_scores_gemma":[0.0008875055,0.00006492953,0.00044690986,0.0002158018,0.000026862275,0.0000429898,0.000052873354,0.99395996,0.0032605205,0.000023796176,0.0008061904,0.00021168168],"about_ca_topic_score_codex":0.00015187818,"about_ca_topic_score_gemma":0.019115454,"teacher_disagreement_score":0.62254363,"about_ca_system_score_codex":0.00010302547,"about_ca_system_score_gemma":0.00022152821,"threshold_uncertainty_score":0.9987831},"labels":[],"label_agreement":null},{"id":"W2588921932","doi":"10.5006/c2003-03294","title":"The Ministry of Transportation of Ontario’S Experience with Electrochemical Chloride Extraction (ECE) 1989-2002","year":2003,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Christian ministry; Chloride; Extraction (chemistry); Electrochemistry; Environmental science; Materials science; Metallurgy; Political science; Chemistry; Electrode; Chromatography","score_opus":0.006900377737561958,"score_gpt":0.2074188612612044,"score_spread":0.20051848352364243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588921932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98752826,0.00003261738,0.0066247014,0.000007711111,0.00006070419,0.00006593298,9.633817e-7,0.000031583506,0.005647508],"genre_scores_gemma":[0.9990815,0.000011604648,0.00041904135,0.000004032193,0.000003976175,0.000009405428,0.0000023206599,0.000005277731,0.00046286726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950945,0.000005597785,0.00019747547,0.000080304104,0.000113784336,0.000093360744],"domain_scores_gemma":[0.9996986,0.000056443303,0.00003117927,0.000144164,0.000040282866,0.000029339215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059113812,0.00006543358,0.00008788218,0.00000990314,0.000021366992,0.0000040447785,0.00004926877,0.000037192665,0.00030551697],"category_scores_gemma":[0.000014774115,0.000044789344,0.000031967415,0.000078621924,0.000046733036,0.000053387095,6.884299e-7,0.000081999104,9.633991e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020329068,0.000029904264,0.014615606,0.00004872002,0.000012065489,9.716457e-7,0.0043146703,0.00023588908,0.9785591,0.0012230718,0.0000727456,0.0006839655],"study_design_scores_gemma":[0.00015684373,0.0000429638,0.010902639,0.000007688235,0.000007082603,0.000003400199,0.00047397066,0.00026049907,0.9833881,0.00001728609,0.0046755145,0.00006397866],"about_ca_topic_score_codex":0.0003468613,"about_ca_topic_score_gemma":0.0058403076,"teacher_disagreement_score":0.011553196,"about_ca_system_score_codex":0.000054222757,"about_ca_system_score_gemma":0.000051209492,"threshold_uncertainty_score":0.33451965},"labels":[],"label_agreement":null},{"id":"W2593192050","doi":"10.1617/s11527-017-1010-1","title":"The steel–concrete interface","year":2017,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":268,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Documentation; Solid mechanics; Durability; Interface (matter); Construction engineering; Computer science; Structural engineering; Engineering; Forensic engineering; Materials science; Composite material; Database","score_opus":0.01038803484239661,"score_gpt":0.23616357752963946,"score_spread":0.22577554268724284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593192050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99677926,0.0003919734,0.000019679743,0.00012150844,0.0011799412,0.00006433114,0.000019036841,0.00006189149,0.0013623912],"genre_scores_gemma":[0.99963516,0.00010040558,0.00003904827,0.000013733465,0.000085423264,0.0000036508866,7.5114366e-7,0.000008057542,0.0001137571],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996375,0.000015138782,0.000104570274,0.00008344297,0.00004572959,0.000113634596],"domain_scores_gemma":[0.99956304,0.000027545891,0.00002553741,0.00033832455,0.000010610587,0.00003494807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000105143954,0.00008128128,0.00010035671,0.0000053590447,0.00039105854,0.0005442401,0.00017339509,0.00003699674,0.00015693647],"category_scores_gemma":[0.000053021802,0.000048249014,0.0000143359775,0.0000042230918,0.00009414301,0.000056611443,0.000075411306,0.0000383904,0.000004613963],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024008412,8.133178e-8,0.00018109372,0.0000344689,0.000008468434,0.00000158314,0.00016025569,0.000007534511,0.9872492,0.0021825205,0.0009983609,0.009152456],"study_design_scores_gemma":[0.0002695462,0.000021050622,0.09971105,0.000013982623,0.0000091615575,0.000014193297,0.000085859276,0.00022497866,0.86222404,0.004330733,0.032899823,0.0001955519],"about_ca_topic_score_codex":0.000022966857,"about_ca_topic_score_gemma":0.000013673566,"teacher_disagreement_score":0.1250251,"about_ca_system_score_codex":0.000005247521,"about_ca_system_score_gemma":0.0000025095487,"threshold_uncertainty_score":0.524812},"labels":[],"label_agreement":null},{"id":"W2593868321","doi":"10.5006/c2011-11120","title":"Sulfur Corrosion Due to Oxygen Ingress","year":2011,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Devon Energy (Canada)","funders":"","keywords":"Corrosion; Oxygen; Sulfur; Materials science; Metallurgy; Chemistry","score_opus":0.02576437547594799,"score_gpt":0.21259593755147407,"score_spread":0.1868315620755261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593868321","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90011954,0.000031316624,0.022847304,0.00003604489,0.00060332724,0.00014383178,0.000003155038,0.0006115364,0.07560392],"genre_scores_gemma":[0.9974675,0.0000035140547,0.0016046121,0.00020578006,0.00002588133,0.000010692554,0.0000015277669,0.000015370872,0.0006651201],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949414,0.0000091337215,0.00012856614,0.0001281739,0.000078752084,0.00016123397],"domain_scores_gemma":[0.999555,0.000017536157,0.000005980573,0.00025026946,0.000029182378,0.00014205479],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008379279,0.00009056844,0.00010548868,0.0000440058,0.000026415719,0.000012106556,0.000119883785,0.000045692384,0.002196141],"category_scores_gemma":[0.00002992889,0.000078803,0.000035082965,0.00011961705,0.000009592211,0.00005800977,0.000053617834,0.000065314256,0.0006680807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018052105,0.00009298457,0.021905722,0.00020582552,0.000013474548,0.00009894488,0.009432052,0.00056841935,0.7852898,0.0052251695,0.08779331,0.08919375],"study_design_scores_gemma":[0.00088065787,0.00022504611,0.189193,0.000085749176,0.000022178347,0.000047108642,0.00069868844,0.021575304,0.72307545,0.0008548251,0.062116455,0.0012255403],"about_ca_topic_score_codex":0.00004834867,"about_ca_topic_score_gemma":0.00007257917,"teacher_disagreement_score":0.16728728,"about_ca_system_score_codex":0.000026635744,"about_ca_system_score_gemma":0.000005308587,"threshold_uncertainty_score":0.998716},"labels":[],"label_agreement":null},{"id":"W2594077360","doi":"10.1061/(asce)is.1943-555x.0000360","title":"Assessment of Corroded Rock Bolts with Pulse Echo Tests","year":2017,"lang":"en","type":"article","venue":"Journal of Infrastructure Systems","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Echo (communications protocol); Engineering; Forensic engineering; Geology; Pulse (music); Geotechnical engineering; Environmental science; Structural engineering; Computer science; Computer security; Electrical engineering","score_opus":0.007360410028469502,"score_gpt":0.2503733591273896,"score_spread":0.24301294909892013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594077360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9801404,0.00023505859,0.012141604,0.000027443186,0.0021371413,0.00018753535,0.000016330152,0.000029933863,0.0050845435],"genre_scores_gemma":[0.9987721,0.000019751738,0.00089981605,0.0000067411383,0.00023446875,0.0000017711229,8.478892e-7,0.000021058126,0.000043485375],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.998668,0.00003799505,0.0006240892,0.00009843515,0.0004058972,0.00016557451],"domain_scores_gemma":[0.99821866,0.000042746786,0.0006908801,0.0005348155,0.00036680256,0.00014607835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032421006,0.00017309717,0.00049950095,0.00009476527,0.00008963312,0.00011413366,0.00040369073,0.00010418283,0.00006502332],"category_scores_gemma":[0.00012739352,0.00011628956,0.00010087473,0.000057768917,0.00003596366,0.00026340625,0.000036209225,0.00036055563,0.0000012864034],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013930103,0.00003836223,0.4948141,0.0013074417,0.00025673048,0.00014369292,0.0006652758,0.27486062,0.21557209,0.00031016523,0.0064605246,0.0054316935],"study_design_scores_gemma":[0.0014785767,0.00033683775,0.9552389,0.00064348115,0.00006394341,0.00066112535,0.0003317434,0.036516227,0.0031835423,0.00006819359,0.0012268027,0.0002506408],"about_ca_topic_score_codex":0.00001700957,"about_ca_topic_score_gemma":0.00001215449,"teacher_disagreement_score":0.4604248,"about_ca_system_score_codex":0.000117237476,"about_ca_system_score_gemma":0.00011447379,"threshold_uncertainty_score":0.47421506},"labels":[],"label_agreement":null},{"id":"W2599234775","doi":"10.1007/bf02481594","title":"Performance of RC frames with hybrid reinforcement under reversed cyclic loading","year":2005,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Reinforcement; Ductility (Earth science); Materials science; Carbonation; Dissipation; Corrosion; Beam (structure); Joint (building); Seismic analysis; Solid mechanics; Reinforced concrete; Composite material; Engineering; Creep","score_opus":0.00667464592537916,"score_gpt":0.19358118597456034,"score_spread":0.18690654004918117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2599234775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99906695,0.00008096052,0.00012438925,0.000020770804,0.00012094838,0.00007978626,0.00000994642,0.00004929692,0.00044696947],"genre_scores_gemma":[0.99935377,0.00006736302,0.00044019966,0.00004171037,0.00004828423,0.0000029524995,0.0000048891725,0.000008869234,0.000031965614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955994,0.0000076065285,0.00016119664,0.00008601364,0.000077383695,0.00010788396],"domain_scores_gemma":[0.9997939,0.0000107880205,0.000027890977,0.00012074334,0.000013644429,0.000033053388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005127505,0.00009549344,0.00015556753,0.000024800229,0.00003377773,0.000026713526,0.000043513275,0.00002699309,0.000526437],"category_scores_gemma":[0.000004037481,0.000068803754,0.00001187745,0.000022862241,0.00003554214,0.00006902099,0.00001696063,0.000032075477,0.0000016091855],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009768086,0.0000018205109,0.0009724614,0.00027376268,0.000016641925,7.1526847e-7,0.00023424525,0.014101232,0.98059374,0.0004582694,0.00019360828,0.0030558011],"study_design_scores_gemma":[0.00033115124,0.00006575467,0.02065518,0.00003982929,0.000011728417,0.000009707057,0.000046075533,0.002824512,0.97486293,0.00008683676,0.0009267771,0.0001395304],"about_ca_topic_score_codex":0.000011419459,"about_ca_topic_score_gemma":0.000003259904,"teacher_disagreement_score":0.019682718,"about_ca_system_score_codex":0.000014417631,"about_ca_system_score_gemma":0.0000046303185,"threshold_uncertainty_score":0.5764116},"labels":[],"label_agreement":null},{"id":"W2605810203","doi":"10.1088/1361-665x/aa6e43","title":"On acoustic emission for damage detection and failure prediction in fiber reinforced polymer rods using pattern recognition analysis","year":2017,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Research Manitoba","keywords":"Fibre-reinforced plastic; Acoustic emission; Rod; Brittleness; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.013736066187363187,"score_gpt":0.23680072717508144,"score_spread":0.22306466098771824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605810203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967849,0.000015343572,0.0025254374,0.000011404266,0.0002987515,0.00017504064,0.0001293682,0.00003923528,0.0000205086],"genre_scores_gemma":[0.99974483,0.000009682943,0.00007076337,0.000010955249,0.00006939247,0.000010784153,0.000042759384,0.000010892658,0.000029930525],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994669,0.000022318443,0.0001761244,0.00016731302,0.00005656132,0.00011075934],"domain_scores_gemma":[0.9996905,0.000027867673,0.000054497297,0.0001659754,0.000018964847,0.00004224548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011744943,0.00011415226,0.00017883832,0.00010127658,0.00018962947,0.00016836007,0.0000332886,0.0001082498,0.00017299512],"category_scores_gemma":[0.000059092185,0.000097974815,0.000028263463,0.000033066077,0.000024351975,0.00013248142,0.000020893542,0.00004738369,4.2439427e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008898047,8.4068915e-7,0.0014092969,0.00011891449,0.000020737105,6.2771915e-7,0.00009178209,0.0010545163,0.9859831,0.0000021019575,0.00001275143,0.0112163685],"study_design_scores_gemma":[0.0008714267,0.00007973232,0.2548474,0.00008030108,0.00021934266,0.0000053021195,0.00005199048,0.13224104,0.61089694,0.00042263794,0.000031110147,0.00025275568],"about_ca_topic_score_codex":0.00014271779,"about_ca_topic_score_gemma":0.00020527825,"teacher_disagreement_score":0.37508613,"about_ca_system_score_codex":0.000020364329,"about_ca_system_score_gemma":0.0000030842862,"threshold_uncertainty_score":0.3995297},"labels":[],"label_agreement":null},{"id":"W2610328692","doi":"","title":"Achieving Worldwide Code Acceptance for the Use of Advanced Composite Materials to Strengthen Civil Structures","year":2016,"lang":"en","type":"article","venue":"Proceedings of the American Society for Composites: Thirty-First Technical Conference","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Acceptance testing; Durability; Engineering; Masonry; Construction engineering; Civil engineering; Aerospace; Bridge (graph theory); Forensic engineering; Computer science","score_opus":0.03672905815287001,"score_gpt":0.2585900104594266,"score_spread":0.22186095230655659,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2610328692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97109884,0.00008236276,0.02300162,0.002712176,0.00016588088,0.0019568456,0.0006325119,0.00030419414,0.000045572328],"genre_scores_gemma":[0.95930016,0.00014183909,0.039768443,0.0003524329,0.000046928628,0.0002952009,0.0000029121272,0.000052281677,0.00003978977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99808747,0.0000113613005,0.0007021401,0.0004286553,0.0003243933,0.00044600866],"domain_scores_gemma":[0.9963848,0.001937166,0.0004980434,0.00047734735,0.0005858203,0.00011684482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035387068,0.00035313723,0.00072376657,0.00003929998,0.00027329318,0.00010216111,0.0014104024,0.00007674248,0.000019902574],"category_scores_gemma":[0.0005680354,0.00019921755,0.0005967286,0.00045595516,0.0007595939,0.0002486714,0.0004262347,0.00018108648,8.992128e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034211393,0.000018247421,0.0014934617,0.00028339555,0.00007342547,1.5728633e-8,0.0003386813,0.00033113643,0.9861951,0.0018503639,0.0029527484,0.006121321],"study_design_scores_gemma":[0.001710144,0.0007420797,0.03588135,0.0015322192,0.0003750505,0.000008699346,0.00084512815,0.006208912,0.9178225,0.0014034129,0.032359768,0.0011107624],"about_ca_topic_score_codex":0.000019895568,"about_ca_topic_score_gemma":0.000033994853,"teacher_disagreement_score":0.068372615,"about_ca_system_score_codex":0.000120279336,"about_ca_system_score_gemma":0.000031456486,"threshold_uncertainty_score":0.8123856},"labels":[],"label_agreement":null},{"id":"W2612081345","doi":"","title":"Evaluation of Concretes Exposed to Sulfate Solutions for 38 Years","year":2015,"lang":"en","type":"dissertation","venue":"TSpace (University of Toronto)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Sulfate; Materials science; Metallurgy","score_opus":0.0506421925999911,"score_gpt":0.2847385658919385,"score_spread":0.23409637329194743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612081345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96998686,0.0011314205,0.0005804434,0.00003318389,0.0005265235,0.00077564776,0.00015254886,0.00008567715,0.026727686],"genre_scores_gemma":[0.99740666,0.00006183111,0.00083270785,0.0000014410392,0.000020317895,0.0000026275818,0.00027756844,0.000018754406,0.0013780678],"study_design_codex":"design_other","study_design_gemma":"qualitative","domain_scores_codex":[0.99907404,0.00005125678,0.00012175464,0.00017201412,0.00041174985,0.00016918393],"domain_scores_gemma":[0.9985782,0.000053016596,0.000100071724,0.00026391717,0.0008996198,0.000105207066],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006988694,0.00012951503,0.00030528868,0.00005680586,0.00004877656,0.000004804419,0.00018611648,0.0001752952,0.0030791352],"category_scores_gemma":[0.00014936668,0.00018682331,0.00013915866,0.000058126694,0.0000256336,0.00014023071,0.000026080486,0.00006064748,0.000009099868],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012753663,0.000072220326,0.0000821478,0.0015417819,0.0005442918,0.0000021696333,0.12044213,0.01012371,0.30936977,0.00076842925,0.032374155,0.5234038],"study_design_scores_gemma":[0.014085116,0.0017546493,0.27565637,0.0013381613,0.0049911174,0.0000018062966,0.34680438,0.31642437,0.01813663,0.0010984519,0.01662167,0.003087263],"about_ca_topic_score_codex":0.0051833494,"about_ca_topic_score_gemma":0.04422889,"teacher_disagreement_score":0.5203166,"about_ca_system_score_codex":0.0005030452,"about_ca_system_score_gemma":0.0001982343,"threshold_uncertainty_score":0.9978322},"labels":[],"label_agreement":null},{"id":"W2612659281","doi":"10.3390/infrastructures2020007","title":"Highway Bridge Infrastructure in the Province of British Columbia (BC), Canada","year":2017,"lang":"en","type":"article","venue":"Infrastructures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge (graph theory); Transport engineering; Retrofitting; Structural health monitoring; Pier; Civil engineering; Resilience (materials science); Vulnerability (computing); Christian ministry; Engineering; Forensic engineering; Computer science; Structural engineering","score_opus":0.005097080495747899,"score_gpt":0.19596353805596797,"score_spread":0.19086645756022008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612659281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952416,0.00010801876,0.000041539373,0.00006708016,0.0006433797,0.00021986313,0.0002761167,0.000045571214,0.00335683],"genre_scores_gemma":[0.9995366,0.000014442641,0.00011942,0.00012521101,0.00007625979,0.000009074446,0.000009593818,0.00001567824,0.000093762865],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99898624,0.000033491433,0.00028618524,0.00017833721,0.00027174727,0.00024397248],"domain_scores_gemma":[0.9989887,0.000068155474,0.00008965727,0.0007400948,0.00005680323,0.000056575227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011735931,0.00011668411,0.00022484837,0.0000165922,0.0001411298,0.00025574703,0.0007742062,0.00008949384,0.00028093305],"category_scores_gemma":[0.00019825864,0.00013327638,0.00004081068,0.00007377955,0.000152652,0.00012791828,0.00008058761,0.00029963924,6.635687e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011169943,0.000005819771,0.389638,0.00021377017,0.000016362968,0.00013764754,0.0002533171,0.0031150582,0.0019050246,0.000060141712,0.55587304,0.04877062],"study_design_scores_gemma":[0.00024467026,0.000010191793,0.9840755,0.000033367844,0.0000048932784,0.000027652128,0.000042826665,0.00055136235,0.00023088805,0.0007646367,0.013870249,0.00014379568],"about_ca_topic_score_codex":0.85845125,"about_ca_topic_score_gemma":0.992871,"teacher_disagreement_score":0.5944375,"about_ca_system_score_codex":0.00009011455,"about_ca_system_score_gemma":0.00026556064,"threshold_uncertainty_score":0.5434853},"labels":[],"label_agreement":null},{"id":"W2616958781","doi":"10.1155/2017/8453095","title":"Electrical Resistivity of Concrete for Durability Evaluation: A Review","year":2017,"lang":"en","type":"review","venue":"Advances in Materials Science and Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":361,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Durability; Materials science; Electrical resistivity and conductivity; Service life; Rebar; Corrosion; Chloride; Composite material; Permeability (electromagnetism); Forensic engineering; Metallurgy; Electrical engineering","score_opus":0.06207809786797805,"score_gpt":0.375291279361482,"score_spread":0.31321318149350397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2616958781","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003504788,0.9973078,0.00018453375,0.000004391232,0.0006390808,0.0013077375,0.000058939262,0.0000501784,0.000096880685],"genre_scores_gemma":[0.0021027667,0.9967875,0.000624585,0.0000037881398,0.00004926387,0.0004012666,0.000009806983,0.000019175544,0.0000018855934],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99815416,0.000049572976,0.00071812066,0.00040802374,0.00035457726,0.00031551815],"domain_scores_gemma":[0.99871737,0.00032429415,0.00016714945,0.0005260307,0.00018823438,0.00007690125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0047070943,0.00026948177,0.001440033,0.00015796773,0.000071082315,0.00005506334,0.00041649296,0.00010035015,0.00002132338],"category_scores_gemma":[0.0037234589,0.00023194286,0.00009376981,0.0003406448,0.00021679304,0.0004611872,0.00007656539,0.000119736185,0.0000011093483],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003431092,0.0000014912354,0.0000014040345,0.09912439,0.000004003274,5.7688237e-7,0.00000882614,0.000055671713,0.0011047976,0.00012066631,0.000015557893,0.8995592],"study_design_scores_gemma":[0.0002430138,0.00004859951,0.000050976083,0.04419497,0.00023850925,0.000014919421,0.000001619214,0.0049221157,0.0007670685,0.00013299147,0.9487902,0.0005950248],"about_ca_topic_score_codex":0.0000026226028,"about_ca_topic_score_gemma":0.000001916745,"teacher_disagreement_score":0.94877464,"about_ca_system_score_codex":0.00021082592,"about_ca_system_score_gemma":0.0002179671,"threshold_uncertainty_score":0.94583553},"labels":[],"label_agreement":null},{"id":"W2728936417","doi":"10.3390/coatings7070090","title":"Concrete Damage in Field Conditions and Protective Sealer and Coating Systems","year":2017,"lang":"en","type":"article","venue":"Coatings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"George Brown College","funders":"","keywords":"Spall; Durability; Cracking; Materials science; Coating; Delamination (geology); Shrinkage; Service life; Corrosion; Composite material; Rust (programming language); Structural engineering; Computer science; Engineering; Geology","score_opus":0.014439757894341026,"score_gpt":0.24932401606329832,"score_spread":0.2348842581689573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2728936417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936911,0.00011491939,0.0003386711,0.000120785284,0.0001107383,0.00031751188,0.0000122897645,0.00008073294,0.0052132923],"genre_scores_gemma":[0.99970716,0.000012406157,0.00007531788,0.000038262475,0.000025493526,0.000052615458,0.0000019724152,0.000009779724,0.00007699749],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99951464,0.000022170248,0.00014078988,0.00014297164,0.000053996508,0.00012541437],"domain_scores_gemma":[0.9994845,0.00018066917,0.000045874916,0.0002010555,0.000029339255,0.00005860049],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018630491,0.00008684699,0.00014183336,0.00003015037,0.00020118058,0.00014581601,0.000067789086,0.000062036714,0.00001900443],"category_scores_gemma":[0.0004938783,0.000088582616,0.000011735052,0.000023871662,0.0000764486,0.00016080913,0.00006815311,0.00016605243,0.0000032877838],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004731309,0.000005948938,0.4346843,0.0016399026,0.000024507925,0.000055822184,0.009611826,0.00021556918,0.53913194,0.004660708,0.0022862037,0.0076359618],"study_design_scores_gemma":[0.0033553096,0.0002534485,0.6884235,0.0012538929,0.00003749259,0.00005731729,0.0043954914,0.2706493,0.027020592,0.0009712632,0.0024843612,0.0010979725],"about_ca_topic_score_codex":0.00027201962,"about_ca_topic_score_gemma":0.000087331486,"teacher_disagreement_score":0.5121113,"about_ca_system_score_codex":0.00001874057,"about_ca_system_score_gemma":0.000007368777,"threshold_uncertainty_score":0.36122942},"labels":[],"label_agreement":null},{"id":"W2739512004","doi":"","title":"Six international conference on Short & Medium Bridges, Vancouver, Canada","year":2002,"lang":"en","type":"article","venue":"Journal of the Croatian Association of Civil Engineers","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Environmental science","score_opus":0.010800794091744661,"score_gpt":0.1922168801013017,"score_spread":0.18141608600955703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2739512004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7200437,0.000998317,0.006968909,0.031264037,0.090469435,0.0007467209,0.00040352868,0.00024757543,0.14885779],"genre_scores_gemma":[0.9982687,0.00008941378,0.000039641418,0.00012451102,0.00015077057,8.5339013e-7,0.0000011116986,0.000012277786,0.0013126672],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986028,0.00003480545,0.0004485803,0.00006207621,0.00071462104,0.00013711143],"domain_scores_gemma":[0.999089,0.00014707746,0.00023440659,0.00014351854,0.00030396818,0.00008201515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032347816,0.00011064745,0.00020824122,0.000069843736,0.000027759019,0.000018873545,0.00033760432,0.00006657386,0.0005067945],"category_scores_gemma":[0.0005182428,0.000089468136,0.00013095858,0.00012286159,0.000013388798,0.00009637435,0.000017771967,0.00029884354,0.0000018374611],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015176135,0.00003575814,0.011311714,0.000036522077,0.00017678429,0.00000505508,0.00050763786,0.10344871,0.002780297,0.00016258021,0.8801141,0.0014056937],"study_design_scores_gemma":[0.0029303734,0.00019019874,0.08148232,0.00054199714,0.000209183,0.000028316734,0.0010922303,0.5660981,0.019471258,0.00018224037,0.32688522,0.0008885623],"about_ca_topic_score_codex":0.00060079014,"about_ca_topic_score_gemma":0.09954835,"teacher_disagreement_score":0.55322886,"about_ca_system_score_codex":0.0010223553,"about_ca_system_score_gemma":0.000103080005,"threshold_uncertainty_score":0.9168826},"labels":[],"label_agreement":null},{"id":"W2742527285","doi":"10.1051/matecconf/201712002017","title":"Comparison between major repair and replacement options for a bridge deck life cycle assessment: A case study","year":2017,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Life-cycle assessment; Bridge (graph theory); Deck; Bridge deck; Engineering; Transport engineering; Rehabilitation; Energy consumption; Forensic engineering; Civil engineering; Construction engineering; Production (economics); Structural engineering","score_opus":0.07422207857495206,"score_gpt":0.3641517253009186,"score_spread":0.28992964672596655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2742527285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965931,0.00007815553,0.0009440301,0.00008773541,0.00011910599,0.00065393106,0.000074383235,0.00016435972,0.0012851864],"genre_scores_gemma":[0.99917966,0.000012429296,0.0006456729,0.0000047528115,0.00002833259,0.00009471867,0.000005853972,0.000009513961,0.000019045581],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99914193,0.000033414126,0.00035649235,0.00020337985,0.00011964623,0.00014515035],"domain_scores_gemma":[0.9991035,0.0001347874,0.00011388379,0.0004656341,0.00007795333,0.000104226725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040556595,0.00012544586,0.00033961216,0.000048217873,0.00024388291,0.00013228983,0.00015198157,0.000045652327,0.000081912585],"category_scores_gemma":[0.00009488533,0.000115855764,0.00005612946,0.000025568108,0.00007995626,0.000102634905,0.00008874233,0.00007768736,0.0000016835074],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023688286,0.000061000293,0.9967917,0.00017576628,0.000068628695,0.000009229786,0.00037271413,0.000029338722,0.00020523116,0.00051087735,0.000328588,0.0014232151],"study_design_scores_gemma":[0.0012887779,0.00037541462,0.9374184,0.00004352393,0.00011101969,0.000010473517,0.0024546464,0.056385867,0.00016827797,0.00012083157,0.0014350947,0.00018766148],"about_ca_topic_score_codex":0.0005754766,"about_ca_topic_score_gemma":0.00091099,"teacher_disagreement_score":0.05937331,"about_ca_system_score_codex":0.000017165423,"about_ca_system_score_gemma":0.00012145813,"threshold_uncertainty_score":0.4724461},"labels":[],"label_agreement":null},{"id":"W2744141700","doi":"10.5006/s2017-00042","title":"Bedeviled Bridges: An Answer to a National Scandal","year":2017,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.031727787534911754,"score_gpt":0.2943445203915032,"score_spread":0.2626167328565915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2744141700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9140231,0.000006191979,0.003475182,0.0003469677,0.00036480118,0.00009623759,0.000013882326,0.00022655555,0.081447095],"genre_scores_gemma":[0.99825215,0.0000012410768,0.0005693564,0.00026463578,0.000103521816,0.000008721866,0.000003974837,0.000008052749,0.0007883431],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99956685,0.000005086069,0.0000807419,0.00011220555,0.0001317311,0.00010339881],"domain_scores_gemma":[0.9995029,0.000013622498,0.000007269582,0.00028866946,0.00006345997,0.00012409623],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011389576,0.000061990395,0.00006949224,0.000024864039,0.00010970566,0.000109642824,0.00016957076,0.000028637127,0.0009962233],"category_scores_gemma":[0.000115290575,0.000056488458,0.000026546068,0.000017901457,0.00001605602,0.00016413626,0.000032754484,0.00004193772,0.00015966699],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002808946,0.000211079,0.18768424,0.00022835594,0.000085975415,0.000031358086,0.004383635,0.014101056,0.20770703,0.030972999,0.31306386,0.24124953],"study_design_scores_gemma":[0.0010134169,0.00010002444,0.68600106,0.000027202785,0.000007552429,0.000008455588,0.00015314581,0.15931745,0.013499793,0.00044071444,0.13882177,0.00060942094],"about_ca_topic_score_codex":0.00004388184,"about_ca_topic_score_gemma":0.0003140828,"teacher_disagreement_score":0.49831682,"about_ca_system_score_codex":0.000038281658,"about_ca_system_score_gemma":0.000016950553,"threshold_uncertainty_score":0.99991703},"labels":[],"label_agreement":null},{"id":"W2748809788","doi":"10.1080/1478422x.2017.1300363","title":"Sulphide-transport control of the corrosion of copper canisters","year":2017,"lang":"en","type":"article","venue":"Corrosion Engineering Science and Technology The International Journal of Corrosion Processes and Corrosion Control","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Svensk Kärnbränslehantering","keywords":"Corrosion; Copper; Cathodic protection; Metallurgy; Environmental science; Anode; Radioactive waste; Chemistry; Materials science; Electrode; Nuclear chemistry","score_opus":0.005732055617323711,"score_gpt":0.21767242110653656,"score_spread":0.21194036548921286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2748809788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93163437,0.002157699,0.058610447,0.0032089509,0.003725424,0.00045778666,0.00006716745,0.00006897863,0.00006920715],"genre_scores_gemma":[0.99874204,0.00088858424,0.00009096555,0.00014645889,0.00006141571,0.000011453374,7.3138983e-7,0.000024724985,0.00003364423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972281,0.000022989821,0.0009662595,0.00031281056,0.0011379041,0.00033194234],"domain_scores_gemma":[0.9955835,0.0003050287,0.00088590174,0.00065890595,0.0024141257,0.00015256763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012256945,0.0003127216,0.0005810908,0.000419228,0.0005023984,0.00013749718,0.0022304351,0.0001954467,0.00001710728],"category_scores_gemma":[0.0017804723,0.00019277673,0.00013785003,0.00050296925,0.0015078179,0.0005691246,0.00028903165,0.0005152269,0.0000010635116],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022348564,0.000042527576,0.03554414,0.00012536214,0.0000064901847,0.00000676913,0.00014071882,0.0017586222,0.9576746,0.00093987637,0.00014484498,0.0033925697],"study_design_scores_gemma":[0.0090066,0.001006898,0.049157698,0.0032108966,0.00042396694,0.00093649444,0.0011572251,0.11000107,0.8177017,0.0010995307,0.0053225057,0.0009754282],"about_ca_topic_score_codex":0.000013755164,"about_ca_topic_score_gemma":0.000019690106,"teacher_disagreement_score":0.13997291,"about_ca_system_score_codex":0.00010554902,"about_ca_system_score_gemma":0.0003594048,"threshold_uncertainty_score":0.78612065},"labels":[],"label_agreement":null},{"id":"W2751665539","doi":"10.1016/b978-0-08-042815-4.50069-1","title":"10.1016/b978-0-08-042815-4.50069-1","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Characterization (materials science); Corrosion; Stress (linguistics); Forensic engineering; Composite material; Engineering; Nanotechnology; Philosophy","score_opus":0.007717617899809267,"score_gpt":0.1597336466757406,"score_spread":0.15201602877593134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2751665539","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000034208774,0.0004382444,0.000004251716,0.000041069612,0.000015068434,0.00035978237,0.00014878345,0.00090736826,0.998082],"genre_scores_gemma":[0.000011169452,0.0000020578918,0.000049729442,0.000029091234,0.00027411428,0.000019027202,0.000099836994,0.00016400858,0.99935097],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99852383,0.000011018151,0.0004028386,0.00042666134,0.0002812854,0.0003543562],"domain_scores_gemma":[0.9987462,0.00007594772,0.00003800555,0.0007839684,0.000056237986,0.00029962536],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000109749344,0.00050396955,0.0005258297,0.00017596266,0.000054400774,0.000054556032,0.0003375348,0.0004050973,0.9985424],"category_scores_gemma":[0.000020965812,0.0005426962,0.00024588456,0.00004972477,0.000046894853,0.000060045844,0.000087793545,0.00046290044,0.99666595],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041948508,0.000004518481,5.847686e-9,0.00005477417,0.000031861404,0.000017764396,0.000011715806,0.00023361071,0.00004836003,0.00003819916,0.2819799,0.71753734],"study_design_scores_gemma":[0.00016353912,0.000062796,0.0000010307369,0.00010243043,0.00004692146,0.000010447642,1.631522e-7,0.00051827804,0.000035385354,0.00013077393,0.9983201,0.00060814305],"about_ca_topic_score_codex":0.0000047618773,"about_ca_topic_score_gemma":6.2277593e-7,"teacher_disagreement_score":0.7169292,"about_ca_system_score_codex":0.00014885444,"about_ca_system_score_gemma":0.00003599431,"threshold_uncertainty_score":0.99970245},"labels":[],"label_agreement":null},{"id":"W2768119592","doi":"10.1139/cjce-2017-0298","title":"Use of extended finite element method and statistical analysis for modelling the corrosion-induced cracking in reinforced concrete containing metakaolin","year":2017,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Metakaolin; Cracking; Corrosion; Materials science; Concrete cover; Structural engineering; Finite element method; Composite material; Statistical analysis; Engineering; Mathematics; Cement","score_opus":0.04968470288695877,"score_gpt":0.26965842629083514,"score_spread":0.2199737234038764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2768119592","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1662135,0.0001684652,0.8331387,0.000050153576,0.0002023855,0.00015235222,0.000039813032,0.000008484625,0.000026144851],"genre_scores_gemma":[0.98795086,0.000031189462,0.011924945,0.000017232962,0.0000363764,0.0000071068616,0.000003482995,0.000023455828,0.000005373702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868107,0.00003693436,0.0006856842,0.00012626503,0.00014543971,0.00032461836],"domain_scores_gemma":[0.997856,0.0011196333,0.00021957379,0.0003115198,0.0001728233,0.00032043626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011947682,0.0001699117,0.0005262709,0.00040938635,0.00013696018,0.00015993539,0.00023299087,0.00007511112,0.000033256052],"category_scores_gemma":[0.0013537178,0.00014752314,0.00015072442,0.00015154941,0.000038228474,0.0002708895,0.000020145093,0.000298978,1.06250475e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024400864,2.532871e-7,0.0011965173,0.000050364197,0.00009588983,0.000016033437,0.00049623067,0.9920893,0.004490522,0.0009177267,0.000007931075,0.0006148297],"study_design_scores_gemma":[0.00044962164,0.000053492466,0.002795629,0.000115463336,0.00020895603,0.000008865161,0.00009996492,0.99451905,0.0012839945,0.00006055809,0.00025211016,0.00015231078],"about_ca_topic_score_codex":0.0013833223,"about_ca_topic_score_gemma":0.016849719,"teacher_disagreement_score":0.82173735,"about_ca_system_score_codex":0.00011843979,"about_ca_system_score_gemma":0.00014960085,"threshold_uncertainty_score":0.94025385},"labels":[],"label_agreement":null},{"id":"W2770837187","doi":"10.1515/corrrev-2017-0086","title":"The performance of corroded lap splices in reinforced concrete beams","year":2017,"lang":"en","type":"article","venue":"Corrosion Reviews","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Berger (Canada); York University","funders":"","keywords":"Materials science; Corrosion; Composite material; Cracking; Tension (geology); Reinforced concrete; Structural engineering; Ultimate tensile strength; Engineering","score_opus":0.023483842442976466,"score_gpt":0.26201083991691493,"score_spread":0.23852699747393846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2770837187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.985607,0.00753706,0.0002022384,0.00009016875,0.0010098116,0.00074126106,0.00000485082,0.000073314885,0.004734265],"genre_scores_gemma":[0.9676173,0.03125733,0.00011811822,0.00005309194,0.0000331543,0.000062724495,0.000004124861,0.000016547148,0.00083761715],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99869335,0.000055131455,0.0006744719,0.00018033029,0.00015552653,0.00024118373],"domain_scores_gemma":[0.99824953,0.00010384593,0.00025680807,0.0012613855,0.000054187352,0.00007422919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009516295,0.00017977315,0.0004418676,0.000032794513,0.00027778113,0.000072336334,0.0006540349,0.00007856407,0.00007954413],"category_scores_gemma":[0.00043239887,0.000117912045,0.00012929388,0.000091257454,0.00015573,0.00019715146,0.00012966506,0.00021044399,0.000104398314],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025098686,0.0000064539277,0.040093265,0.002752431,0.0000067399856,0.0000065507247,0.0011062924,0.001814007,0.66287494,0.0019544987,0.013804262,0.27532956],"study_design_scores_gemma":[0.00157168,0.00021104432,0.030133236,0.0019911772,0.00003688379,0.000009613919,0.00010567069,0.33791754,0.0943532,0.000023477885,0.53288895,0.0007575488],"about_ca_topic_score_codex":0.00002176591,"about_ca_topic_score_gemma":0.000036746547,"teacher_disagreement_score":0.56852174,"about_ca_system_score_codex":0.000036922273,"about_ca_system_score_gemma":0.000018213024,"threshold_uncertainty_score":0.48083135},"labels":[],"label_agreement":null},{"id":"W2771813329","doi":"10.12943/cnr.2017.00012","title":"THE IMPACT OF CONCRETE AND POST-TENSIONING CABLE DEGRADATION ON STRAIN MEASUREMENTS OF CONCRETE CONTAINMENT BUILDINGS","year":2017,"lang":"en","type":"article","venue":"CNL Nuclear Review","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Laboratories","funders":"CANDU Owners Group","keywords":"Creep; Prestressed concrete; Degradation (telecommunications); Materials science; Instrumentation (computer programming); Strain (injury); Shrinkage; Strain gauge; Structural engineering; Geotechnical engineering; Environmental science; Composite material; Engineering; Computer science","score_opus":0.03830183934404721,"score_gpt":0.2858592655242992,"score_spread":0.24755742618025198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2771813329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9793887,0.018041935,0.000019878253,0.00032419135,0.00010496918,0.00060933974,0.000035313227,0.000040949304,0.0014347096],"genre_scores_gemma":[0.9904304,0.009273416,0.00014758654,0.00008766534,0.000009341507,0.0000041824524,0.000004536558,0.000021964786,0.000020904004],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99906564,0.000064325206,0.00036287436,0.00014439602,0.00020521774,0.0001575672],"domain_scores_gemma":[0.9989065,0.00009579279,0.00022304893,0.0005380913,0.00015675247,0.00007981052],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008191229,0.00014393832,0.00037996133,0.00001746007,0.00020595062,0.000046961366,0.00020533458,0.000042032294,0.00012590189],"category_scores_gemma":[0.0006010051,0.00009705134,0.00013571464,0.000029848923,0.00015892605,0.000103342645,0.000061074665,0.0001119959,0.000008616525],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018100411,0.0000046032073,0.0043267775,0.0036330025,0.00022741023,0.0000037052596,0.00035894103,0.00008981686,0.865322,0.0014058155,0.0052274456,0.119219474],"study_design_scores_gemma":[0.017173644,0.008870654,0.5066559,0.09891786,0.0023388804,0.00018744708,0.0017611079,0.06857553,0.11218289,0.00051171135,0.17735764,0.005466759],"about_ca_topic_score_codex":0.000121571735,"about_ca_topic_score_gemma":0.0000021257742,"teacher_disagreement_score":0.75313914,"about_ca_system_score_codex":0.00007012313,"about_ca_system_score_gemma":0.000021102163,"threshold_uncertainty_score":0.3957639},"labels":[],"label_agreement":null},{"id":"W2777912975","doi":"","title":"Réparations minces de parapets de ponts avec des bétons fibrés à ultra-hautes performances (BFUP)","year":2017,"lang":"fr","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Political science; Forestry; Humanities; Art; Geography","score_opus":0.017336645295966603,"score_gpt":0.25260793758440103,"score_spread":0.23527129228843444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2777912975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8319612,0.013872516,0.13607153,0.010590729,0.00084100943,0.0008315291,0.0002789719,0.0009901935,0.00456231],"genre_scores_gemma":[0.93288404,0.0045337155,0.056522615,0.0005213476,0.00042443097,0.0004663066,0.000028975172,0.000115547125,0.0045030387],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99595046,0.00025011264,0.00083049055,0.0006885085,0.00041836104,0.0018620484],"domain_scores_gemma":[0.99614036,0.00044463194,0.00036606082,0.0019253986,0.00019688929,0.0009266805],"candidate_categories":["metaepi_narrow","sts","scholarly_communication"],"consensus_categories":[],"category_scores_codex":[0.0012836065,0.00074508664,0.00070503965,0.00032751512,0.0020399967,0.0012032437,0.0013898674,0.0007179692,0.0004990277],"category_scores_gemma":[0.0010806584,0.00082639745,0.0004440479,0.00031323556,0.0008787031,0.0015994116,0.00023671494,0.0009426966,0.00012440562],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027834182,0.0005610756,0.6661924,0.001190962,0.00030066533,0.00032395005,0.011275508,0.027122254,0.10792689,0.027658094,0.013151708,0.14401816],"study_design_scores_gemma":[0.0007477694,0.00022488613,0.48297265,0.0005534913,0.00017951711,0.0004344135,0.000407447,0.4020611,0.08604359,0.005568568,0.019662514,0.001144033],"about_ca_topic_score_codex":0.0333142,"about_ca_topic_score_gemma":0.03632802,"teacher_disagreement_score":0.37493885,"about_ca_system_score_codex":0.0013523393,"about_ca_system_score_gemma":0.00073574315,"threshold_uncertainty_score":0.9998336},"labels":[],"label_agreement":null},{"id":"W2778146590","doi":"10.1680/jmacr.17.00080","title":"A study on the effect of curing temperature and duration on rebar corrosion","year":2018,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Corrosion; Curing (chemistry); Chloride; Rebar; Materials science; Composite material; Metallurgy","score_opus":0.03330640092154901,"score_gpt":0.3239837680643066,"score_spread":0.2906773671427576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2778146590","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936131,0.00007791224,0.000005705197,0.00018081238,0.00010531269,0.00086392125,0.0000074290692,0.000043991262,0.0051017855],"genre_scores_gemma":[0.9997135,0.000024893348,0.00000682028,0.000009084801,0.00007906606,0.000032212636,0.000002113937,0.000019528465,0.00011281125],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99822885,0.00048743078,0.00027363384,0.00021803152,0.00057183515,0.00022019987],"domain_scores_gemma":[0.9979347,0.0012425458,0.00003502832,0.0004987898,0.00022338929,0.000065573135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023468062,0.00013883485,0.00025275312,0.00015720789,0.00012334825,0.00003235756,0.00017935298,0.00007585106,0.00008822277],"category_scores_gemma":[0.00088782393,0.000087239365,0.000044007684,0.0003707941,0.0002515653,0.000051646566,0.00009333317,0.0004238169,0.000043358086],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006386707,0.0000063030584,0.0071655265,0.00015854526,0.000010677314,0.000004396966,0.0007565562,0.000012627777,0.9875546,0.00023434764,0.0021733455,0.001284395],"study_design_scores_gemma":[0.001460444,0.009805633,0.035006348,0.00030866815,0.00001502467,0.0000036989602,0.0003331822,0.0041272845,0.9479328,0.000027169403,0.0008194348,0.00016030512],"about_ca_topic_score_codex":0.000007205721,"about_ca_topic_score_gemma":0.000006700125,"teacher_disagreement_score":0.0396218,"about_ca_system_score_codex":0.000035862588,"about_ca_system_score_gemma":0.000016349532,"threshold_uncertainty_score":0.35575178},"labels":[],"label_agreement":null},{"id":"W2780231153","doi":"10.1149/2.1451714jes","title":"Factors Affecting the Performance and Applicability of SrTiO<sub>3</sub>Photoelectrodes for Photoinduced Cathodic Protection","year":2017,"lang":"en","type":"article","venue":"Journal of The Electrochemical Society","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"University of Calgary","keywords":"Materials science; Cathodic protection; Cathode; Scavenger; Carbon steel; Corrosion; Photoelectric effect; Carbon fibers; Chemical engineering; Metallurgy; Optoelectronics; Photochemistry; Composite material; Electrode; Electrochemistry; Chemistry; Radical; Composite number; Organic chemistry","score_opus":0.017515139236426218,"score_gpt":0.2292039615426772,"score_spread":0.21168882230625097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2780231153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99281365,0.00010079795,0.0063706324,0.0001421673,0.00010753205,0.00043151763,0.0000015908099,0.000018688981,0.000013445203],"genre_scores_gemma":[0.9995954,0.00006825999,0.0001926644,0.000017152288,0.00009599837,0.00001579927,2.4889226e-7,0.000012752273,0.0000017223738],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991713,0.00003170041,0.0002964465,0.00011176412,0.00017556394,0.00021321716],"domain_scores_gemma":[0.99901533,0.00019552445,0.00031011048,0.00030610047,0.00012032573,0.00005260112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007444192,0.00013241846,0.00023695249,0.000007886655,0.00042557003,0.000042929503,0.00032631375,0.000107335225,0.0000013144609],"category_scores_gemma":[0.000420003,0.00007310927,0.0003581504,0.00006858525,0.00014860804,0.00010903961,0.00005227339,0.0005317399,6.571628e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033453955,0.000011030107,0.00192063,0.00011288703,0.000022054714,8.19129e-9,0.00042150824,0.000009001951,0.9958848,0.0000013177734,0.00003777997,0.0015455759],"study_design_scores_gemma":[0.00026853368,0.000088658104,0.01736782,0.00002966887,0.0000403935,0.0000093259905,0.00011685824,0.005358307,0.9764937,0.00011520271,0.00003302815,0.000078476594],"about_ca_topic_score_codex":0.0000024276078,"about_ca_topic_score_gemma":0.0000022926997,"teacher_disagreement_score":0.019391024,"about_ca_system_score_codex":0.0001468393,"about_ca_system_score_gemma":0.00004063275,"threshold_uncertainty_score":0.32731837},"labels":[],"label_agreement":null},{"id":"W2786266575","doi":"","title":"Finite Element Modelling of Corrosion Damaged Reinforced Concrete Structures","year":2017,"lang":"en","type":"dissertation","venue":"TSpace (University of Toronto)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"University of Toronto","keywords":"Finite element method; Corrosion; Reinforced concrete; Structural engineering; Materials science; Engineering; Composite material","score_opus":0.018938736700086823,"score_gpt":0.23198730500583978,"score_spread":0.21304856830575294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2786266575","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8327535,0.001300015,0.020155633,0.000019332287,0.0012225063,0.0006176706,0.00015746376,0.00022019898,0.14355372],"genre_scores_gemma":[0.9873897,0.00096732116,0.0011210738,0.000002021243,0.000020894535,3.1690564e-7,0.0003836892,0.000026598686,0.010088382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990409,0.000030721734,0.00020436007,0.00023757105,0.00029020337,0.00019625117],"domain_scores_gemma":[0.99864936,0.000065940745,0.0003545974,0.00063999766,0.00019084735,0.00009925063],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013200103,0.00025410767,0.0005298727,0.00005464343,0.00016668394,0.000014497785,0.00045742042,0.00030219048,0.008307486],"category_scores_gemma":[0.000032192012,0.00032400055,0.00021807842,0.000026066356,0.00006850547,0.0002730011,0.000045768586,0.00021787926,0.000004641511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034384849,0.000011574167,0.000326463,0.0077467477,0.00042261713,0.00004575428,0.09656099,0.43101338,0.38592696,0.0027754817,0.0036341674,0.06809738],"study_design_scores_gemma":[0.002230205,0.00025546653,0.00995428,0.0007951429,0.00042289216,9.674415e-7,0.027597398,0.9256036,0.030002592,0.000038298385,0.0020296236,0.0010695343],"about_ca_topic_score_codex":0.01893001,"about_ca_topic_score_gemma":0.010245128,"teacher_disagreement_score":0.49459022,"about_ca_system_score_codex":0.00018614785,"about_ca_system_score_gemma":0.00006866216,"threshold_uncertainty_score":0.9999212},"labels":[],"label_agreement":null},{"id":"W2788956088","doi":"10.1061/(asce)mt.1943-5533.0002217","title":"Mechanical Behavior of RC and SFRC Precast Tunnel Lining Segments under Chloride Ions Exposure","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Chloride; Materials science; Rebar; Flexural strength; Composite material; Prestressed concrete; Reinforcement; Reinforced concrete; Durability; Structural engineering; Metallurgy","score_opus":0.016670081585467757,"score_gpt":0.23161069556248035,"score_spread":0.21494061397701258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788956088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938085,0.00013366848,0.0041255895,0.000014452061,0.0017413097,0.00009053501,0.000011961578,0.000037130067,0.00003682436],"genre_scores_gemma":[0.99823254,0.000087971006,0.0013560662,0.000007106823,0.00027444583,0.0000056213926,8.1523336e-7,0.000030345054,0.0000050644094],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875295,0.000023649029,0.00073133264,0.00010503056,0.00018650285,0.00020056232],"domain_scores_gemma":[0.9994607,0.000089369496,0.00011518985,0.00014762204,0.000084205654,0.00010290805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062952854,0.00015578688,0.0003896244,0.00017013366,0.000018965362,0.000032222957,0.00013336279,0.00011155111,0.00017428734],"category_scores_gemma":[0.0001409459,0.00014787537,0.000053198688,0.0001131908,0.000026319261,0.00016743083,0.00006334246,0.00017463151,0.0000018172971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047209644,0.000021773461,0.00058330863,0.00012851798,0.000017984868,0.000011833117,0.00029351152,0.005970765,0.9925416,0.000047454512,0.000019904437,0.00031610383],"study_design_scores_gemma":[0.0012040487,0.0002934946,0.026933067,0.00070139265,0.000061306186,0.00016106229,0.00016642615,0.0051567736,0.9648252,0.00006875609,0.00014224855,0.00028620806],"about_ca_topic_score_codex":0.000004868216,"about_ca_topic_score_gemma":0.000025246802,"teacher_disagreement_score":0.027716417,"about_ca_system_score_codex":0.000068056106,"about_ca_system_score_gemma":0.000019372927,"threshold_uncertainty_score":0.6030183},"labels":[],"label_agreement":null},{"id":"W2789240892","doi":"10.1002/maco.201709942","title":"Corrosion resistance of chromium‐steel and stainless steel reinforcement in concrete","year":2018,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Corrosion; Metallurgy; Chromium; Reinforcement; Mortar; Service life; Alloy; Composite material","score_opus":0.00952798510463996,"score_gpt":0.21470955309606748,"score_spread":0.20518156799142753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789240892","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99744254,0.00045658418,0.00052505574,0.000024287023,0.00054904167,0.0003029415,0.00003914366,0.000062496765,0.00059788424],"genre_scores_gemma":[0.9990692,0.00042355488,0.00013425712,0.000046261,0.00005118017,0.000017535343,0.000013887377,0.000019574247,0.00022451668],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988746,0.000050901956,0.00045882544,0.00024586954,0.00014833588,0.00022146675],"domain_scores_gemma":[0.99947524,0.000048658403,0.00007690964,0.00024954384,0.000067295805,0.0000823252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035520867,0.00017984306,0.00034826732,0.000072024566,0.00006823115,0.00005004963,0.00008109476,0.000105515726,0.00019818817],"category_scores_gemma":[0.000033199205,0.00016219553,0.000020000101,0.000103887214,0.00015527822,0.000114485774,0.00010645242,0.00005893851,0.0000057602883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025480264,0.000002421832,0.00069712143,0.00030077648,6.109943e-7,0.0000017524409,0.00040001416,0.000011320898,0.99734575,0.000381067,0.00028044783,0.00032391856],"study_design_scores_gemma":[0.0013991891,0.00022756937,0.013937066,0.00046458645,0.000012708969,0.0000038930734,0.00027790605,0.002639502,0.97760797,0.000117321375,0.0030154574,0.00029680578],"about_ca_topic_score_codex":0.000039049773,"about_ca_topic_score_gemma":0.000081883765,"teacher_disagreement_score":0.019737752,"about_ca_system_score_codex":0.00004272334,"about_ca_system_score_gemma":0.000013596054,"threshold_uncertainty_score":0.66141415},"labels":[],"label_agreement":null},{"id":"W2789787846","doi":"10.1016/j.conbuildmat.2018.01.128","title":"Post-repair flexural performance of corrosion-damaged beams rehabilitated with fabric-reinforced cementitious matrix (FRCM)","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Qatar National Research Fund; Qatar Foundation","keywords":"Corrosion; Materials science; Beam (structure); Cementitious; Flexural strength; Ductility (Earth science); Stiffness; Composite material; Reinforced concrete; Structural engineering; Cement; Creep","score_opus":0.005093573412225607,"score_gpt":0.2113009788995975,"score_spread":0.2062074054873719,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789787846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967643,0.000026007754,0.0012314535,0.00001956576,0.0010020892,0.00027752662,0.000047558864,0.00045709396,0.00017438106],"genre_scores_gemma":[0.99317056,0.000031021384,0.006587992,0.000023486793,0.00007641691,0.00001105627,0.000017865823,0.00002151747,0.00006005433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989383,0.000043733944,0.00043226418,0.00021801384,0.000150201,0.00021748457],"domain_scores_gemma":[0.9992824,0.000045735138,0.00009825005,0.00025074452,0.00023914433,0.00008368605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025950573,0.00018981234,0.0003035639,0.00011986146,0.00015126995,0.000060218656,0.000080913764,0.000087026936,0.0006500629],"category_scores_gemma":[0.0000573478,0.00016174959,0.000042607255,0.00017453119,0.0004224521,0.00024236747,0.000047526697,0.00006774921,0.00001225834],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022839199,0.0000033589113,0.0029499563,0.0002547177,0.000011240833,5.061111e-7,0.00016807987,0.000085734275,0.9947893,0.00029362075,0.00006678041,0.0011482983],"study_design_scores_gemma":[0.0008735176,0.00042656547,0.0054110903,0.00015200331,0.000034464694,0.000070714734,0.00028359788,0.0026416369,0.9895572,0.000020975862,0.00027887727,0.0002493628],"about_ca_topic_score_codex":0.00003689931,"about_ca_topic_score_gemma":0.00000343541,"teacher_disagreement_score":0.0053565386,"about_ca_system_score_codex":0.000041315943,"about_ca_system_score_gemma":0.000025147907,"threshold_uncertainty_score":0.7117733},"labels":[],"label_agreement":null},{"id":"W2790263042","doi":"10.1016/j.conbuildmat.2018.01.077","title":"Field evaluation of corrosion mitigation on reinforced concrete in marine exposure conditions","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"National Plan for Science, Technology and Innovation; King Abdulaziz City for Science and Technology; King Fahd University of Petroleum and Minerals","keywords":"Corrosion; Durability; Chloride; Concrete cover; Cementitious; Cement; Service life; Reinforced concrete; Environmental science; Materials science; Metallurgy; Composite material","score_opus":0.013917571425574567,"score_gpt":0.26074999222169704,"score_spread":0.24683242079612247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2790263042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971392,0.000008105893,0.00035627713,0.000036685844,0.001049592,0.00023836899,0.00001750541,0.000071863265,0.0010823566],"genre_scores_gemma":[0.9991742,0.000019618621,0.00063057785,0.000039739443,0.00007561211,0.000018565534,0.00002686517,0.0000076102065,0.000007227477],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992271,0.000072654446,0.00032238648,0.00013276566,0.00015041215,0.00009469168],"domain_scores_gemma":[0.9995526,0.000072427,0.00006680234,0.0001333919,0.00013984356,0.00003493914],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004620639,0.00009455716,0.00016302992,0.00012091205,0.000051364255,0.000027651175,0.000035514237,0.00009257807,0.00121955],"category_scores_gemma":[0.00019201827,0.000095157346,0.000018703962,0.000109046945,0.000104112485,0.000106666754,0.000020180183,0.000049699425,0.0000053589347],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054059587,5.354392e-7,0.0013899168,0.00003654137,0.0000019662716,1.2898299e-7,0.00007505748,0.000077884506,0.99067086,0.002318827,0.00006710516,0.0053071273],"study_design_scores_gemma":[0.0007434468,0.000117018695,0.004392086,0.00010871432,0.00001595753,0.000008714674,0.00008626801,0.0039712028,0.98982465,0.0005555162,0.000076931865,0.00009950419],"about_ca_topic_score_codex":0.000013735351,"about_ca_topic_score_gemma":0.0000056053823,"teacher_disagreement_score":0.0052076234,"about_ca_system_score_codex":0.000041896485,"about_ca_system_score_gemma":0.000016850712,"threshold_uncertainty_score":0.99969345},"labels":[],"label_agreement":null},{"id":"W2793112868","doi":"10.1007/s13349-018-0273-8","title":"Study of FRP bars under tension using acoustic emission detection technique","year":2018,"lang":"en","type":"article","venue":"Journal of Civil Structural Health Monitoring","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Acoustic emission; Materials science; Bar (unit); Pultrusion; Structural engineering; Composite material; Frequency domain; Time domain; Amplitude; SIGNAL (programming language); Optics; Engineering; Computer science; Physics","score_opus":0.038675180424188875,"score_gpt":0.32995722127343996,"score_spread":0.2912820408492511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793112868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9776099,0.00025677274,0.01906512,0.000012327388,0.0027423576,0.00024919503,8.0505566e-7,0.00005140654,0.000012130021],"genre_scores_gemma":[0.99798924,0.0000358314,0.0012283231,0.0000060287016,0.0007139705,0.000001293137,1.0053001e-7,0.000023284278,0.0000019167967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983804,0.00009491962,0.0007884795,0.00011976064,0.00037617475,0.00024026608],"domain_scores_gemma":[0.9988816,0.00006661107,0.00035073337,0.00018104164,0.0003307081,0.00018934495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049974996,0.00015655393,0.00036207915,0.00019468564,0.00018693839,0.000017582242,0.0001237008,0.00009063094,0.000015896414],"category_scores_gemma":[0.00007484216,0.00012710168,0.0000745544,0.0002605964,0.000031923,0.00020568953,0.000038847462,0.00039610892,3.2001046e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012152266,0.000018695622,0.012595496,0.00023020472,0.000020546928,0.0000068022873,0.0012622118,0.023196595,0.9455215,3.9029376e-7,0.000016232569,0.017009802],"study_design_scores_gemma":[0.0023419964,0.0044006286,0.33212936,0.0019430164,0.000114825496,0.0008169263,0.008183743,0.07073901,0.57820225,0.00045193286,0.0000670638,0.00060925196],"about_ca_topic_score_codex":0.00008574056,"about_ca_topic_score_gemma":0.00004294376,"teacher_disagreement_score":0.36731926,"about_ca_system_score_codex":0.00044196704,"about_ca_system_score_gemma":0.000075047436,"threshold_uncertainty_score":0.51830566},"labels":[],"label_agreement":null},{"id":"W2797930963","doi":"","title":"Laboratory And In Situ Investigations On the Corrosivity of Support Systems","year":2012,"lang":"en","type":"article","venue":"46th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Corrosion; In situ; Environmental science; Chemistry; Metallurgy; Materials science","score_opus":0.015077720458095033,"score_gpt":0.208970780586232,"score_spread":0.19389306012813698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2797930963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89557076,0.0017740804,0.090522476,0.00076897466,0.005990058,0.0023418209,0.00045025774,0.00069934153,0.0018822264],"genre_scores_gemma":[0.99912506,0.0002659059,0.000045689296,0.00022142463,0.00008827624,0.00011938754,0.000019580133,0.000059172555,0.00005552852],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979753,0.00017974516,0.00059757696,0.0003148147,0.0003656772,0.00056689366],"domain_scores_gemma":[0.99840987,0.00032796938,0.00013664439,0.0007110448,0.00012057496,0.0002938908],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0012009604,0.0003422967,0.0004423681,0.00019836222,0.00013803018,0.000045351022,0.0002993146,0.0002493866,0.000060901755],"category_scores_gemma":[0.00018441898,0.00029430861,0.00007978875,0.00061086874,0.000013765821,0.00026617313,0.00016248027,0.00047099884,0.000050686464],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033738983,0.00010598982,0.00048699588,0.00035547078,0.00002329146,0.0000028648221,0.0010992985,0.0106424,0.8962072,0.08998228,0.0009696005,0.000090873065],"study_design_scores_gemma":[0.001613852,0.00046541585,0.00026653346,0.0005092997,0.00014599372,0.000053435808,0.0021719497,0.55973667,0.41852212,0.0044147456,0.010573133,0.0015268634],"about_ca_topic_score_codex":0.000022666864,"about_ca_topic_score_gemma":0.000058561793,"teacher_disagreement_score":0.54909426,"about_ca_system_score_codex":0.00017180278,"about_ca_system_score_gemma":0.00008180302,"threshold_uncertainty_score":0.9999509},"labels":[],"label_agreement":null},{"id":"W2802794908","doi":"10.1016/j.conbuildmat.2018.04.059","title":"An experimental study of electrochemical incompatibility between repaired patch concrete and existing old concrete","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"McGill University","keywords":"Corrosion; Cathodic protection; Materials science; Rebar; Composite material; Service life; Coating; Epoxy; Structural engineering; Galvanic anode; Anode; Engineering; Electrode","score_opus":0.02309885790867253,"score_gpt":0.2827819349687651,"score_spread":0.2596830770600925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802794908","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988142,0.000039819362,0.00020383963,0.000003775942,0.00032378093,0.00029854357,0.000018935045,0.00023915693,0.0000579229],"genre_scores_gemma":[0.9972788,0.0000050901585,0.002495519,0.000008310443,0.0001761859,0.000010746511,0.000007740499,0.000016551949,0.0000010682345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987434,0.00013059996,0.0004862179,0.00034059925,0.00011706488,0.00018212781],"domain_scores_gemma":[0.99937576,0.000079297,0.00009445706,0.00025431148,0.00007574432,0.00012044652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004154583,0.00017753652,0.0004043429,0.000054520857,0.0001237158,0.00007008597,0.00007400012,0.00009573758,0.00010519083],"category_scores_gemma":[0.000071217415,0.00017729407,0.000020414467,0.00008438754,0.00033743444,0.00014880887,0.0000634221,0.00007399901,6.550491e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005923381,0.0000029170544,0.049013007,0.000046625948,0.000013000422,3.8474084e-7,0.0006975309,1.1750374e-7,0.9493719,0.000089289206,0.00000390829,0.0007020898],"study_design_scores_gemma":[0.000802544,0.0004420805,0.007485644,0.000032644213,0.00002595805,0.000018255658,0.0012082887,0.0003576223,0.9893519,0.0000643012,0.000024188817,0.00018652731],"about_ca_topic_score_codex":0.00010038035,"about_ca_topic_score_gemma":0.000003154575,"teacher_disagreement_score":0.04152736,"about_ca_system_score_codex":0.00003567842,"about_ca_system_score_gemma":0.000010139247,"threshold_uncertainty_score":0.72298425},"labels":[],"label_agreement":null},{"id":"W2803120393","doi":"10.14447/jnmes.v21i2.454","title":"Impact of Experimental Parameters on Degradation Mechanism and Service Life Prediction of CFRP Anode during Simulated ICCP Process","year":2018,"lang":"en","type":"article","venue":"Journal of New Materials for Electrochemical Systems","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Anode; Electrolyte; Degradation (telecommunications); Service life; Cathodic protection; Consistency (knowledge bases); Current density; Current (fluid); Computer science; Materials science; Environmental science; Chemistry; Composite material; Engineering; Electrical engineering; Telecommunications; Physics; Electrode","score_opus":0.018953459050866123,"score_gpt":0.26857885957179883,"score_spread":0.2496254005209327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803120393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99833596,0.000101890604,0.00095680053,0.000008295573,0.00027614864,0.00026658698,0.000025583782,0.000025313548,0.000003432408],"genre_scores_gemma":[0.9997341,0.000008748839,0.00004681806,0.000004752052,0.00017499548,0.0000033779704,0.00000661026,0.00001858328,0.0000019906167],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886405,0.00002760562,0.0006487884,0.00009898904,0.00021092965,0.00014962844],"domain_scores_gemma":[0.99913883,0.000049511105,0.00031485004,0.00009040285,0.0002838496,0.0001225265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021508119,0.00013102987,0.00039360535,0.00007324329,0.00002164664,0.000023610002,0.00008399878,0.00010388074,0.000017234497],"category_scores_gemma":[0.00010980434,0.00010553515,0.000072525974,0.00009446024,0.000015167805,0.0001242429,0.000008963211,0.00005734135,4.1484026e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009961667,0.000028503377,0.000078624114,0.00032696544,0.00005809693,1.6579617e-7,0.00021501388,0.00039255188,0.9978657,0.000009342826,0.000022033806,0.000006833425],"study_design_scores_gemma":[0.0012427487,0.0009733388,0.00038690437,0.00020916127,0.000031222127,0.000030911055,0.00006300101,0.00686384,0.9900448,0.00007636776,0.0000016819399,0.00007603105],"about_ca_topic_score_codex":0.000032846376,"about_ca_topic_score_gemma":4.3608247e-7,"teacher_disagreement_score":0.00782091,"about_ca_system_score_codex":0.00013962582,"about_ca_system_score_gemma":0.00005341348,"threshold_uncertainty_score":0.43035987},"labels":[],"label_agreement":null},{"id":"W2883789068","doi":"10.1002/maco.201810263","title":"A critical examination of corrosion rate measurement techniques applied to reinforcing steel in concrete","year":2018,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick; Giatec Scientific (Canada)","funders":"","keywords":"Corrosion; Materials science; Rebar; Dielectric spectroscopy; Chloride; Composite material; Concrete cover; Metallurgy; Electrochemistry; Electrode; Chemistry","score_opus":0.01850286126275883,"score_gpt":0.2372242966634719,"score_spread":0.21872143540071307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883789068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98822,0.000031220818,0.009596641,0.000031004558,0.00041712893,0.00043519324,0.000013000373,0.00013986172,0.0011159505],"genre_scores_gemma":[0.9991396,0.000029210323,0.0006127186,0.00006876236,0.00005787939,0.000058478316,0.0000053739523,0.000018569366,0.000009397901],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99889326,0.00006817546,0.00042750183,0.00021440614,0.00020156267,0.00019508248],"domain_scores_gemma":[0.999467,0.00005675857,0.000038162696,0.00019474824,0.00016227168,0.000081062295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001130635,0.00015185332,0.0002825591,0.000116814816,0.000053496224,0.000051934476,0.000076228695,0.00010013692,0.00011603694],"category_scores_gemma":[0.00018181848,0.00014082063,0.000017961745,0.00014110006,0.00006848336,0.0000946331,0.00008022317,0.000053470114,0.000011602988],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000118558746,0.0000028155694,0.00004219217,0.00014311532,2.666645e-7,5.9085073e-7,0.0003371269,0.0000048572824,0.9920065,0.000433633,0.00006218066,0.0068481904],"study_design_scores_gemma":[0.00027339536,0.00023104736,0.005562471,0.0002780957,0.0000067735605,0.000001527173,0.00009694319,0.0009087672,0.9920479,0.00006519588,0.00036390236,0.00016395468],"about_ca_topic_score_codex":0.000019681524,"about_ca_topic_score_gemma":0.00001834101,"teacher_disagreement_score":0.010919612,"about_ca_system_score_codex":0.00007554284,"about_ca_system_score_gemma":0.000011384088,"threshold_uncertainty_score":0.57424986},"labels":[],"label_agreement":null},{"id":"W2884291510","doi":"10.1155/2018/3931791","title":"Hysteretic Behavior of Eccentrically Loaded Reinforced Air‐Entrained Concrete Columns under Combined Effects of Freeze‐Thaw Cycles and Seawater Corrosion","year":2018,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"South China University of Technology; Beihang University; State Key Laboratory of Subtropical Building Science; National Natural Science Foundation of China","keywords":"Reinforced concrete; Corrosion; Seawater; Ductility (Earth science); Materials science; Seismic loading; Structural engineering; Chloride; Composite material; Geotechnical engineering; Geology; Metallurgy; Engineering; Oceanography","score_opus":0.004161511307419204,"score_gpt":0.20780741493084962,"score_spread":0.2036459036234304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884291510","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9724106,0.0010696144,0.024981037,0.00000930115,0.0006027439,0.0005020294,0.000013804014,0.00017551213,0.00023532851],"genre_scores_gemma":[0.99897456,0.00020754746,0.0006675965,0.00001642893,0.000028499577,0.00003917547,0.000008918844,0.000039539063,0.000017754015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864006,0.0000253375,0.00053651026,0.00024228032,0.00021080351,0.00034498214],"domain_scores_gemma":[0.9990765,0.00033746654,0.00007724735,0.00031253495,0.000079058045,0.00011718113],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00013136516,0.00024938627,0.00047433155,0.00015434496,0.00002488863,0.000010945965,0.0001688017,0.00012175423,0.000047082285],"category_scores_gemma":[0.00013305026,0.0002550059,0.000069244634,0.0002849947,0.00016328804,0.00024943,0.00008087954,0.00016947796,0.0000022618228],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009222475,0.00001100564,0.009258831,0.0015196784,0.0000123208565,0.0000118032085,0.0004941087,0.029671382,0.95743316,0.0005765534,0.000019571567,0.00089932693],"study_design_scores_gemma":[0.0033824248,0.00052135135,0.03407193,0.00095375633,0.000069588365,0.000010690132,0.0000974311,0.17404525,0.7860056,0.00006482211,0.00021227002,0.0005648494],"about_ca_topic_score_codex":0.000025249825,"about_ca_topic_score_gemma":0.00008057085,"teacher_disagreement_score":0.17142756,"about_ca_system_score_codex":0.00006181199,"about_ca_system_score_gemma":0.000013713049,"threshold_uncertainty_score":0.9999902},"labels":[],"label_agreement":null},{"id":"W2885422925","doi":"10.1061/(asce)cc.1943-5614.0000873","title":"Corrosion-Damaged RC Beams Repaired with Fabric-Reinforced Cementitious Matrix","year":2018,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Qatar National Research Fund; Qatar Foundation","keywords":"Materials science; Ductility (Earth science); Corrosion; Composite material; Beam (structure); Flexural strength; Reinforced concrete; Ultimate tensile strength; Cementitious; Yield (engineering); Ultimate load; Structural engineering; STRIPS; Cement; Finite element method; Creep","score_opus":0.006392457732976952,"score_gpt":0.21945507256417107,"score_spread":0.21306261483119412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885422925","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7166388,0.00006737383,0.2809871,0.000047858346,0.0012218015,0.00022415917,0.000009993232,0.00011532409,0.00068754447],"genre_scores_gemma":[0.96673244,0.000015675452,0.032766532,0.00002938708,0.00029905635,0.000004703728,0.0000085182,0.000021861026,0.000121838144],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989507,0.000024040824,0.0005102761,0.000106007006,0.00022735077,0.00018160784],"domain_scores_gemma":[0.9988211,0.000093918556,0.00023894395,0.0001798999,0.000553784,0.00011234875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021924407,0.00015054602,0.00026717538,0.00016292332,0.0001609904,0.000072246294,0.0001240558,0.00006908947,0.00010310175],"category_scores_gemma":[0.000043136457,0.00012586144,0.00013002615,0.0001905514,0.00014992798,0.00029925263,0.000015923186,0.00014851948,0.000008005674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009556744,0.000015770025,0.0023525169,0.00012400911,0.00007129234,0.000007631125,0.00036010798,0.0035649647,0.9804841,0.0007141232,0.0026342953,0.008715508],"study_design_scores_gemma":[0.008233959,0.004691309,0.0025062808,0.0004911419,0.00046459908,0.003342238,0.0008758473,0.15037926,0.8118246,0.0009590702,0.015344482,0.00088722416],"about_ca_topic_score_codex":0.0000031177337,"about_ca_topic_score_gemma":0.000004060893,"teacher_disagreement_score":0.2500936,"about_ca_system_score_codex":0.00010444944,"about_ca_system_score_gemma":0.000042613334,"threshold_uncertainty_score":0.513248},"labels":[],"label_agreement":null},{"id":"W2892732085","doi":"10.21809/rilemtechlett.2018.55","title":"Experiences from RILEM TC 235-CTC in recommending a test method for chloride threshold values in concrete","year":2018,"lang":"en","type":"article","venue":"RILEM Technical Letters","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Test (biology); Value (mathematics); Service (business); Test method; Computer science; Round robin test; Threshold limit value; Reliability engineering; Service life; Corrosion; Operations research; Simulation; Forensic engineering; Engineering; Statistics; Medicine; Materials science; Mathematics; Metallurgy; Business; Machine learning; Marketing","score_opus":0.020464940052474734,"score_gpt":0.2890329704778466,"score_spread":0.26856803042537186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2892732085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9734432,0.000067769,0.022541035,0.0015925146,0.0006572825,0.0005742306,0.000048068247,0.0005109243,0.0005649643],"genre_scores_gemma":[0.97243166,0.00001167677,0.025323013,0.0014422156,0.00031718533,0.00041493415,0.000014722606,0.000038938477,0.0000056544227],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99815345,0.00005288949,0.0005900136,0.00051036326,0.00018313964,0.00051016896],"domain_scores_gemma":[0.9979382,0.0014236211,0.000055358603,0.00044362442,0.000023072518,0.00011610577],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00073763845,0.00026205636,0.0004421153,0.0001744413,0.000064522734,0.00005584285,0.00039847635,0.00018067742,0.00022685736],"category_scores_gemma":[0.0005630348,0.00025452775,0.00012824114,0.00039014604,0.00015166424,0.00017373858,0.00010637708,0.0003622838,0.000016316071],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023843811,0.000020706895,0.021458704,0.00007120255,0.00001533271,0.000027632857,0.005155862,0.0001809253,0.94829005,0.0002497393,0.018389443,0.0059019453],"study_design_scores_gemma":[0.006715265,0.0008158833,0.036364153,0.0011414482,0.000076538745,0.000025208337,0.00451102,0.2987573,0.5848458,0.0037273807,0.059651624,0.0033683889],"about_ca_topic_score_codex":0.000120231285,"about_ca_topic_score_gemma":0.00015628335,"teacher_disagreement_score":0.3634443,"about_ca_system_score_codex":0.00023810423,"about_ca_system_score_gemma":0.000013926486,"threshold_uncertainty_score":0.9999907},"labels":[],"label_agreement":null},{"id":"W2895629017","doi":"10.1016/j.jtte.2018.10.001","title":"Sustainable education for bridge engineers","year":2018,"lang":"en","type":"article","venue":"Journal of Traffic and Transportation Engineering (English Edition)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Bridge (graph theory); Engineering; Construction engineering; Civil engineering; Structural engineering; Forensic engineering; Medicine","score_opus":0.005435579370516639,"score_gpt":0.20472779952683257,"score_spread":0.19929222015631592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895629017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90815616,0.0004067432,0.08730657,0.00006338383,0.0035463823,0.00020143471,0.00002807004,0.00019070755,0.00010055717],"genre_scores_gemma":[0.9959565,0.00006521539,0.0022317918,0.000024825675,0.0015959663,0.000016163354,0.000039695704,0.000027047869,0.00004278452],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99920017,0.000004442453,0.00038458625,0.000094251984,0.00013495977,0.00018160415],"domain_scores_gemma":[0.9989515,0.00007982461,0.000063360094,0.000073815114,0.0006944492,0.00013708299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021276767,0.00013282007,0.0001791905,0.00019124385,0.00005464962,0.00003760026,0.000067985646,0.000074242285,0.000033929493],"category_scores_gemma":[0.00011030632,0.00013821537,0.00009477199,0.00017106041,0.000029209914,0.00044775952,9.561752e-7,0.00013689222,8.71159e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033864053,0.0003009079,0.0007106417,0.0035921459,0.0003230969,0.000027423379,0.021547426,0.81816393,0.0033015243,0.01758079,0.09030016,0.043813303],"study_design_scores_gemma":[0.0066853696,0.0016268118,0.17929845,0.000735451,0.00067650026,0.00011053721,0.007932395,0.26440954,0.0062706745,0.00040728014,0.5299863,0.0018607002],"about_ca_topic_score_codex":9.033567e-7,"about_ca_topic_score_gemma":0.0000031155218,"teacher_disagreement_score":0.5537544,"about_ca_system_score_codex":0.00005512185,"about_ca_system_score_gemma":0.000069601694,"threshold_uncertainty_score":0.5636259},"labels":[],"label_agreement":null},{"id":"W2899054737","doi":"10.1051/matecconf/201819905006","title":"Galvanic cathodic protection of corroded reinforced concrete structures","year":2018,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"RTDS Technologies (Canada)","funders":"","keywords":"Cathodic protection; Corrosion; Galvanic cell; Spall; Reinforced concrete; Galvanic anode; Galvanic corrosion; Rust (programming language); Demolition; Materials science; Anode; Forensic engineering; Metallurgy; Engineering; Computer science; Composite material; Civil engineering; Chemistry","score_opus":0.020725513126477992,"score_gpt":0.23025050497109864,"score_spread":0.20952499184462064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899054737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9827871,0.00006216256,0.0023567881,0.000016094873,0.0003983188,0.00023299825,0.000015973377,0.00015940456,0.013971162],"genre_scores_gemma":[0.999618,0.000020686417,0.00022042265,0.000007905748,0.000037414215,0.0000108801505,0.000003945049,0.000009209042,0.00007154913],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99919415,0.000032406864,0.00034212146,0.00012626086,0.00016492524,0.00014013782],"domain_scores_gemma":[0.9993809,0.00003021183,0.00010217672,0.0002465372,0.00019508922,0.000045126726],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00015673145,0.00012437429,0.0002624433,0.00008260154,0.00003200158,0.000015614698,0.00016237966,0.00009044716,0.0010979449],"category_scores_gemma":[0.00008750679,0.00010704432,0.00005375371,0.00014302574,0.00023645251,0.000066695386,0.000027373084,0.00008778972,0.0000127698495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005397731,5.443095e-7,0.0006119992,0.00022830284,0.000009815373,2.9714974e-7,0.00030118792,0.000077344645,0.9902943,0.0053759012,0.00014068415,0.0029056757],"study_design_scores_gemma":[0.00037735986,0.00024664865,0.0042843213,0.00007315491,0.000018240242,0.0000037585805,0.00021340443,0.053560678,0.93896383,0.0005892306,0.001492195,0.00017718135],"about_ca_topic_score_codex":0.00014389644,"about_ca_topic_score_gemma":0.0000424277,"teacher_disagreement_score":0.053483333,"about_ca_system_score_codex":0.000013797894,"about_ca_system_score_gemma":0.00014853422,"threshold_uncertainty_score":0.99981517},"labels":[],"label_agreement":null},{"id":"W2899258777","doi":"10.1007/s40091-018-0204-2","title":"Simplified finite element model for evaluation of ultimate capacity of corrosion-damaged reinforced concrete beam-columns","year":2018,"lang":"en","type":"article","venue":"International Journal of Advanced Structural Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"","keywords":"Structural engineering; Corrosion; Finite element method; Beam (structure); Solid mechanics; Stiffness; Nonlinear system; Slab; Girder; Materials science; Displacement (psychology); Reinforcement; Sensitivity (control systems); Convergence (economics); Structural health monitoring; Engineering; Composite material; Physics","score_opus":0.022746803609610886,"score_gpt":0.2848499511581809,"score_spread":0.26210314754857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899258777","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74947315,0.000034399833,0.24909486,0.000013044847,0.001028962,0.00020601807,0.000093836825,0.00002467066,0.000031045278],"genre_scores_gemma":[0.97987974,0.000015467216,0.019912792,0.000011270601,0.00012695623,0.000008274357,0.000015977696,0.00002133787,0.000008199183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99818176,0.000014484602,0.0008730009,0.00011052219,0.0006508296,0.00016939364],"domain_scores_gemma":[0.99700165,0.00019769235,0.0003694234,0.0001531852,0.0021982777,0.000079771184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005249538,0.00016840623,0.00032392566,0.00018586889,0.000027631819,0.000015374027,0.00030232087,0.000062974104,0.00006331162],"category_scores_gemma":[0.0008001026,0.00016206283,0.00017389802,0.0000978967,0.00005301943,0.00032564581,0.000035195077,0.00015710195,3.7628692e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000118473385,4.6425373e-7,0.000023088121,0.000034250108,0.000030384208,2.0427647e-7,0.000255504,0.5973213,0.40073782,0.00011639828,0.000008452838,0.0013537095],"study_design_scores_gemma":[0.001585756,0.000088868284,0.00038138556,0.000098854536,0.000034990688,0.000007815084,0.00004000112,0.7139488,0.28350574,0.00018150728,0.000021068296,0.00010521828],"about_ca_topic_score_codex":0.0000031392253,"about_ca_topic_score_gemma":0.0000027202611,"teacher_disagreement_score":0.23040655,"about_ca_system_score_codex":0.0002158857,"about_ca_system_score_gemma":0.000057994977,"threshold_uncertainty_score":0.66087306},"labels":[],"label_agreement":null},{"id":"W2905345399","doi":"10.1016/j.conbuildmat.2018.12.039","title":"On bond-slip response and development length of steel bars in pre-cracked concrete","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Hydro-Québec","keywords":"Cracking; Materials science; Bond; Slip (aerodynamics); Bond strength; Structural engineering; Residual; Ultimate tensile strength; Steel bar; Bar (unit); Composite material; Engineering; Computer science; Geology; Adhesive; Thermodynamics; Physics","score_opus":0.010887621684692182,"score_gpt":0.2315458704990716,"score_spread":0.22065824881437943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905345399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99881536,0.000038226328,0.00022730994,0.000018508139,0.00057544827,0.00015197038,0.000011748715,0.00007106136,0.00009035259],"genre_scores_gemma":[0.99514574,0.000026032538,0.004751927,0.000022159382,0.00002393613,0.000007689809,0.0000018587359,0.000010589444,0.000010082392],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99922156,0.00007261616,0.0003249619,0.00017408445,0.00007668442,0.00013008593],"domain_scores_gemma":[0.9996239,0.00012069085,0.000048395632,0.0001175646,0.000034064436,0.000055360895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004926401,0.00011793047,0.00022062832,0.00011607948,0.000049146816,0.00003642523,0.000039406044,0.00007650427,0.00015638402],"category_scores_gemma":[0.00013061125,0.00011348167,0.00000985009,0.00006623579,0.00019387153,0.00007003352,0.00003489241,0.000047859383,0.0000033185497],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043439487,0.0000011957324,0.0012782876,0.00006835791,0.000005534614,6.6549694e-7,0.0004809029,0.0000039600145,0.9897075,0.00068326126,0.00003826687,0.0072976444],"study_design_scores_gemma":[0.0007072025,0.00006656828,0.047002885,0.00011903788,0.0000042524375,0.000016221493,0.00011349846,0.00010797474,0.95012105,0.0001259597,0.0014713705,0.00014400412],"about_ca_topic_score_codex":0.0000073990855,"about_ca_topic_score_gemma":0.0000028368663,"teacher_disagreement_score":0.045724597,"about_ca_system_score_codex":0.000033486227,"about_ca_system_score_gemma":0.000024537552,"threshold_uncertainty_score":0.4627648},"labels":[],"label_agreement":null},{"id":"W2905984299","doi":"10.1016/j.cemconres.2018.12.006","title":"A modified accelerated chloride migration tests for UHPC and UHPFRC with PVA and steel fibers","year":2018,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Chloride; Durability; Materials science; Fiber-reinforced concrete; Composite material; Penetration (warfare); Cement; Reinforced concrete; Metallurgy; Engineering","score_opus":0.11124198580117522,"score_gpt":0.34218730215541815,"score_spread":0.23094531635424292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905984299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971393,0.00040946144,0.00040879464,0.0002828213,0.000042161362,0.0006677151,0.000012543624,0.00006631346,0.00097093976],"genre_scores_gemma":[0.9988307,0.00038244828,0.00018985252,0.000030467696,0.00007591221,0.00009992876,0.00001626738,0.000017402255,0.00035705022],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990165,0.000036826783,0.00014420161,0.00027608182,0.00020846428,0.00031792643],"domain_scores_gemma":[0.9992155,0.00021645043,0.000014486612,0.00016067705,0.00023105956,0.00016186296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005294851,0.00012732891,0.00015092669,0.00009442056,0.00021864145,0.00015313423,0.000059093658,0.00006593499,0.000036119814],"category_scores_gemma":[0.00006744214,0.0001043393,0.000012700697,0.00016782613,0.0002565795,0.00013190511,0.00005985603,0.00013243721,0.0000023806965],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004281449,0.000014421153,0.022901053,0.0014904704,0.00021328704,0.000014186285,0.0069069876,0.000049700586,0.86563617,0.0033079558,0.009417163,0.085767135],"study_design_scores_gemma":[0.011638977,0.005125658,0.034810744,0.0004051111,0.00010376034,0.000030215428,0.0033232395,0.679944,0.20818184,0.0008012087,0.054240443,0.0013948088],"about_ca_topic_score_codex":0.00005909302,"about_ca_topic_score_gemma":0.00013046773,"teacher_disagreement_score":0.67989427,"about_ca_system_score_codex":0.000035046167,"about_ca_system_score_gemma":0.000032457803,"threshold_uncertainty_score":0.42548332},"labels":[],"label_agreement":null},{"id":"W2906494374","doi":"10.3390/app9010024","title":"Bearing Capacity Model of Corroded RC Eccentric Compression Columns Based on Hermite Interpolation and Fourier Fitting","year":2018,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Hermite interpolation; Structural engineering; Fourier series; Interpolation (computer graphics); Bearing capacity; Piecewise; Spline interpolation; Pier; Bending; Mathematics; Materials science; Hermite polynomials; Mathematical analysis; Engineering; Bilinear interpolation","score_opus":0.03406342737072821,"score_gpt":0.23393257982907784,"score_spread":0.19986915245834963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2906494374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9529989,0.000008183609,0.034698017,0.000015419915,0.00010614999,0.00013138994,0.000003815877,0.00007336244,0.011964766],"genre_scores_gemma":[0.9945505,0.000001302283,0.005359512,0.00004703186,0.000021654154,0.0000048781058,8.322069e-7,0.0000051685474,0.000009068479],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992778,0.000013394712,0.00016633558,0.000194816,0.00020027891,0.00014739137],"domain_scores_gemma":[0.9996396,0.00009466134,0.000045255994,0.00013420278,0.0000317128,0.000054615066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035592937,0.00008285775,0.000116543306,0.00007837564,0.00016874893,0.00003525278,0.00011207661,0.000041191826,0.000031202937],"category_scores_gemma":[0.000040969295,0.00007365152,0.000019390513,0.0002257782,0.00026585947,0.000075393415,0.00003911751,0.00007752565,0.000003060195],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005947424,0.000034054137,0.014347561,0.000115026414,0.000003824348,2.1336325e-7,0.0017302193,0.18001987,0.78252447,0.0020875304,0.00025381753,0.018823914],"study_design_scores_gemma":[0.00016770785,0.000032020907,0.0024565181,0.000035189565,0.0000033221995,1.7763037e-7,0.00008735183,0.9658197,0.03109932,0.00020175765,0.000016124653,0.00008079023],"about_ca_topic_score_codex":0.00001425299,"about_ca_topic_score_gemma":0.000019572004,"teacher_disagreement_score":0.78579986,"about_ca_system_score_codex":0.000020220667,"about_ca_system_score_gemma":0.000016574042,"threshold_uncertainty_score":0.30034217},"labels":[],"label_agreement":null},{"id":"W2908724694","doi":"10.1016/j.ijfatigue.2019.01.002","title":"Effects of pre-fatigue damage on high-cycle fatigue behavior and chloride permeability of RC beams","year":2019,"lang":"en","type":"article","venue":"International Journal of Fatigue","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Beihang University; National Natural Science Foundation of China","keywords":"Materials science; Chloride; Corrosion fatigue; Composite material; Fatigue limit; Fatigue testing; Structural engineering; Corrosion; Residual stress; Metallurgy; Engineering","score_opus":0.011575041779300537,"score_gpt":0.2640351042845062,"score_spread":0.2524600625052057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2908724694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962189,0.00010108026,0.001568962,0.00008589398,0.0013855769,0.00026752363,0.000038688886,0.000021780581,0.00031157548],"genre_scores_gemma":[0.9993847,0.00006118377,0.00038561894,0.000021832431,0.00008926619,0.0000057611733,0.000006820472,0.000020156818,0.000024633948],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99830306,0.00005753521,0.00073748856,0.00016035038,0.0006056078,0.00013598605],"domain_scores_gemma":[0.9984682,0.00043774856,0.00032721355,0.00022913876,0.00042582318,0.000111881454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032891444,0.00017890704,0.00040731128,0.00019523312,0.000016488533,0.000024188923,0.00038954662,0.000094669536,0.00018086148],"category_scores_gemma":[0.00028847202,0.00015839722,0.00016701428,0.00009065288,0.000090152316,0.0002533708,0.0000654898,0.00028033523,0.000002625204],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016418406,0.00087961054,0.2764886,0.001328722,0.00045990953,0.00008338264,0.0028791341,0.05041357,0.6331373,0.0025044205,0.00031458045,0.029868957],"study_design_scores_gemma":[0.0018901542,0.0004494424,0.6250805,0.0005209505,0.000058805857,0.000022695182,0.000078794495,0.0034220174,0.36790425,0.00030323153,0.000074321346,0.0001948141],"about_ca_topic_score_codex":0.00006475586,"about_ca_topic_score_gemma":0.0000060644797,"teacher_disagreement_score":0.34859192,"about_ca_system_score_codex":0.00011005208,"about_ca_system_score_gemma":0.000039500872,"threshold_uncertainty_score":0.6459251},"labels":[],"label_agreement":null},{"id":"W2909571677","doi":"10.21809/rilemtechlett.2018.70","title":"Detection of the critical chloride threshold of carbon steel rebar in synthetic concrete pore solutions.","year":2019,"lang":"en","type":"article","venue":"RILEM Technical Letters","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cementitious; Rebar; Corrosion; Chloride; Service life; Reinforced concrete; Materials science; Carbon steel; Structural engineering; Composite material; Metallurgy; Cement; Engineering","score_opus":0.00885248016088861,"score_gpt":0.20651430300661786,"score_spread":0.19766182284572925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2909571677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99721825,0.00006935462,0.0003004916,0.000784449,0.00036868858,0.00028320678,0.0000093897,0.00011202128,0.000854148],"genre_scores_gemma":[0.9997648,0.0000073376423,0.000054568063,0.000116758536,0.000019955745,0.00001557632,8.5777134e-7,0.000016148158,0.00000397119],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99894994,0.000039357103,0.00039533293,0.00018007102,0.00021199498,0.00022329425],"domain_scores_gemma":[0.99914026,0.00023072404,0.000037588587,0.00052189105,0.000028363918,0.000041190717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002937966,0.0001162956,0.00025181394,0.00006817589,0.000017436012,0.000004708649,0.00021137831,0.00012303327,0.000029533196],"category_scores_gemma":[0.0002222569,0.00009445369,0.0001298532,0.0002552065,0.0001906211,0.00004172466,0.00008246766,0.00033074844,0.0000030961326],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002595984,0.0000036381514,0.0023073065,0.00009938554,0.000002794822,0.0000011288809,0.000019944056,0.00060232065,0.99613506,0.0006110486,0.000038598482,0.00015279542],"study_design_scores_gemma":[0.0008195722,0.00012303311,0.05535976,0.0004724104,0.000054594035,0.000027429265,0.00006775127,0.044898167,0.89656,0.0003324018,0.00085047586,0.00043436512],"about_ca_topic_score_codex":0.0000335427,"about_ca_topic_score_gemma":0.000021021677,"teacher_disagreement_score":0.099575035,"about_ca_system_score_codex":0.00010267313,"about_ca_system_score_gemma":0.000012652504,"threshold_uncertainty_score":0.38517097},"labels":[],"label_agreement":null},{"id":"W2913402055","doi":"10.1139/cjce-2018-0452","title":"Application of the factor method to the service life prediction of architectural concrete","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundação para a Ciência e a Tecnologia; Universidade de Lisboa","keywords":"Durability; Service life; Service (business); Similarity (geometry); Computer science; Factor (programming language); Process (computing); Structural engineering; Engineering; Reliability engineering; Database; Artificial intelligence","score_opus":0.007643528790858623,"score_gpt":0.1888310885037092,"score_spread":0.18118755971285058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2913402055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88110435,0.00022945921,0.11691627,0.0004654424,0.00073722686,0.00025195046,0.00006662706,0.000015873457,0.00021279333],"genre_scores_gemma":[0.99942577,0.0000015231067,0.0004122211,0.00006264812,0.00007370909,0.0000026552505,6.4606826e-7,0.000014699869,0.0000061406013],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993042,0.000026246445,0.0003300322,0.000058772006,0.00014111563,0.00013966628],"domain_scores_gemma":[0.99919677,0.00010802841,0.000082450955,0.00024738087,0.00013947664,0.00022588114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026515144,0.00008946198,0.00017971345,0.0001076215,0.000019787705,0.000009721885,0.00029018294,0.000043578406,0.00007012111],"category_scores_gemma":[0.00012234434,0.00006062655,0.00009202137,0.00029879995,0.000009733343,0.000051957333,0.000012880115,0.00021424532,0.0000025176848],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006661408,3.6365086e-7,0.004705079,0.0001633334,0.00003197143,2.663817e-7,0.0013038516,0.7825484,0.20943561,0.00009082305,0.0001310026,0.001582579],"study_design_scores_gemma":[0.0005090761,0.000089880945,0.20967788,0.0002895713,0.000055745397,0.0000672014,0.00025258068,0.7249753,0.038730428,0.0000271019,0.025104253,0.00022097376],"about_ca_topic_score_codex":0.0005351944,"about_ca_topic_score_gemma":0.0064067924,"teacher_disagreement_score":0.2049728,"about_ca_system_score_codex":0.00007612088,"about_ca_system_score_gemma":0.00014780425,"threshold_uncertainty_score":0.35751405},"labels":[],"label_agreement":null},{"id":"W2915003425","doi":"10.1520/acem20180114","title":"Culvert Prototype Made with Seawater Concrete: Materials Characterization, Monitoring, and Environmental Impact","year":2019,"lang":"en","type":"article","venue":"Advances in Civil Engineering Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Seawater; Durability; Corrosion; Service life; Culvert; Reinforcement; Carbonation; Environmental science; Materials science; Asphalt concrete; Geotechnical engineering; Composite material; Asphalt; Engineering; Geology","score_opus":0.0031171595526485137,"score_gpt":0.19858206253179173,"score_spread":0.1954649029791432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2915003425","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973491,0.00030205687,0.0002814199,0.00000509588,0.0009014122,0.0007523906,0.000118506934,0.00023737185,0.000052683856],"genre_scores_gemma":[0.998626,0.00064483116,0.00024246937,0.0000056600848,0.00010689735,0.0001489918,0.00010696448,0.00007174506,0.000046464655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99880946,0.0000265958,0.00035173784,0.00029952405,0.00015614767,0.00035654858],"domain_scores_gemma":[0.99954015,0.000034219633,0.00004742854,0.0002805138,0.000010322237,0.00008735537],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017566606,0.00031526768,0.00040513877,0.00009414384,0.000021111104,0.00009263741,0.00011879023,0.000097262244,0.0011042024],"category_scores_gemma":[0.0000116818555,0.0002654344,0.000022185763,0.000086215434,0.00003117023,0.00060856354,0.000049348917,0.00008989031,0.000045651],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008189276,0.0000028910104,0.018572947,0.00030823884,0.000010881517,0.0000050206118,0.00011906756,0.0028658046,0.97787386,0.000010759178,0.0000016680448,0.00014698601],"study_design_scores_gemma":[0.0007365643,0.00014948868,0.07813049,0.00025635987,0.000009694401,0.000026069683,0.00002201342,0.000819858,0.9173789,0.0000070776177,0.0019731114,0.000490376],"about_ca_topic_score_codex":0.00000904076,"about_ca_topic_score_gemma":0.0000012958851,"teacher_disagreement_score":0.06049495,"about_ca_system_score_codex":0.00011596258,"about_ca_system_score_gemma":0.000008529918,"threshold_uncertainty_score":0.9999798},"labels":[],"label_agreement":null},{"id":"W2919402388","doi":"10.1007/s13349-019-00327-w","title":"A two-phase model to predict the remaining useful life of corroded reinforced concrete beams","year":2019,"lang":"en","type":"article","venue":"Journal of Civil Structural Health Monitoring","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Unavailability; Residual; Computer science; Structural health monitoring; Process (computing); Reliability engineering; Bridge (graph theory); Component (thermodynamics); Structural engineering; Engineering; Data mining; Algorithm","score_opus":0.02828930490592171,"score_gpt":0.30930923733341964,"score_spread":0.28101993242749795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2919402388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935498,0.00052875903,0.002267547,0.00027373747,0.002702997,0.0003834875,0.000013631702,0.000059184582,0.00022084663],"genre_scores_gemma":[0.9973342,0.00007448194,0.0018727186,0.00012843755,0.0005173512,0.0000031787756,0.0000010930164,0.00003326042,0.00003532324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9974956,0.00007959161,0.0012463899,0.00015447731,0.00058737124,0.00043657335],"domain_scores_gemma":[0.99812335,0.0002057831,0.0004993973,0.00039797812,0.00027188816,0.00050162734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009461758,0.0002275895,0.00063396565,0.00013847025,0.000118769785,0.000040298444,0.00038582654,0.00007317994,0.000039787068],"category_scores_gemma":[0.00026612755,0.00016253575,0.00018742979,0.00026610776,0.0000351949,0.0002834244,0.00007360866,0.0005910958,0.0000032586347],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005999973,0.0000015003227,0.009756601,0.0005614949,0.00006275286,0.0000053179556,0.0053553022,0.9244076,0.053612303,0.00014617965,0.00046842682,0.0050225207],"study_design_scores_gemma":[0.004758934,0.001138519,0.00999978,0.0011159189,0.000044751465,0.000107489504,0.0016874629,0.96824694,0.012092038,0.00010627004,0.0002885166,0.00041338033],"about_ca_topic_score_codex":0.00003650928,"about_ca_topic_score_gemma":0.0000059352183,"teacher_disagreement_score":0.043839335,"about_ca_system_score_codex":0.00026167723,"about_ca_system_score_gemma":0.00028639522,"threshold_uncertainty_score":0.66280156},"labels":[],"label_agreement":null},{"id":"W2919848169","doi":"10.1520/stp160920170227","title":"CEPRA: A New Test Method for Rebar Corrosion Rate Measurement","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Rebar; Corrosion; Materials science; Test (biology); Reliability engineering; Forensic engineering; Composite material; Engineering; Geology","score_opus":0.0458394123130067,"score_gpt":0.24988148525212386,"score_spread":0.20404207293911716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2919848169","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000024854048,0.00067781995,0.44604638,0.00020098109,0.0014365327,0.0013299463,0.000070157235,0.00056865613,0.54966706],"genre_scores_gemma":[0.0012441713,0.00021925587,0.020666506,0.0003910419,0.00035033174,0.000030497167,0.000061764425,0.00020874785,0.9768277],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99844027,0.000013673666,0.0004580534,0.0004776855,0.00033369978,0.00027664294],"domain_scores_gemma":[0.99838215,0.00040836097,0.00007670316,0.0007016952,0.00022757713,0.00020351214],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00076922006,0.00045217737,0.0005688509,0.00009593307,0.000043933418,0.000046301317,0.00021122227,0.0003974576,0.0024416652],"category_scores_gemma":[0.0002488168,0.00040331783,0.00032152407,0.000024671883,0.000014263286,0.000056458226,0.00006818047,0.00031188375,0.00058571564],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016713412,0.000021305397,0.0000346838,0.0014725113,0.00008016885,0.000005679218,0.00015203754,0.00075086806,0.15707204,0.04977554,0.69373786,0.09673017],"study_design_scores_gemma":[0.00076429435,0.00013692005,0.000020929288,0.00024559192,0.00010832863,0.0000035766202,0.0000053959357,0.015583938,0.004765515,0.003372484,0.9743409,0.00065209717],"about_ca_topic_score_codex":0.000019190926,"about_ca_topic_score_gemma":0.000111177505,"teacher_disagreement_score":0.42716062,"about_ca_system_score_codex":0.00029088,"about_ca_system_score_gemma":0.00017796365,"threshold_uncertainty_score":0.99984187},"labels":[],"label_agreement":null},{"id":"W2921078089","doi":"10.1139/cjce-2018-0482","title":"The effect of amino-alcohol-based corrosion inhibitors on concrete durability","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Durability; Chloride; Penetration (warfare); Scanning electron microscope; Materials science; Composite material; Steel bar; Corrosion inhibitor; Reinforced concrete; Metallurgy; Engineering","score_opus":0.004575627063675363,"score_gpt":0.1814018822681783,"score_spread":0.17682625520450293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921078089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952728,0.00058248267,0.0005511636,0.00006973734,0.0023612266,0.00022565143,0.000012730653,0.00003692818,0.0008872703],"genre_scores_gemma":[0.9998231,0.000008751485,0.000016319182,0.000016330316,0.000080998514,0.00000308013,0.000001436063,0.00003336777,0.000016601989],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987112,0.000056676683,0.0005258953,0.00011752999,0.00024334279,0.00034532478],"domain_scores_gemma":[0.99821156,0.0007770026,0.000108191874,0.00036309595,0.000105946,0.00043420805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086792663,0.00021302233,0.0003742529,0.00020695625,0.000060459985,0.000041418207,0.00027660705,0.00010451493,0.00013502938],"category_scores_gemma":[0.0005025571,0.00015776267,0.00023012045,0.00023089781,0.000059008045,0.00009260553,0.000008228879,0.0004405991,0.000013638985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020556134,0.0000023623702,0.079037696,0.00078376854,0.000051978088,0.00004933028,0.00025767312,0.75158983,0.16189362,0.00016133492,0.0025006544,0.003466178],"study_design_scores_gemma":[0.0058709932,0.003301262,0.063434765,0.0022134527,0.00015014817,0.000108652835,0.00012188977,0.41554382,0.46490142,0.000033693555,0.042999476,0.0013204246],"about_ca_topic_score_codex":0.00010764117,"about_ca_topic_score_gemma":0.003112705,"teacher_disagreement_score":0.336046,"about_ca_system_score_codex":0.00028898334,"about_ca_system_score_gemma":0.0001759029,"threshold_uncertainty_score":0.6433375},"labels":[],"label_agreement":null},{"id":"W2923220324","doi":"10.1016/j.engstruct.2019.03.036","title":"Proposal of poro-mechanical coupling among ASR, corrosion and frost action for damage assessment of structural concrete with water","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Infrastructure Security and Energy Restoration; National Key Research and Development Program of China; Japan Science and Technology Agency; Swine Innovation Porc","keywords":"Corrosion; Materials science; Structural engineering; Durability; Cracking; Coupling (piping); Deformation (meteorology); Fracture mechanics; Fracture (geology); Scale (ratio); Composite material; Geotechnical engineering; Engineering","score_opus":0.005589245374019373,"score_gpt":0.22861220467847632,"score_spread":0.22302295930445695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2923220324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97438866,0.00003377309,0.024481287,0.000006698915,0.0004477074,0.0004792163,0.000040104467,0.00011001852,0.0000125326815],"genre_scores_gemma":[0.9893735,0.0000040665727,0.010488283,0.0000025390066,0.00003528319,0.000011391513,0.00003885252,0.000037398724,0.000008667026],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991265,0.000006557391,0.00028225704,0.00020206282,0.00017528585,0.0002073532],"domain_scores_gemma":[0.9995036,0.0000942235,0.00005194124,0.00021510417,0.000071027775,0.00006407795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011690134,0.00019808358,0.00033464388,0.000072007264,0.000027309994,0.000020205613,0.000088722256,0.00010787038,0.000054473257],"category_scores_gemma":[0.000022509123,0.00014107287,0.000053580425,0.00005625021,0.0000415662,0.00012928741,0.000038559196,0.00017747667,1.7592862e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004614074,4.614137e-7,0.0057396074,0.0005382364,0.000015117338,4.5449113e-7,0.000092923176,0.15972832,0.83306885,0.0006760537,0.0000048222837,0.000089011846],"study_design_scores_gemma":[0.0005768072,0.00013481222,0.037780147,0.000057968573,0.000021520584,0.0000033483127,0.000050113187,0.52625626,0.4348994,0.00004923688,0.000017364058,0.00015301419],"about_ca_topic_score_codex":0.000012939364,"about_ca_topic_score_gemma":0.0000027667718,"teacher_disagreement_score":0.39816946,"about_ca_system_score_codex":0.0000383889,"about_ca_system_score_gemma":0.000016329444,"threshold_uncertainty_score":0.5752785},"labels":[],"label_agreement":null},{"id":"W2924542448","doi":"10.2749/vancouver.2017.0880","title":"Life-cycle cost analysis of concrete structures reinforced with stainless steel reinforcing bars","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rebar; Durability; Spall; Service life; Corrosion; Materials science; Reinforced concrete; Chloride; Structural engineering; Composite material; Concrete cover; Metallurgy; Engineering","score_opus":0.013970473711661584,"score_gpt":0.25048533943969487,"score_spread":0.2365148657280333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2924542448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9801806,0.00003348049,0.005311858,0.000024661333,0.00014337648,0.0002203355,0.000017785464,0.00013629516,0.013931562],"genre_scores_gemma":[0.99900633,0.000013782199,0.00044339878,0.000022369144,0.00002675861,0.000010538075,0.000032594457,0.000020832676,0.00042338762],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987103,0.000012078315,0.00052126567,0.00022310155,0.00030659244,0.00022665865],"domain_scores_gemma":[0.9978684,0.00005696075,0.00032263633,0.0013693785,0.00016868675,0.00021390083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031613765,0.00017075412,0.00049486174,0.00013551996,0.00015451787,0.000084064,0.000241994,0.000086815795,0.00018163772],"category_scores_gemma":[0.0005877765,0.00014370363,0.00015666492,0.00019190516,0.00011886715,0.00020020422,0.00006872527,0.00014001604,0.0000017755958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028852365,0.0000020142882,0.13470575,0.0004699053,0.0022691346,0.0006868835,0.0010804627,0.8226034,0.027686257,0.0028222408,0.0006235357,0.0067618974],"study_design_scores_gemma":[0.0012361164,0.000107834385,0.36547396,0.000098125805,0.0013193968,0.00010273309,0.0005695039,0.5989103,0.027571706,0.00004208444,0.003764065,0.00080423267],"about_ca_topic_score_codex":0.00023082984,"about_ca_topic_score_gemma":0.000043445434,"teacher_disagreement_score":0.2307682,"about_ca_system_score_codex":0.0000573245,"about_ca_system_score_gemma":0.000114271614,"threshold_uncertainty_score":0.5860064},"labels":[],"label_agreement":null},{"id":"W2924662172","doi":"10.1016/j.conbuildmat.2019.03.174","title":"Impulse response test for condition assessment of concrete: A review","year":2019,"lang":"en","type":"review","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Nondestructive testing; Impulse response; Impulse (physics); Stress wave; Structural engineering; Test method; Computer science; Acoustics; Engineering; Mathematics; Physics; Statistics; Mathematical analysis","score_opus":0.03410199003715116,"score_gpt":0.3540831691574402,"score_spread":0.31998117912028906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2924662172","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019701284,0.992204,0.0007886154,0.000015691572,0.0016777421,0.0019439996,0.0012102764,0.00013504816,0.00005450714],"genre_scores_gemma":[0.00053268933,0.9960441,0.0028916863,0.0000227936,0.000079329766,0.0001996571,0.0001662629,0.000044052536,0.000019442516],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982643,0.00019765539,0.00095162774,0.00030283714,0.00010979161,0.00017377896],"domain_scores_gemma":[0.99829334,0.0008523921,0.00035949665,0.00032493877,0.000101584716,0.000068266614],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010182394,0.00032358794,0.001808739,0.00013652768,0.000046583293,0.00005393414,0.00010582073,0.00023201923,0.00036230133],"category_scores_gemma":[0.00041813156,0.0002823358,0.00022395271,0.00012698813,0.0001091862,0.000081168815,0.00004389988,0.00010808631,0.000004947274],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032553493,0.000003272402,0.000005200007,0.34129772,0.000075289325,8.977523e-7,0.0000060441444,6.394304e-7,0.08256419,0.00072429824,0.0015729831,0.57371694],"study_design_scores_gemma":[0.0003815204,0.000082932376,0.000007958646,0.046775404,0.00077591557,0.0001315692,0.0000062251142,0.000028510294,0.003961591,0.000041636293,0.9474183,0.00038846902],"about_ca_topic_score_codex":0.0000011465211,"about_ca_topic_score_gemma":7.009051e-8,"teacher_disagreement_score":0.9458453,"about_ca_system_score_codex":0.00009776035,"about_ca_system_score_gemma":0.00013759253,"threshold_uncertainty_score":0.99996287},"labels":[],"label_agreement":null},{"id":"W2929475283","doi":"10.2749/vancouver.2017.0912","title":"Concrete Structure Assessment using ACI 562: History and Possible Next Steps","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Reliability (semiconductor); Strength reduction; Structural engineering; Reduction (mathematics); Reliability engineering; Reinforcement; Bending; Structural reliability; Computer science; Sensitivity (control systems); Strength of materials; Building code; Engineering; Finite element method; Mathematics; Probabilistic logic","score_opus":0.04224208481335904,"score_gpt":0.2871439453013444,"score_spread":0.24490186048798537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2929475283","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98647827,0.0004875204,0.00040650976,0.000027725466,0.0010228762,0.00011488493,0.0000054313477,0.00012363352,0.011333167],"genre_scores_gemma":[0.9977666,0.000025236643,0.0015307692,0.000024337643,0.00008161218,0.0000021742255,0.000005251272,0.000018944895,0.00054503663],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992419,0.000011888271,0.00022718789,0.00021107857,0.00014920304,0.00015876221],"domain_scores_gemma":[0.99901295,0.000016305363,0.000106086925,0.0007102341,0.00004632032,0.00010808077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017276639,0.00012540034,0.00018991795,0.000027321776,0.00014685305,0.00009481483,0.00010648332,0.00008578757,0.00026510496],"category_scores_gemma":[0.00007437489,0.000120881974,0.000042948213,0.0000138019595,0.0000766998,0.00024157598,0.000076926975,0.00016189892,0.0000016944854],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012759677,0.0000023510495,0.1342533,0.00024061496,0.000046944326,0.0008327975,0.00034757037,0.00016586394,0.8522311,0.000228511,0.0032742054,0.008364027],"study_design_scores_gemma":[0.0011920173,0.00006470356,0.70300984,0.00015216366,0.00013378933,0.0024518124,0.0002039004,0.080090225,0.010637598,0.00033218187,0.20060627,0.001125477],"about_ca_topic_score_codex":0.00008459407,"about_ca_topic_score_gemma":0.00001497122,"teacher_disagreement_score":0.84159344,"about_ca_system_score_codex":0.00028451026,"about_ca_system_score_gemma":0.00010188543,"threshold_uncertainty_score":0.4929424},"labels":[],"label_agreement":null},{"id":"W2940001422","doi":"10.2749/vancouver.2017.3060","title":"Sustainable Serviceability of Structural Concrete","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Serviceability (structure); Structural engineering; Cracking; Prestressed concrete; Deflection (physics); Creep; Grid; Cartesian coordinate system; Compatibility (geochemistry); Reinforced concrete; Engineering; Geotechnical engineering; Materials science; Mathematics; Physics; Geometry; Composite material","score_opus":0.011103219822617588,"score_gpt":0.2546809629335347,"score_spread":0.24357774311091712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2940001422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97503936,0.00005319373,0.00006323265,0.000044654036,0.0002535351,0.00012182201,0.0000033066356,0.000108365486,0.024312528],"genre_scores_gemma":[0.99895173,0.0000022830116,0.0001393131,0.0000058147366,0.000029882298,0.000003869236,0.0000039120105,0.000009057882,0.00085414166],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993022,0.0000088159195,0.0002674112,0.00013683498,0.00011992437,0.00016479591],"domain_scores_gemma":[0.99861145,0.00002192045,0.00009774154,0.0010547353,0.000151019,0.00006315589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029372048,0.000081725106,0.00017753388,0.00001504579,0.0001102577,0.000034232256,0.00018021713,0.00005170654,0.00019572275],"category_scores_gemma":[0.00031857053,0.00007536719,0.00006572024,0.000025882808,0.00007151407,0.00015773028,0.00008598945,0.00007818635,0.000004090098],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046672663,0.0000021661526,0.92418027,0.0015981311,0.000050261937,0.00083138584,0.0006769451,0.00027574567,0.06503663,0.0030621057,0.00086756016,0.0033721458],"study_design_scores_gemma":[0.0004503098,0.000033370216,0.9139749,0.000024206736,0.000028049668,0.00024090751,0.00038409646,0.013321647,0.057283502,0.0020659945,0.01185159,0.00034145176],"about_ca_topic_score_codex":0.00028814154,"about_ca_topic_score_gemma":0.000017235838,"teacher_disagreement_score":0.023912365,"about_ca_system_score_codex":0.000045637782,"about_ca_system_score_gemma":0.00003634481,"threshold_uncertainty_score":0.3073385},"labels":[],"label_agreement":null},{"id":"W2941384273","doi":"10.5006/c2018-11332","title":"Intelligent Corrosion Monitoring System for the Management of Existing Steel Transmission Structures","year":2018,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro One (Canada)","funders":"","keywords":"Corrosion; Transmission (telecommunications); Computer science; Materials science; Engineering; Metallurgy; Telecommunications","score_opus":0.048553266852042046,"score_gpt":0.28639383242605115,"score_spread":0.23784056557400912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2941384273","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15793674,0.0004909589,0.83205044,0.000016267377,0.0016486135,0.00062152353,0.0000042199986,0.0002978357,0.0069334265],"genre_scores_gemma":[0.9931599,0.00004699364,0.006464459,0.0000023801936,0.00010173155,0.000022054204,8.518174e-7,0.000014099807,0.00018752771],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99937725,0.000009262643,0.00023704684,0.000118108466,0.00012484383,0.00013346072],"domain_scores_gemma":[0.999561,0.00009254697,0.000025120034,0.00022187024,0.000060038634,0.0000394383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017963225,0.00009756781,0.00010840441,0.000023365017,0.00010602503,0.000016841246,0.00014245819,0.000035869733,0.00004453719],"category_scores_gemma":[0.00000402654,0.00006100795,0.00006454462,0.000079480706,0.000029657867,0.000029270692,0.00002863403,0.000046469868,0.000002927304],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015878244,0.000012273061,0.0005986011,0.0039905915,0.000053960157,0.0000013158402,0.0015498506,0.004974491,0.24125412,0.012569093,0.0003741515,0.73446274],"study_design_scores_gemma":[0.00033043005,0.000076359,0.0022342668,0.00046604173,0.00006278377,0.0000023714654,0.004385959,0.17894374,0.80366254,0.00010379435,0.009566715,0.00016497025],"about_ca_topic_score_codex":0.0000067764063,"about_ca_topic_score_gemma":0.0000011329238,"teacher_disagreement_score":0.83522314,"about_ca_system_score_codex":0.00005018294,"about_ca_system_score_gemma":0.000002873452,"threshold_uncertainty_score":0.2487832},"labels":[],"label_agreement":null},{"id":"W2944346214","doi":"10.1016/j.conbuildmat.2019.04.248","title":"Towards a unified low-cycle fatigue model of steel rebars: A meta-analysis","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Low-cycle fatigue; Structural engineering; Rebar; Service life; Corrosion; Reinforced concrete; Failure mode and effects analysis; Regression analysis; Materials science; Computer science; Engineering; Reliability engineering; Metallurgy; Machine learning","score_opus":0.0419426597411713,"score_gpt":0.25564852402054905,"score_spread":0.21370586427937777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944346214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98621845,0.000096652126,0.01244111,0.000027369271,0.00029712217,0.0001662145,0.00008707527,0.000121828,0.00054418435],"genre_scores_gemma":[0.9928172,0.000034367753,0.007049175,0.000018891293,0.000012701299,0.000010247113,0.000007364319,0.000011830714,0.000038183614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991031,0.0000469964,0.0003902579,0.00020796759,0.00012240806,0.00012925883],"domain_scores_gemma":[0.99948424,0.000030316147,0.000081570295,0.00027996625,0.00006527205,0.00005861417],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028059955,0.00014509147,0.0006834778,0.00015871297,0.000028136383,0.000054687032,0.00007695005,0.00008609473,0.0012281872],"category_scores_gemma":[0.00002669573,0.0001234095,0.00021463052,0.00021874187,0.00006268992,0.00012389527,0.000039851966,0.000047307036,0.000004186102],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017847335,0.000003616778,0.00013805993,0.00014399593,0.002026829,1.4440928e-7,0.00008425912,0.018388985,0.9757398,0.0028253356,0.000009820793,0.00062131596],"study_design_scores_gemma":[0.0003642606,0.00001401044,0.00027363427,0.000011320635,0.008114232,0.0000049067835,0.000121435216,0.058223,0.9314375,0.0011416362,0.000061573344,0.00023252536],"about_ca_topic_score_codex":0.00002575577,"about_ca_topic_score_gemma":0.0000027752278,"teacher_disagreement_score":0.04430233,"about_ca_system_score_codex":0.000018795901,"about_ca_system_score_gemma":0.00001724718,"threshold_uncertainty_score":0.9996848},"labels":[],"label_agreement":null},{"id":"W2944989988","doi":"10.1061/(asce)cc.1943-5614.0000929","title":"Experimental Investigation of the Lateral Load–Carrying Capacity of a Developed GFRP-Reinforced TL-5 Bridge Barrier Using Special Profile Hooked Bars","year":2019,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Structural engineering; Composite material; Transverse plane; Structural load; Engineering","score_opus":0.021544338535513873,"score_gpt":0.22792510768250157,"score_spread":0.2063807691469877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944989988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937035,0.000024240217,0.0041864063,0.000009383231,0.0015330781,0.00034018583,0.000017853394,0.000012142741,0.00017320967],"genre_scores_gemma":[0.99140716,9.864973e-7,0.00839638,0.000008865883,0.00016160552,0.0000016060491,0.0000022519275,0.000011676877,0.000009445373],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998895,0.00004199811,0.000620391,0.00007602499,0.00025340595,0.00011318735],"domain_scores_gemma":[0.99909806,0.000059094302,0.0003832929,0.00012237285,0.0002810864,0.000056095105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021817835,0.00011572225,0.00028179167,0.000085032094,0.00005699387,0.000019862315,0.00011561786,0.000070053946,0.00007520434],"category_scores_gemma":[0.000041165276,0.00009512575,0.00016949784,0.00013143627,0.00011950106,0.000283272,0.000026436059,0.00013864569,6.4980554e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013219763,0.0000025658494,0.016521748,0.00008923317,0.000027537893,1.2626296e-7,0.000890337,0.0038032737,0.9781199,0.0001846936,0.000022720204,0.00020567255],"study_design_scores_gemma":[0.00095900014,0.000089599824,0.012688042,0.00014592391,0.000032868753,0.000087585795,0.0001586773,0.037076175,0.94850254,0.000119253884,0.000037002075,0.00010335697],"about_ca_topic_score_codex":0.000011189803,"about_ca_topic_score_gemma":0.0000012081803,"teacher_disagreement_score":0.0332729,"about_ca_system_score_codex":0.0002544765,"about_ca_system_score_gemma":0.00013425511,"threshold_uncertainty_score":0.38791156},"labels":[],"label_agreement":null},{"id":"W2945247437","doi":"10.2749/vancouver.2017.1505","title":"The Existing Champlain Bridge - Overview of Issues – The Owner’s Perspective","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Girder; Bridge (graph theory); Forensic engineering; Corrosion; Engineering; Truss; Civil engineering; Reinforced concrete; Structural engineering; Materials science","score_opus":0.12085447752563463,"score_gpt":0.3748722572023852,"score_spread":0.25401777967675054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945247437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8010218,0.009621662,0.00046015665,0.005997023,0.0016110927,0.0005289188,0.000013329015,0.0002833115,0.18046267],"genre_scores_gemma":[0.99745643,0.00037640645,0.000027246097,0.000012119816,0.000102268976,0.000008770482,7.6232874e-7,0.000009685123,0.002006338],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99938977,0.000021037036,0.00021295734,0.000112552014,0.00014434938,0.000119327335],"domain_scores_gemma":[0.9986732,0.000111935326,0.00012606973,0.0009658538,0.000096505406,0.000026458207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007302899,0.00007483539,0.00012313407,0.0000069576763,0.00038081338,0.00006443726,0.0002376007,0.000026630505,0.000030754847],"category_scores_gemma":[0.0011187069,0.00003529084,0.00007866059,0.000026888565,0.00011530801,0.00005196076,0.00007808841,0.00010294474,0.0000070933934],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015531848,0.00013708607,0.19244514,0.0013489425,0.0006902913,0.0017116838,0.034703415,0.0008490972,0.054764725,0.21444346,0.06951293,0.4292379],"study_design_scores_gemma":[0.00022031208,0.000029490935,0.6076803,0.00014214509,0.000037747544,0.0004232584,0.0015733939,0.004099166,0.0073820255,0.0054530934,0.37264594,0.00031308856],"about_ca_topic_score_codex":0.0005077834,"about_ca_topic_score_gemma":0.00015996337,"teacher_disagreement_score":0.42892483,"about_ca_system_score_codex":0.00004242236,"about_ca_system_score_gemma":0.00002110862,"threshold_uncertainty_score":0.29289472},"labels":[],"label_agreement":null},{"id":"W2945334468","doi":"10.2749/vancouver.2017.2536","title":"Fort Nelson River Bridge Superstructure Replacement &amp; Substructure Strengthening","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Constructability; Civil engineering; Upgrade; Engineering; Construction engineering; Infill; Transport engineering; Computer science; Systems engineering","score_opus":0.026689204415996405,"score_gpt":0.26858120448415973,"score_spread":0.24189200006816333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945334468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881866,0.000074821386,0.0016632954,0.000077176366,0.0011933869,0.00016821922,0.000012043223,0.00029298165,0.0083315],"genre_scores_gemma":[0.99781215,0.00001896695,0.00096428196,0.000023509525,0.00018940744,0.000008169025,0.000046170182,0.000031728476,0.000905598],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987891,0.000009926796,0.0003439072,0.0003282604,0.00025629488,0.0002725526],"domain_scores_gemma":[0.9981671,0.000017714874,0.00011269743,0.0015076251,0.00006104298,0.00013384396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021529666,0.00020175545,0.00023092038,0.00003424044,0.000270099,0.0001137634,0.00024453644,0.00013261633,0.00039227624],"category_scores_gemma":[0.00021703928,0.00018437924,0.00012260459,0.000034022047,0.00007562811,0.00018448384,0.00009172787,0.00024707924,0.00002203911],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000114758615,0.000018035058,0.8472909,0.000306213,0.00015691451,0.0009960346,0.003252888,0.0016729963,0.05596578,0.00047310352,0.025742494,0.0640099],"study_design_scores_gemma":[0.00058233034,0.000021646469,0.82607055,0.000048022455,0.00004773229,0.00096400885,0.000052011637,0.0019678215,0.009588723,0.00060306326,0.15950304,0.00055107527],"about_ca_topic_score_codex":0.00009595183,"about_ca_topic_score_gemma":0.00013573324,"teacher_disagreement_score":0.13376054,"about_ca_system_score_codex":0.00010431661,"about_ca_system_score_gemma":0.000029829382,"threshold_uncertainty_score":0.7518768},"labels":[],"label_agreement":null},{"id":"W2947361593","doi":"10.2749/vancouver.2017.1529","title":"The Existing Champlain Bridge - Assessment of Structural Deficiencies","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Champlain Regional College; Stantec (Canada)","funders":"","keywords":"Girder; Bridge (graph theory); Precast concrete; Engineering; Rehabilitation; Plan (archaeology); Forensic engineering; Structural engineering; Civil engineering; Computer science; Construction engineering; Geology","score_opus":0.054595104217671525,"score_gpt":0.3434889638047809,"score_spread":0.28889385958710934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2947361593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.969941,0.000064979955,0.00080307934,0.000046636113,0.00044677424,0.00006271843,0.00000250056,0.000055744913,0.028576536],"genre_scores_gemma":[0.9995519,0.0000062970876,0.00024080207,0.000002240974,0.000029484716,0.0000034238833,0.0000015024707,0.0000053648005,0.00015900626],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99943215,0.0000073870206,0.00021736244,0.00008466384,0.00014422782,0.00011419067],"domain_scores_gemma":[0.9991746,0.00006039012,0.00010695898,0.00058573025,0.00004507122,0.000027258693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004311742,0.000056717297,0.00009198467,0.000008182061,0.00033150223,0.00006145546,0.00015703484,0.000020190753,0.000013637455],"category_scores_gemma":[0.0003554068,0.00003883662,0.00004349551,0.000016920478,0.00008221359,0.000051821207,0.00005746929,0.000069104855,8.102364e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006107443,0.000006289659,0.87215763,0.00015670642,0.000028179162,0.00019505194,0.0004705025,0.0011255632,0.06130259,0.0082912175,0.00069101725,0.055569112],"study_design_scores_gemma":[0.000045603254,0.000005999186,0.97604674,0.000009363293,0.000003258107,0.00010360154,0.000039723192,0.019089753,0.0016124685,0.00015886938,0.002823817,0.000060782353],"about_ca_topic_score_codex":0.00006891553,"about_ca_topic_score_gemma":0.00004293622,"teacher_disagreement_score":0.1038891,"about_ca_system_score_codex":0.00003204201,"about_ca_system_score_gemma":0.000029788278,"threshold_uncertainty_score":0.25496808},"labels":[],"label_agreement":null},{"id":"W2950975443","doi":"10.2749/vancouver.2017.1545","title":"The Existing Champlain Bridge – Developing a Customized Inspection and Assessment Methodology","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Champlain Regional College","funders":"","keywords":"Bridge (graph theory); Grading (engineering); Rating system; Computer science; Reliability engineering; Component (thermodynamics); Engineering; Civil engineering","score_opus":0.1794443538313672,"score_gpt":0.39866513490739586,"score_spread":0.21922078107602866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2950975443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88228434,0.00014987042,0.0946205,0.00058695,0.0010410058,0.00017308827,7.0278156e-7,0.00029991838,0.020843614],"genre_scores_gemma":[0.9882702,0.000096498916,0.011387323,0.000013523351,0.00006879757,0.000019277772,0.0000015899034,0.000009532752,0.00013323098],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99936414,0.000056902023,0.00022586725,0.00014394234,0.00007814717,0.00013097859],"domain_scores_gemma":[0.9991753,0.00025560043,0.0001011241,0.00039187053,0.00004014942,0.000035930436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017255918,0.00007396064,0.00014699236,0.00001695484,0.0006332987,0.00010614596,0.00007801079,0.000043239852,0.0000039977645],"category_scores_gemma":[0.0011770725,0.000056378736,0.00002837568,0.000020886228,0.000060822775,0.00006443111,0.00007283347,0.00013221512,0.0000016397928],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009596588,0.000012272334,0.17360221,0.00025628982,0.00013867686,0.0007341556,0.0011993237,0.00012757638,0.05228496,0.023354858,0.0018292632,0.7463645],"study_design_scores_gemma":[0.00051474076,0.00001093875,0.90878785,0.000035024597,0.000015282318,0.0010180579,0.00010254437,0.018254763,0.0020014,0.0014661315,0.06757187,0.0002213978],"about_ca_topic_score_codex":0.00010529432,"about_ca_topic_score_gemma":0.00012859989,"teacher_disagreement_score":0.74614304,"about_ca_system_score_codex":0.00008596264,"about_ca_system_score_gemma":0.000043569566,"threshold_uncertainty_score":0.48708856},"labels":[],"label_agreement":null},{"id":"W2952436227","doi":"10.82308/35123","title":"Non-destructive corrosion monitoring of steel reinforcement in concrete","year":2006,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Concrete cover; Reinforced concrete; Reinforcement; Forensic engineering; Nondestructive testing; Structural engineering; Materials science; Environmental science; Engineering; Metallurgy","score_opus":0.01118096490846419,"score_gpt":0.21111859471747543,"score_spread":0.19993762980901125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952436227","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97221816,0.000091315145,0.000006549693,0.0000035154471,0.0007934507,0.00044508357,0.000103460945,0.00022604756,0.026112426],"genre_scores_gemma":[0.9989801,0.000053931446,0.0006065076,0.000015462583,0.000034657554,0.000050204246,0.000018914909,0.00006705862,0.00017318703],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976248,0.00007180844,0.0008821115,0.0004434649,0.00045248494,0.00052533654],"domain_scores_gemma":[0.9988265,0.00015491612,0.00014505578,0.00055820926,0.00015603074,0.00015928966],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00050069246,0.00038094533,0.00050233956,0.00024371229,0.00017621927,0.00002527639,0.00030898867,0.00023929623,0.000094382216],"category_scores_gemma":[0.00011805323,0.0004159017,0.0001667892,0.0005174472,0.00007812802,0.0005057933,0.00014768468,0.00058291096,0.000047451405],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009267655,0.000013124404,0.0076534366,0.00017759854,0.000010226845,0.000020528503,0.000008962116,0.008514007,0.968063,0.0075044422,0.0000031890986,0.007938821],"study_design_scores_gemma":[0.002013007,0.00015176031,0.038719118,0.0003755503,0.000033308446,0.000012927294,0.00019983364,0.004078407,0.94831103,0.002620814,0.002747673,0.0007365696],"about_ca_topic_score_codex":0.0004194412,"about_ca_topic_score_gemma":0.000086997614,"teacher_disagreement_score":0.03106568,"about_ca_system_score_codex":0.0006776858,"about_ca_system_score_gemma":0.000015265914,"threshold_uncertainty_score":0.9998293},"labels":[],"label_agreement":null},{"id":"W2954699043","doi":"10.21809/rilemtechlett.2019.90","title":"Recommended practice for reporting experimental data produced from studies on corrosion of steel in cementitious systems","year":2019,"lang":"en","type":"article","venue":"RILEM Technical Letters","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Cementitious; Experimental data; Context (archaeology); Corrosion; Checklist; Quality (philosophy); Experimental research; Construction engineering; Computer science; Field (mathematics); Forensic engineering; Engineering; Materials science; Metallurgy; Cement; Psychology; Geology","score_opus":0.09245096125246527,"score_gpt":0.3519522010027996,"score_spread":0.25950123975033434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954699043","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995667,0.00027894476,0.00044903593,0.0007173869,0.0012359226,0.0011922307,0.00008767264,0.00020523372,0.000166594],"genre_scores_gemma":[0.99777293,0.0000139352605,0.0016520505,0.0002791991,0.00005648894,0.00010116721,0.000093689276,0.000023177829,0.0000073581],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981254,0.000057907517,0.0010143808,0.0004211893,0.00019962806,0.00018153015],"domain_scores_gemma":[0.9980051,0.00064447947,0.00038864877,0.0008865166,0.000041381758,0.000033874723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092721137,0.00014363645,0.00037753966,0.000060048333,0.000024289191,0.000018881743,0.00024262526,0.000064652646,0.000012863625],"category_scores_gemma":[0.0014752133,0.00013390473,0.000049854156,0.00010756097,0.00002181352,0.00018480122,0.00016568202,0.00017380634,0.000007086478],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011523357,0.00006902319,0.0006199199,0.0001334248,0.000013164638,0.0000042617726,0.00011600969,0.0013977116,0.99034965,0.00005109656,0.0069768676,0.00015361501],"study_design_scores_gemma":[0.006385424,0.0012550213,0.0021387707,0.0024548012,0.00016796109,0.00003157103,0.007811248,0.09122044,0.85915715,0.00005110528,0.027754493,0.001572011],"about_ca_topic_score_codex":0.000034412325,"about_ca_topic_score_gemma":0.000008864046,"teacher_disagreement_score":0.13119252,"about_ca_system_score_codex":0.00019176185,"about_ca_system_score_gemma":0.000009812865,"threshold_uncertainty_score":0.5460477},"labels":[],"label_agreement":null},{"id":"W2965467617","doi":"10.1504/ijstructe.2019.10022988","title":"Evaluation of ultimate capacity of corrosion damaged reinforced concrete beam-columns using nonlinear sectional analysis","year":2019,"lang":"en","type":"article","venue":"International Journal of Structural Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Corrosion; Structural engineering; Beam (structure); Ductility (Earth science); Nonlinear system; Materials science; Reinforcement; Ultimate load; Convergence (economics); Cross section (physics); Reinforced concrete; Concrete cover; Numerical analysis; Stability (learning theory); Finite element method; Composite material; Engineering; Creep; Computer science; Mathematics","score_opus":0.020642312536884946,"score_gpt":0.26447770615115207,"score_spread":0.24383539361426712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965467617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98897994,0.00006556687,0.009134032,0.000004631036,0.0015616944,0.000114533876,0.000058274123,0.000022866974,0.000058445086],"genre_scores_gemma":[0.9951477,0.000008452612,0.004696248,0.0000033538588,0.00010548621,6.891825e-7,0.000017919976,0.0000149075595,0.000005222142],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977193,0.000034304314,0.0008346425,0.00010548495,0.0011804585,0.00012582749],"domain_scores_gemma":[0.9975218,0.00010484034,0.00038155532,0.00014426818,0.0017788482,0.00006868811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008476938,0.00015140443,0.00038838046,0.00047470565,0.000016069209,0.000022578784,0.00026196116,0.00008352181,0.0004285783],"category_scores_gemma":[0.00026214155,0.0001462337,0.0003023154,0.00032505096,0.000029715035,0.00033556952,0.000037769354,0.00024114532,0.00000129825],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026426618,4.511764e-7,0.0044963835,0.000023191129,0.00019676321,5.8795206e-7,0.00008689835,0.5580231,0.43698573,0.000018391163,9.342387e-7,0.0001411356],"study_design_scores_gemma":[0.0007461307,0.000027216694,0.027909124,0.00006932657,0.00027096446,0.00003832736,0.000035985777,0.8453902,0.12538536,0.000010507213,0.000006586698,0.000110266345],"about_ca_topic_score_codex":0.000038440434,"about_ca_topic_score_gemma":0.000002791594,"teacher_disagreement_score":0.31160036,"about_ca_system_score_codex":0.00031330963,"about_ca_system_score_gemma":0.00006733826,"threshold_uncertainty_score":0.5963237},"labels":[],"label_agreement":null},{"id":"W2966679346","doi":"10.1016/j.cemconres.2019.105827","title":"Future directions for design, specification, testing, and construction of durable concrete structures","year":2019,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":110,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Cement Association of Canada","keywords":"Durability; Construction engineering; Computer science; Forensic engineering; Engineering; Database","score_opus":0.06747687898067237,"score_gpt":0.29906783161434464,"score_spread":0.23159095263367227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966679346","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922716,0.0024405222,0.0015116701,0.00017347012,0.00034023338,0.001165389,0.000032736843,0.00008898944,0.0019753731],"genre_scores_gemma":[0.98830247,0.0015136565,0.009655849,0.000009628398,0.0001439356,0.00008313651,0.000013313908,0.000021521822,0.00025647762],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99896497,0.00008138061,0.0002377753,0.0002505736,0.00021193769,0.00025335568],"domain_scores_gemma":[0.9986604,0.0006311372,0.00003606258,0.00022165512,0.00035073893,0.000100009594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065519405,0.00011730837,0.00019629518,0.0001244251,0.00015817184,0.0000571972,0.000080785845,0.0000868284,0.00018084592],"category_scores_gemma":[0.00016206269,0.00010898454,0.000028333523,0.00024638977,0.00019775404,0.000097031116,0.000040919847,0.00017404852,0.0000037862849],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038471608,0.0000019461716,0.026185585,0.001340348,0.00010906491,9.870789e-7,0.0011360189,0.00006155528,0.85852075,0.025176644,0.0037507762,0.08333159],"study_design_scores_gemma":[0.009185947,0.0026498684,0.05304866,0.00043087878,0.00016567328,0.00009592293,0.012408827,0.16486046,0.33708757,0.018029647,0.4001651,0.0018714304],"about_ca_topic_score_codex":0.000021393127,"about_ca_topic_score_gemma":0.0000016488253,"teacher_disagreement_score":0.5214332,"about_ca_system_score_codex":0.000038751325,"about_ca_system_score_gemma":0.000041558145,"threshold_uncertainty_score":0.44442606},"labels":[],"label_agreement":null},{"id":"W2969644615","doi":"10.22215/etd/2007-07559","title":"A novel approach for practical modelling of steel corrosion in concrete","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Canadian Heritage","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Engineering; Humanities; Philosophy","score_opus":0.06166201382493257,"score_gpt":0.30915501981050564,"score_spread":0.24749300598557306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969644615","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06449372,0.00013459282,0.91109145,0.0000033961785,0.0003896019,0.00079748285,0.00003461271,0.00011220803,0.022942906],"genre_scores_gemma":[0.80914044,0.00005861862,0.18781106,0.000017875836,0.000053262298,0.00010087429,0.0010793275,0.00008152417,0.0016570374],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986607,0.000010246055,0.00059272966,0.00028312445,0.00020941642,0.00024382761],"domain_scores_gemma":[0.9991674,0.00029997123,0.00008826376,0.0002359124,0.0001364756,0.000071989976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042580618,0.00023516963,0.0004484873,0.00018434967,0.000018697772,0.00001413912,0.000099399236,0.00045303197,0.000042470776],"category_scores_gemma":[0.000108439315,0.00023215811,0.00014285519,0.0001710606,0.00001633448,0.00008140983,0.000009816462,0.000347941,0.0000016694673],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002911536,0.00013756606,0.00018508166,0.010616808,0.00004710017,0.0000045888914,0.0033705118,0.26732066,0.6924579,0.016060155,0.0014391418,0.0054489155],"study_design_scores_gemma":[0.0006779256,0.00003738506,0.00004675308,0.00009662497,0.000027938988,0.0000020072669,0.00097333617,0.9777639,0.019833174,0.000038058235,0.00024497046,0.0002579112],"about_ca_topic_score_codex":0.000044721368,"about_ca_topic_score_gemma":0.00007679094,"teacher_disagreement_score":0.7446467,"about_ca_system_score_codex":0.000079330406,"about_ca_system_score_gemma":0.0000850936,"threshold_uncertainty_score":0.94671327},"labels":[],"label_agreement":null},{"id":"W2969711172","doi":"10.21608/iccae.2016.43425","title":"Assessment of concrete-to-steel bond behaviour of reinforced concrete structures using acoustic emission intensity analysis","year":2016,"lang":"en","type":"article","venue":"The International Conference on Civil and Architecture Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Cracking; Materials science; Acoustic emission; Bond strength; Composite material; Intensity (physics); Structural engineering; Bond; Bar (unit); Reinforced concrete; Delamination (geology); Adhesive; Engineering; Layer (electronics); Optics; Geology","score_opus":0.01772501071680829,"score_gpt":0.256960851952791,"score_spread":0.2392358412359827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969711172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85408616,0.000014563596,0.14489566,0.00014577479,0.0001740724,0.00011144061,0.00006917618,0.00004862291,0.00045454406],"genre_scores_gemma":[0.9986561,0.000015573405,0.0012031167,0.00003180783,0.00003545437,0.000004471554,0.0000057610673,0.000013399156,0.000034337576],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902517,0.000015219119,0.00032610644,0.00018478815,0.00029686894,0.0001518414],"domain_scores_gemma":[0.99922645,0.00020397839,0.00007797756,0.00024763643,0.00014978705,0.00009415956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018605382,0.00018591744,0.00032237996,0.00022769735,0.00003117236,0.000020672085,0.00025740624,0.000059251735,0.00012773937],"category_scores_gemma":[0.0001263731,0.000113621514,0.00010731188,0.00017726928,0.000063404164,0.00004098029,0.00010405186,0.000177266,2.9735423e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003501391,3.694804e-7,0.0010639081,0.000032107007,0.000113163354,0.0000011746245,0.0001719912,0.12119618,0.8745786,0.0023269588,0.0000073835236,0.0004731627],"study_design_scores_gemma":[0.00047650744,0.00010324636,0.028100604,0.00036114777,0.00019397197,0.0000131065035,0.0001200545,0.8233185,0.14682057,0.00013604795,0.000053986605,0.00030227346],"about_ca_topic_score_codex":0.000024212548,"about_ca_topic_score_gemma":0.000010503201,"teacher_disagreement_score":0.727758,"about_ca_system_score_codex":0.000051403338,"about_ca_system_score_gemma":0.000028649898,"threshold_uncertainty_score":0.4633351},"labels":[],"label_agreement":null},{"id":"W2969897072","doi":"10.1002/suco.201800340","title":"Control of long‐term deflection of concrete slabs by prestressing","year":2019,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Creep; Deflection (physics); Structural engineering; Cracking; Shrinkage; Prestressed concrete; Reinforcement; Materials science; Deflexion; Engineering; Geotechnical engineering; Composite material; Physics; Finite element method; Classical mechanics","score_opus":0.0054394733015861,"score_gpt":0.21941428981070427,"score_spread":0.21397481650911818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969897072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958632,0.00085125194,0.0005430363,0.000012753122,0.00066586543,0.00036591478,0.00012286662,0.00014045592,0.0014346809],"genre_scores_gemma":[0.99965453,0.000018124025,0.000120656405,0.000024256806,0.000038191203,0.0000048881216,0.000028201019,0.000028851488,0.0000822881],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998694,0.00006474675,0.00049850653,0.00023664726,0.00023543142,0.00027067895],"domain_scores_gemma":[0.9990903,0.00015004145,0.00015775878,0.00038373517,0.00012339979,0.00009472257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000114676324,0.00022449139,0.00047950036,0.000062716914,0.00003299475,0.000021278749,0.00019262453,0.00013743289,0.0005524208],"category_scores_gemma":[0.000050069004,0.00020742393,0.00014734958,0.00015377892,0.00012824604,0.0001943754,0.000034196557,0.00019901332,0.000010541943],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010571979,2.5487756e-8,0.039664034,0.00024947195,0.000036775928,9.669338e-7,0.00013992855,0.000038831382,0.95794505,0.00008665699,0.00009551158,0.0016370444],"study_design_scores_gemma":[0.0024927536,0.00021415274,0.02640353,0.00014930105,0.000072449475,0.00001819928,0.00005643787,0.026589548,0.9433367,0.00006460029,0.00018129291,0.00042101642],"about_ca_topic_score_codex":0.00006586192,"about_ca_topic_score_gemma":0.000003680395,"teacher_disagreement_score":0.026550718,"about_ca_system_score_codex":0.000050176903,"about_ca_system_score_gemma":0.00002866202,"threshold_uncertainty_score":0.8458502},"labels":[],"label_agreement":null},{"id":"W2970013844","doi":"10.1016/j.ultras.2019.105999","title":"Classification of damage in self-consolidating rubberized concrete using acoustic emission intensity analysis","year":2019,"lang":"en","type":"article","venue":"Ultrasonics","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Acoustic emission; Materials science; Cracking; Composite material; Intensity (physics); Amplitude","score_opus":0.013825460266004378,"score_gpt":0.23951328329538984,"score_spread":0.22568782302938548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2970013844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995255,0.00004496708,0.003681003,0.0000071976474,0.00014351663,0.00017898703,0.000011719303,0.00013949652,0.000538111],"genre_scores_gemma":[0.99755394,0.000028304336,0.0023403727,0.000012602252,0.000008658416,0.0000019988088,0.000023914155,0.000015213814,0.000015010821],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990034,0.000050887422,0.00040355572,0.00020828473,0.00014666974,0.00018716378],"domain_scores_gemma":[0.9991248,0.00023609844,0.00009350861,0.00038677186,0.00009579018,0.000063003645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003521221,0.0001311926,0.0003810518,0.00017133766,0.000024100304,0.000017777338,0.00011828739,0.0001151862,0.00014673227],"category_scores_gemma":[0.00023521988,0.00013489652,0.00011055947,0.00074592564,0.000023592938,0.000105407475,0.00002730504,0.00020453501,0.000008253427],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015500143,0.0000036803465,0.1675541,0.00008744233,0.000034663914,6.8500475e-7,0.00039214655,0.016040418,0.8157466,0.000013620637,0.0000065859813,0.000104535626],"study_design_scores_gemma":[0.00033914996,0.0000108321665,0.082928054,0.000049626626,0.00013013762,0.0000014660196,0.00045291256,0.8926317,0.023269482,0.000006683888,0.000036779245,0.00014315399],"about_ca_topic_score_codex":0.00003786258,"about_ca_topic_score_gemma":0.000025693815,"teacher_disagreement_score":0.8765913,"about_ca_system_score_codex":0.00014649956,"about_ca_system_score_gemma":0.000038157334,"threshold_uncertainty_score":0.55009204},"labels":[],"label_agreement":null},{"id":"W2971425820","doi":"10.1108/ijsi-07-2019-0065","title":"Consideration of the state of corrosion in seismic assessment of columns","year":2019,"lang":"en","type":"article","venue":"International Journal of Structural Integrity","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Structural engineering; Deformation (meteorology); Residual; Envelope (radar); Delamination (geology); Bar (unit); Failure mode and effects analysis; Computer science; Geotechnical engineering; Geology; Materials science; Engineering; Composite material; Seismology","score_opus":0.010902440140932551,"score_gpt":0.2796647370619054,"score_spread":0.26876229692097287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2971425820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971548,0.000041998584,0.00079062395,0.00012183782,0.0015510203,0.00010323046,0.0000452441,0.0000033213144,0.00018797374],"genre_scores_gemma":[0.9994916,0.000019654373,0.00043047333,0.00001911438,0.000017536051,3.6245464e-7,0.000001908086,0.000004406354,0.000014964425],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99869275,0.000058475594,0.00072257576,0.00005651753,0.00040933717,0.00006036163],"domain_scores_gemma":[0.998698,0.00013692502,0.0003974273,0.000108704124,0.0006365517,0.000022392991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028460906,0.000074801435,0.00024143989,0.00010241014,0.0000063016546,0.000009329587,0.00026373827,0.00004123214,0.00015580554],"category_scores_gemma":[0.00011533339,0.000051873267,0.00012375222,0.000087165085,0.000064556974,0.0001538628,0.00004879175,0.0003509263,3.2956763e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012593027,0.000022851957,0.4029216,0.000089640256,0.000039315797,0.000002340432,0.0005639655,0.06312881,0.52854437,0.000545717,0.00009137812,0.003924101],"study_design_scores_gemma":[0.00076870347,0.0000913024,0.72695524,0.0002780936,0.000009074785,0.000036241054,0.00015985026,0.12877041,0.13998096,0.0028535882,0.000029418417,0.00006712234],"about_ca_topic_score_codex":0.00014206588,"about_ca_topic_score_gemma":0.00011532014,"teacher_disagreement_score":0.38856342,"about_ca_system_score_codex":0.00014406837,"about_ca_system_score_gemma":0.00010103813,"threshold_uncertainty_score":0.21153304},"labels":[],"label_agreement":null},{"id":"W2974094456","doi":"10.1139/cjce-2018-0674","title":"A service life model of metal ties embedded in the mortar joints of brick veneer walls with applications to reinforced concrete","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Alberta; Canadian Concrete Masonry Producers Association; Canadian Natural Resources","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Service life; Mortar; Corrosion; Brick and mortar; Galvanization; Service (business); Materials science; Structural engineering; Brick; Engineering; Forensic engineering; Metallurgy; Composite material; Computer science; Layer (electronics); Business","score_opus":0.012221508084104557,"score_gpt":0.19000592233448113,"score_spread":0.17778441425037658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2974094456","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9845047,0.00021296019,0.014246945,0.000087685614,0.00006890347,0.00026287176,0.000022430839,0.00001084948,0.0005826526],"genre_scores_gemma":[0.99918485,0.0000053452563,0.0006461308,0.00009439572,0.000020693387,0.0000094628,0.0000017523869,0.000021157166,0.000016207123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991016,0.000010951831,0.00043199447,0.00007245178,0.00018159795,0.00020140315],"domain_scores_gemma":[0.9991409,0.00006177737,0.00007933304,0.00026348862,0.00017676974,0.00027772665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028247756,0.00012493697,0.00031643582,0.0002609581,0.000013624448,0.000016644775,0.00027587145,0.000050123133,0.00006318785],"category_scores_gemma":[0.00006079157,0.00010260158,0.0000691637,0.00039203482,0.000016684424,0.000115990406,0.000008683659,0.00020703646,0.000003321697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009323059,4.113117e-7,0.00030375717,0.00015840077,0.000027246511,0.0000024273609,0.002042024,0.96651256,0.030627461,0.0002266224,0.00006763572,0.000022113212],"study_design_scores_gemma":[0.0006847148,0.00009665956,0.0024360304,0.00029100556,0.000053336946,0.00003442407,0.0008982607,0.98856694,0.0056202947,0.000016357315,0.00103717,0.00026482102],"about_ca_topic_score_codex":0.0005901367,"about_ca_topic_score_gemma":0.012656107,"teacher_disagreement_score":0.025007166,"about_ca_system_score_codex":0.00007503736,"about_ca_system_score_gemma":0.0003558879,"threshold_uncertainty_score":0.7062405},"labels":[],"label_agreement":null},{"id":"W2974359094","doi":"10.5267/j.esm.2019.9.001","title":"Experimental and numerical simulation of corrosion induced expansive pressure on concrete cover","year":2019,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Expansive; Corrosion; Materials science; Cover (algebra); Computer simulation; Concrete cover; Structural engineering; Geotechnical engineering; Composite material; Forensic engineering; Engineering; Mechanical engineering; Compressive strength; Simulation","score_opus":0.009126162491039468,"score_gpt":0.23205631784054834,"score_spread":0.22293015534950886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2974359094","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.917454,0.0002452588,0.08087421,0.0000041818744,0.00076549035,0.00031036147,0.000013100612,0.00021829021,0.000115096576],"genre_scores_gemma":[0.9996695,0.000005899231,0.00019015525,0.000022651599,0.000030761603,0.000010273956,0.000006451151,0.000038993512,0.000025321931],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992135,0.000013283608,0.00022383848,0.00019537205,0.00017866102,0.00017534604],"domain_scores_gemma":[0.99947673,0.00012439287,0.000034620458,0.00024160297,0.000037132784,0.00008550009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007956401,0.0001808386,0.0002683863,0.00006532382,0.000016710721,0.0000134359625,0.000073117175,0.00012708957,0.00011030822],"category_scores_gemma":[0.00005684893,0.00018915482,0.000053085238,0.00009753713,0.000004293529,0.00009201428,0.00004150525,0.00017782368,0.000024339437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019390269,0.0000025167976,0.00001093301,0.000052189196,0.000005525027,4.95832e-7,0.00021213031,0.44151908,0.5576718,0.0004148812,0.000008859596,0.00008217441],"study_design_scores_gemma":[0.0003278459,0.0001362769,0.000046795234,0.000043670323,0.000007640143,0.0000012471876,0.000039937124,0.66940206,0.329342,0.0000044640537,0.0005147581,0.00013331202],"about_ca_topic_score_codex":0.000001576148,"about_ca_topic_score_gemma":1.7863519e-8,"teacher_disagreement_score":0.22832981,"about_ca_system_score_codex":0.000040002848,"about_ca_system_score_gemma":0.000008702387,"threshold_uncertainty_score":0.771351},"labels":[],"label_agreement":null},{"id":"W2982277756","doi":"10.1016/j.corsci.2019.108304","title":"Micromechanical properties of steel corrosion products in concrete studied by nano-indentation technique","year":2019,"lang":"en","type":"article","venue":"Corrosion Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Japan Science and Technology Agency; Council for Science, Technology and Innovation; Swine Innovation Porc","keywords":"Maghemite; Materials science; Lepidocrocite; Corrosion; Akaganéite; Nanoindentation; Goethite; Scanning electron microscope; Composite material; Metallurgy; Magnetite; Indentation","score_opus":0.018490049171382274,"score_gpt":0.23500753020297707,"score_spread":0.2165174810315948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982277756","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99477756,0.00033499225,0.0024753504,0.000061908686,0.0008022582,0.0011391169,0.000009085157,0.00014646655,0.000253234],"genre_scores_gemma":[0.9991235,0.00007332682,0.0004863854,0.00005186955,0.000008674847,0.00006367923,0.0000035858554,0.000017593336,0.00017137779],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980407,0.000053636286,0.00049054925,0.00051750994,0.0005560218,0.0003416247],"domain_scores_gemma":[0.99897856,0.000047342673,0.00009225815,0.00050279294,0.00028541457,0.00009361192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010443182,0.00018852204,0.00031516957,0.00020891652,0.00007703857,0.000042935575,0.00045830954,0.000096882155,0.000041654414],"category_scores_gemma":[0.00030853896,0.00016051141,0.000041172847,0.0011964409,0.00027672527,0.00041304485,0.00019402415,0.00020009968,0.000050671104],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039122096,0.000010187089,0.0020251498,0.00011658213,1.9585195e-7,4.371743e-7,0.00028100237,0.000048164555,0.9967773,0.000043345754,0.00020057625,0.00045797043],"study_design_scores_gemma":[0.00042885554,0.00011361652,0.0008430155,0.00022344071,0.000003118549,0.0000049080777,0.00027981054,0.0063110464,0.9912561,0.000013747924,0.0003176129,0.00020470252],"about_ca_topic_score_codex":0.000016874807,"about_ca_topic_score_gemma":0.0000047473213,"teacher_disagreement_score":0.0062628817,"about_ca_system_score_codex":0.00018902445,"about_ca_system_score_gemma":0.00013305696,"threshold_uncertainty_score":0.6545465},"labels":[],"label_agreement":null},{"id":"W2983564627","doi":"10.5006/3360","title":"Reproducibility of the Corrosion Resistance of UNS S32205 and UNS S32304 Stainless Steel Reinforcing Bars","year":2019,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Metallurgy; Reinforcement; Service life; Metallography; Composite material; Microstructure","score_opus":0.008549950915596271,"score_gpt":0.20507617878152548,"score_spread":0.19652622786592921,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2983564627","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938787,0.0006682855,0.0016853241,0.00006282831,0.0009114906,0.0006239156,0.00003533888,0.00009826444,0.0020358195],"genre_scores_gemma":[0.9986249,0.00013149658,0.00017304311,0.000033592733,0.00001863387,0.0000068623913,0.0000063970574,0.00002709244,0.0009779369],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99803776,0.00009925376,0.00062019745,0.0006608106,0.00033791378,0.00024409224],"domain_scores_gemma":[0.99693537,0.00021518684,0.00018363203,0.0023990024,0.00018276396,0.00008407194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011765038,0.00020830757,0.00041287573,0.000059983515,0.000082399834,0.00001609509,0.0002950444,0.00013680178,0.00006797276],"category_scores_gemma":[0.0004961223,0.00016032836,0.00013008411,0.00037487558,0.00015672598,0.00015239652,0.00023928726,0.0002480095,0.000007603872],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014665806,0.00001750695,0.037393972,0.00078984187,0.0000010759874,4.0570382e-7,0.0005749454,0.0022687607,0.95664364,0.0004629269,0.0005182178,0.0011820672],"study_design_scores_gemma":[0.0013449817,0.0001651085,0.12703067,0.0011631439,0.000050761602,0.000004396571,0.0009654691,0.01621828,0.8482131,0.0004589077,0.003890694,0.0004945243],"about_ca_topic_score_codex":0.000023082426,"about_ca_topic_score_gemma":0.00005876059,"teacher_disagreement_score":0.108430564,"about_ca_system_score_codex":0.00009697818,"about_ca_system_score_gemma":0.000055767625,"threshold_uncertainty_score":0.6538001},"labels":[],"label_agreement":null},{"id":"W2986091579","doi":"10.1061/(asce)cf.1943-5509.0001410","title":"Erratum for “Induced Corrosion Techniques for Two-Way Slabs” by Mahmoud E. Said and Amgad A. Hussein","year":2019,"lang":"en","type":"erratum","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Corrosion; Engineering; Forensic engineering; Metallurgy; Materials science","score_opus":0.011662749450373105,"score_gpt":0.22985121294054975,"score_spread":0.21818846349017665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2986091579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9430343,0.0073243957,0.004214465,0.0001244,0.03141519,0.0023168905,0.004825276,0.00025370516,0.0064913603],"genre_scores_gemma":[0.9544721,0.004784252,0.005251558,0.00006613205,0.0011960028,0.000119127966,0.00047556407,0.00018661871,0.033448618],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.997409,0.00003755703,0.0014082269,0.00027839278,0.00042245103,0.0004444041],"domain_scores_gemma":[0.9976884,0.00028464803,0.0005554273,0.000378497,0.00093955203,0.0001534362],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005414495,0.00053907617,0.0013399455,0.00038518012,0.00011269236,0.00007963754,0.00037531715,0.00065303873,0.00009221249],"category_scores_gemma":[0.00021655779,0.0004809129,0.0003727091,0.0001361723,0.00027283223,0.00046174144,0.000060523762,0.0009792595,0.0000016867174],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007549958,0.000016677024,0.0004050023,0.00771309,0.000100472505,0.0000010521323,0.00047597493,0.000021617574,0.20049971,0.00011476512,0.7623421,0.027554527],"study_design_scores_gemma":[0.0040961783,0.003293173,0.00017081025,0.0033612347,0.0003270065,0.00022567742,0.0021683746,0.0136015555,0.21267727,0.00029442698,0.7583134,0.0014708847],"about_ca_topic_score_codex":0.00000898967,"about_ca_topic_score_gemma":0.000011457858,"teacher_disagreement_score":0.03021919,"about_ca_system_score_codex":0.00015694118,"about_ca_system_score_gemma":0.00034056342,"threshold_uncertainty_score":0.99976426},"labels":[],"label_agreement":null},{"id":"W2998809972","doi":"10.1016/j.strusafe.2019.101914","title":"Influence of corrosion on reliability-based design of steel grid MSE walls","year":2020,"lang":"en","type":"article","venue":"Structural Safety","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Government of Alberta Ministry of Transportation","keywords":"Corrosion; Reliability (semiconductor); Structural engineering; Materials science; Engineering; Reliability engineering; Geotechnical engineering; Metallurgy; Thermodynamics","score_opus":0.014020588592935217,"score_gpt":0.21868165654687277,"score_spread":0.20466106795393754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998809972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99544436,0.00002936944,0.0035758181,0.00014180985,0.00016141358,0.000307829,0.0001014707,0.00012716123,0.000110798755],"genre_scores_gemma":[0.9982653,0.0000096008125,0.0015287766,0.0001364741,0.000027245866,0.0000029853666,0.000012313352,0.000014532186,0.0000027191315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99885833,0.00007545307,0.0004515404,0.00021563914,0.00023802502,0.00016102224],"domain_scores_gemma":[0.9991289,0.00024174561,0.00007773518,0.0003289083,0.000103555685,0.00011919831],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013941486,0.00016636818,0.00030403186,0.000028330182,0.000032075233,0.0000044761464,0.00019969081,0.000082080995,0.00014087265],"category_scores_gemma":[0.00024613892,0.00013788909,0.00009325246,0.00022091874,0.00009316198,0.00007552272,0.00003624201,0.00017977215,0.0000082240485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042562978,0.000002701743,0.0019054688,0.00020132151,0.000001939419,7.168836e-7,0.0001673348,0.68532974,0.31072578,0.00006615072,0.00007238403,0.0011008139],"study_design_scores_gemma":[0.0012613533,0.0005371259,0.15723744,0.00012674421,0.00002411791,0.0000011154788,0.00004423212,0.33333504,0.5064045,0.00022140949,0.00044489306,0.00036200893],"about_ca_topic_score_codex":0.00001644512,"about_ca_topic_score_gemma":0.0000015495971,"teacher_disagreement_score":0.3519947,"about_ca_system_score_codex":0.000057654346,"about_ca_system_score_gemma":0.000036936595,"threshold_uncertainty_score":0.5622954},"labels":[],"label_agreement":null},{"id":"W2998924499","doi":"10.1061/9780784482650.052","title":"Durable Concrete Design Guidelines for Bangladesh Using Chloride Mapping","year":2019,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Chloride; Environmental science; Seawater; Limiting; Rebar; Sustainability; Splash; Environmental engineering; Cement; Corrosion; Reinforced concrete; Geotechnical engineering; Civil engineering; Engineering; Geology; Computer science; Geography; Materials science; Metallurgy; Structural engineering; Oceanography; Meteorology; Database; Ecology","score_opus":0.11869828522275344,"score_gpt":0.29263401051819804,"score_spread":0.1739357252954446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998924499","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46865848,0.00016262535,0.5262341,0.00014881948,0.00085539813,0.00067868864,0.000007501539,0.00047642877,0.002777967],"genre_scores_gemma":[0.8949968,0.000026938109,0.102706514,0.0004885169,0.00018681241,0.000034304863,0.000008378968,0.000055718345,0.0014960108],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901754,0.000014211492,0.0003459778,0.00021431605,0.000108154214,0.0002997741],"domain_scores_gemma":[0.99918133,0.00020492302,0.000026220872,0.0002945765,0.00020946581,0.00008350601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039546328,0.00016279578,0.00023332787,0.000061011506,0.000052234132,0.00004760396,0.00012875654,0.00008164993,0.00068753515],"category_scores_gemma":[0.00018283962,0.00014959194,0.00010082123,0.00015381204,0.000013505996,0.00015736304,0.000027257243,0.00007374715,0.000097986056],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006928834,0.0000013180962,0.0014308762,0.00029782078,0.000031187283,0.0000015879207,0.00014849479,0.044135287,0.9395115,0.0006215229,0.012072849,0.0016782915],"study_design_scores_gemma":[0.0005477554,0.000021740192,0.00009678928,0.000046130965,0.000009529374,0.0000058147693,0.0001769576,0.87218666,0.10059183,0.00012863913,0.025922813,0.00026530962],"about_ca_topic_score_codex":0.00002388046,"about_ca_topic_score_gemma":0.0000017153869,"teacher_disagreement_score":0.83891964,"about_ca_system_score_codex":0.00007383951,"about_ca_system_score_gemma":0.00003068043,"threshold_uncertainty_score":0.7528027},"labels":[],"label_agreement":null},{"id":"W2999354969","doi":"10.1109/sensors43011.2019.8956833","title":"Pulsed Eddy Current Response to Liftoff in Different Sizes of Concrete Embedded Rebar","year":2019,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Rebar; Materials science; Eddy current; Composite material; Ultimate tensile strength; Corrosion; Transient (computer programming); Exponential decay; Coaxial; Cross section (physics); Structural engineering; Electrical engineering","score_opus":0.009143158499421926,"score_gpt":0.23814939963705345,"score_spread":0.22900624113763152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999354969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969361,0.00016959726,0.0002649075,0.0001406208,0.0005332212,0.0004438024,0.0000124586695,0.00014409721,0.0013552085],"genre_scores_gemma":[0.9993915,0.000019649526,0.000101603015,0.000040438863,0.000018977575,0.000017834012,0.0000035852734,0.000018244256,0.0003881589],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890465,0.000094643416,0.00037638185,0.00021883557,0.00017348725,0.0002319775],"domain_scores_gemma":[0.99902517,0.00032391484,0.000021982545,0.00045586078,0.000042441847,0.00013065238],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00029466336,0.00016783526,0.00034503095,0.00013176756,0.000008460572,0.000013143113,0.00015963851,0.000060179853,0.0012500015],"category_scores_gemma":[0.00019585868,0.00013702548,0.00008283921,0.00019986591,0.00001664786,0.000051652234,0.00007082777,0.00014939398,0.00016757184],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010736568,0.00001350075,0.012915066,0.00017905282,0.000007686653,0.0000017887678,0.0010621233,0.0014154045,0.97682405,0.000079421334,0.0013230288,0.0051052067],"study_design_scores_gemma":[0.00577743,0.0007194057,0.21710949,0.0005115824,0.000025230745,0.0000024974108,0.0009787112,0.11574258,0.6199553,0.00014706174,0.037733547,0.0012971621],"about_ca_topic_score_codex":0.000011682365,"about_ca_topic_score_gemma":0.000019965411,"teacher_disagreement_score":0.35686877,"about_ca_system_score_codex":0.00008812783,"about_ca_system_score_gemma":0.000022577286,"threshold_uncertainty_score":0.999663},"labels":[],"label_agreement":null},{"id":"W3000650272","doi":"10.1002/maco.201911221","title":"Corrosion behavior of austenitic 304L and 316LN stainless steel clad reinforcing bars in cracked concrete","year":2020,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rebar; Materials science; Corrosion; Austenitic stainless steel; Metallurgy; Carbon steel; Chloride; Composite material; Brine","score_opus":0.015020955705490066,"score_gpt":0.2129288263559587,"score_spread":0.19790787065046864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000650272","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982151,0.00023911361,0.0004544252,0.000057210458,0.00034582222,0.00043280437,0.00006813607,0.00010471777,0.000082714985],"genre_scores_gemma":[0.9993678,0.0002706256,0.00012197175,0.000096202544,0.000034562967,0.000030488147,0.00002797146,0.000029323823,0.000021109001],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987028,0.000066709516,0.0005467001,0.00027970265,0.00015784893,0.0002462341],"domain_scores_gemma":[0.9994526,0.000074597636,0.000078693614,0.00017623241,0.000050972263,0.00016690181],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021749237,0.00022061117,0.00046625463,0.0000628645,0.00006021856,0.00007447012,0.00009042225,0.00014599293,0.0001712469],"category_scores_gemma":[0.000066124296,0.00020616729,0.00003356561,0.00012912939,0.000085236534,0.00016415722,0.00013206531,0.00012162041,0.0000053560257],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015847813,0.0000028283823,0.0028098384,0.00041322602,6.0504556e-7,0.00001176924,0.00065582554,0.000057627673,0.9941381,0.00007365769,0.00004612253,0.0016319111],"study_design_scores_gemma":[0.00269737,0.0005061176,0.031473197,0.00047835382,0.0000749188,0.000022096701,0.0014093949,0.014876793,0.947342,0.000045930607,0.00045471653,0.00061915215],"about_ca_topic_score_codex":0.00005517772,"about_ca_topic_score_gemma":0.000009173967,"teacher_disagreement_score":0.04679615,"about_ca_system_score_codex":0.00003088809,"about_ca_system_score_gemma":0.000016064263,"threshold_uncertainty_score":0.8407258},"labels":[],"label_agreement":null},{"id":"W3003960740","doi":"10.1016/j.ndteint.2020.102225","title":"Magnetic detection of corroded steel rebar: Reality and simulations","year":2020,"lang":"en","type":"article","venue":"NDT & E International","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rebar; Corrosion; Materials science; Nondestructive testing; Structural engineering; Finite element method; Ultimate tensile strength; Composite material; Engineering","score_opus":0.02220190225271177,"score_gpt":0.238703783237238,"score_spread":0.21650188098452625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3003960740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873852,0.00007166027,0.0089870365,0.00057272497,0.00032009106,0.000087104694,0.00007895178,0.00009844938,0.0023987545],"genre_scores_gemma":[0.99964947,0.0000135569,0.00013548022,0.000074420685,0.000060620918,0.0000026697167,0.000015812711,0.000006408836,0.000041559746],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995404,0.000012800693,0.0001714398,0.00010265576,0.00012113999,0.00005155859],"domain_scores_gemma":[0.9997329,0.000047608355,0.000021673617,0.00007585514,0.00007065362,0.000051277002],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004217061,0.000055819477,0.00007463779,0.000027380194,0.000016288508,0.000012557731,0.000062745305,0.00003487443,0.00034001496],"category_scores_gemma":[0.00013171787,0.00006010193,0.000026687936,0.00006457311,0.000024926987,0.000066174376,0.000026091255,0.00007304492,0.0000070206747],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008785112,0.000024403798,0.016903924,0.000097716606,0.000024783436,0.0000020542611,0.0008798445,0.021684898,0.9057802,0.00075190014,0.00075560424,0.053006854],"study_design_scores_gemma":[0.0004227433,0.000053816024,0.063621074,0.000010365447,0.00001031216,0.0000027683498,0.00004453863,0.90762424,0.019942623,0.00024013646,0.00792763,0.000099725796],"about_ca_topic_score_codex":0.000015607427,"about_ca_topic_score_gemma":0.000037915037,"teacher_disagreement_score":0.88593936,"about_ca_system_score_codex":0.000025504714,"about_ca_system_score_gemma":0.000006462173,"threshold_uncertainty_score":0.37229255},"labels":[],"label_agreement":null},{"id":"W3004922418","doi":"10.1007/978-3-030-34284-5_8","title":"Corrosion Monitoring in Desalination Plants","year":2020,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Corrosion; Desalination; Corrosion monitoring; Process engineering; Environmental science; Engineering; Forensic engineering; Metallurgy; Materials science; Chemistry","score_opus":0.027297065500606326,"score_gpt":0.22270061366841712,"score_spread":0.1954035481678108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004922418","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00399843,0.00078516145,0.0024314392,0.00005769562,0.0017609403,0.00033515695,0.000026041946,0.0008396784,0.98976547],"genre_scores_gemma":[0.951797,0.0007945059,0.0003422269,0.00003605596,0.0002503862,0.000009213677,0.00005764708,0.000088077744,0.04662488],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992879,0.000004108557,0.00025196903,0.00019671208,0.00015153221,0.00010775462],"domain_scores_gemma":[0.99968296,0.000044437693,0.000023205366,0.0001586886,0.000017244765,0.00007348518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005668182,0.00019305588,0.00022017794,0.00009059025,0.000014448959,0.000018522684,0.00009027995,0.0002286056,0.00034164425],"category_scores_gemma":[0.000014791138,0.00020067471,0.000056120138,0.000019078536,0.000009967374,0.000051759765,0.00003678724,0.00031925394,0.00024411484],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035099575,0.000045006072,0.011321815,0.0027838994,0.00006117517,0.0005843299,0.002022953,0.008890567,0.1053725,0.21722035,0.017693235,0.63365316],"study_design_scores_gemma":[0.0045128055,0.0003825938,0.011837738,0.0051235463,0.00012539442,0.000050316074,0.0003032553,0.2123611,0.07574648,0.042487625,0.64023626,0.0068328725],"about_ca_topic_score_codex":0.000004398229,"about_ca_topic_score_gemma":0.000019756233,"teacher_disagreement_score":0.94779855,"about_ca_system_score_codex":0.0001409971,"about_ca_system_score_gemma":0.000011626388,"threshold_uncertainty_score":0.8183277},"labels":[],"label_agreement":null},{"id":"W3009640395","doi":"10.3390/ma13051166","title":"Field Validation of Concrete Transport Property Measurement Methods","year":2020,"lang":"en","type":"article","venue":"Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"King Fahd University of Petroleum and Minerals","keywords":"Field (mathematics); Property (philosophy); Materials science; Geotechnical engineering; Engineering; Mathematics","score_opus":0.06835351759592426,"score_gpt":0.2742410393841603,"score_spread":0.20588752178823602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009640395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9529971,0.000057893023,0.043762486,0.00038506713,0.0004702014,0.00027930998,0.000022349739,0.00020519011,0.0018204332],"genre_scores_gemma":[0.99602306,0.000007652948,0.00375845,0.0001297763,0.000043830492,0.000012805772,0.0000059381405,0.000010194865,0.000008297997],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993585,0.000070906965,0.00026994167,0.0000964245,0.00012552044,0.000078750025],"domain_scores_gemma":[0.99973464,0.00002173415,0.000025597903,0.00011650748,0.00005268197,0.000048827274],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00046897252,0.00007524924,0.00019793372,0.000010592488,0.000010523335,0.000009249696,0.00007140984,0.00004376525,0.0013269687],"category_scores_gemma":[0.000118686396,0.000054164095,0.00003388403,0.00004910116,0.000009628161,0.000045164816,0.000009368365,0.000028013714,0.000012531273],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038943068,5.825738e-7,0.00007098761,0.00018677334,0.0000063890157,4.084102e-7,0.00027683703,0.000038266568,0.9975005,0.00001901826,0.00028082525,0.0015804619],"study_design_scores_gemma":[0.00014157614,0.00005174614,0.0002039601,0.0000156416,0.000013192426,2.7855208e-7,0.000016558248,0.0002955786,0.9943273,0.000016847294,0.004843739,0.000073587944],"about_ca_topic_score_codex":0.000019434545,"about_ca_topic_score_gemma":4.1580577e-7,"teacher_disagreement_score":0.043025985,"about_ca_system_score_codex":0.000015578249,"about_ca_system_score_gemma":0.000011474427,"threshold_uncertainty_score":0.9995859},"labels":[],"label_agreement":null},{"id":"W3011252492","doi":"10.1061/(asce)mt.1943-5533.0003184","title":"Chloride Diffusivity, Fatigue Life, and Service Life Analysis of RC Beams under Chloride Exposure","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Service life; Chloride; Thermal diffusivity; Materials science; Ultimate tensile strength; Composite material; Flexural strength; Diffusion; Structural engineering; Metallurgy; Engineering","score_opus":0.023068445386252502,"score_gpt":0.2204294464413138,"score_spread":0.1973610010550613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011252492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99013776,0.00043202523,0.008151061,0.00045619337,0.00062888605,0.00008293775,0.000027854985,0.000056385554,0.000026888858],"genre_scores_gemma":[0.99898064,0.00027376733,0.00025234086,0.00021226254,0.00023898804,0.0000031823943,0.0000035849434,0.000034191922,0.0000010402213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99832374,0.000030844276,0.0009890165,0.00015305179,0.00028021293,0.00022311062],"domain_scores_gemma":[0.9990296,0.00018229717,0.00019329511,0.00018173314,0.000107838976,0.00030525523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049790775,0.00022778084,0.0008848482,0.00033450482,0.000015644033,0.000054332188,0.00021745922,0.00011713181,0.00018101594],"category_scores_gemma":[0.00046413022,0.0002186145,0.00012532102,0.00076532626,0.00001536453,0.00022592142,0.00009148863,0.00022936513,0.0000011819056],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009159388,0.000014148834,0.0022555478,0.0005547322,0.00026947315,0.0000100533625,0.0006540076,0.6161539,0.37989157,0.00003805611,0.000025989833,0.00004094379],"study_design_scores_gemma":[0.0031797376,0.0002710281,0.2197414,0.00060164207,0.001070305,0.00003140852,0.00072984677,0.28348804,0.4891733,0.0000608083,0.00058230886,0.0010702143],"about_ca_topic_score_codex":0.00002562319,"about_ca_topic_score_gemma":0.000058457797,"teacher_disagreement_score":0.33266586,"about_ca_system_score_codex":0.000052721996,"about_ca_system_score_gemma":0.000037609923,"threshold_uncertainty_score":0.8914841},"labels":[],"label_agreement":null},{"id":"W3015828045","doi":"10.5006/c2019-13011","title":"Two-Stage, Self-Powered, Corrosion Protection System Extends the Life of Reinforced Concrete Structures","year":2019,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"RTDS Technologies (Canada)","funders":"","keywords":"Corrosion; Materials science; Reinforced concrete; Stage (stratigraphy); Metallurgy; Composite material; Forensic engineering; Engineering; Geology","score_opus":0.009375682523586877,"score_gpt":0.21047674548127143,"score_spread":0.20110106295768457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3015828045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9650973,0.0001331017,0.0060156207,0.00003017481,0.0011944834,0.0011068264,0.000013180684,0.000993836,0.025415493],"genre_scores_gemma":[0.99867594,0.000010473024,0.00021918335,0.000040615843,0.000043049637,0.00002594745,0.000004521946,0.000023819368,0.00095647277],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893814,0.000056962763,0.00038024466,0.00018691001,0.00024496936,0.0001927851],"domain_scores_gemma":[0.99909335,0.00007405645,0.000083039806,0.0005654998,0.00009843728,0.00008562384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027051527,0.00017446304,0.00025161955,0.000053946773,0.000060755938,0.000033308526,0.0001882879,0.00009915266,0.00061105797],"category_scores_gemma":[0.000048197984,0.00011358802,0.0001049991,0.00018850867,0.000030836698,0.000111576286,0.000055379813,0.00019959343,0.00006642318],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020231518,0.0000012106312,0.0006883985,0.0014381841,0.00003721309,0.0000015570745,0.0007898852,0.02558756,0.9403001,0.02943915,0.000636678,0.00087772706],"study_design_scores_gemma":[0.0014256597,0.00016401999,0.0013612411,0.00009461564,0.000038954397,0.000017018487,0.002078129,0.8468907,0.14370644,0.000014746813,0.003839582,0.00036888552],"about_ca_topic_score_codex":0.00009947372,"about_ca_topic_score_gemma":0.0000057065918,"teacher_disagreement_score":0.8213031,"about_ca_system_score_codex":0.00006994405,"about_ca_system_score_gemma":0.000031992866,"threshold_uncertainty_score":0.66906565},"labels":[],"label_agreement":null},{"id":"W3017849396","doi":"10.1061/(asce)mt.1943-5533.0003245","title":"Incorporating the Effects of Climate Change into Bridge Deterioration Modeling: The Case of Slab-on-Girder Highway Bridge Deck Designs across Canada","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Bridge (graph theory); Deck; Durability; Girder; Service life; Climate change; Bridge deck; Engineering; Slab; Civil engineering; Environmental science; Forensic engineering; Structural engineering; Computer science; Geology; Reliability engineering","score_opus":0.033530526531397695,"score_gpt":0.2496308579840112,"score_spread":0.21610033145261348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017849396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99351746,0.0002762543,0.004665102,0.00017524826,0.0010304909,0.0002729698,0.00003229953,0.000026849539,0.0000033505057],"genre_scores_gemma":[0.99932736,0.000109290966,0.00019482605,0.00007805747,0.00023627862,0.000014858543,0.0000015667864,0.000037704962,8.2948986e-8],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983887,0.00010019206,0.0009271635,0.000116708754,0.00022449598,0.00024274859],"domain_scores_gemma":[0.9989122,0.00038106763,0.0002860455,0.00021753594,0.00011713651,0.0000859797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089347886,0.00020738166,0.0004554672,0.000042937834,0.000057091376,0.000047406575,0.0002562824,0.00007175327,0.0000075763105],"category_scores_gemma":[0.0005138026,0.00014364746,0.00007195884,0.00022679941,0.000024568286,0.00017217852,0.000081948114,0.00023999409,4.0571734e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009076142,0.000010751677,0.00032279396,0.0015534604,0.00002709703,0.000262487,0.00412524,0.22611782,0.7662499,0.000036718306,0.000043651256,0.0011593293],"study_design_scores_gemma":[0.0014654032,0.00038268184,0.010671385,0.0013481061,0.00007289528,0.00037636372,0.00046991403,0.54598016,0.43865052,0.000039056973,0.00006339911,0.00048011364],"about_ca_topic_score_codex":0.0063907104,"about_ca_topic_score_gemma":0.025661439,"teacher_disagreement_score":0.32759935,"about_ca_system_score_codex":0.00012784742,"about_ca_system_score_gemma":0.00005575392,"threshold_uncertainty_score":0.9921177},"labels":[],"label_agreement":null},{"id":"W3021208020","doi":"10.1139/cjce-2020-0055","title":"Rectification of a large vertical wall surface for flatness","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Flatness (cosmology); Rectification; Profilometer; Structural engineering; Mechanical engineering; Engineering; Computer science; Surface finish; Electrical engineering; Physics","score_opus":0.015651802990144563,"score_gpt":0.20332744186058882,"score_spread":0.18767563887044425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021208020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8292925,0.0009145636,0.16795418,0.000684675,0.000669523,0.00014181343,0.000030009149,0.000046425786,0.00026631632],"genre_scores_gemma":[0.99938744,0.0000086618575,0.0004618054,0.00003851692,0.00007549178,0.0000011531786,0.0000017220558,0.000021564501,0.000003658247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934417,0.0000069395746,0.00031000658,0.00006400824,0.00007679952,0.00019809091],"domain_scores_gemma":[0.9992107,0.00007796091,0.00002569556,0.00008865692,0.0001276847,0.00046929714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018936287,0.000085309366,0.00019721212,0.000064705,0.000019207477,0.0000143867455,0.00012591922,0.00005638974,0.000091668684],"category_scores_gemma":[0.00037052436,0.00009163528,0.00009434954,0.00015644921,0.000009994896,0.000087175074,0.0000035269543,0.00014706388,0.0000017280425],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048651294,0.000007762264,0.0024610714,0.0008652122,0.000079400066,0.000023434228,0.0025412976,0.7012909,0.28396848,0.0011398422,0.006548932,0.0010250265],"study_design_scores_gemma":[0.0009112187,0.00013102822,0.0033348047,0.0001522872,0.000050149247,0.000025274227,0.00012224111,0.89224595,0.04120239,0.000034027173,0.06149468,0.00029596867],"about_ca_topic_score_codex":0.00003450496,"about_ca_topic_score_gemma":0.0041550314,"teacher_disagreement_score":0.24276608,"about_ca_system_score_codex":0.000085167965,"about_ca_system_score_gemma":0.00014408582,"threshold_uncertainty_score":0.37367782},"labels":[],"label_agreement":null},{"id":"W3021422611","doi":"10.2478/ceer-2020-0008","title":"Reliability-Based Safety Evaluation of the BISTOON Historic Masonry Arch Bridge","year":2020,"lang":"en","type":"article","venue":"Civil And Environmental Engineering Reports","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Structural engineering; Latin hypercube sampling; Random variable; Mathematics; Engineering; Sensitivity (control systems); Monte Carlo method; Statistics","score_opus":0.012949588344641267,"score_gpt":0.18038623954963182,"score_spread":0.16743665120499054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021422611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961054,0.00079772,0.0020271137,0.00005617802,0.00038494292,0.00022803237,0.000010389982,0.00009814316,0.0002920789],"genre_scores_gemma":[0.9997862,0.0000251063,0.00006436125,0.000034338387,0.000029616494,0.00001525559,0.000015675821,0.000020699457,0.000008762412],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898404,0.00001736229,0.00030585166,0.00021577028,0.00035083352,0.00012614731],"domain_scores_gemma":[0.99951065,0.00003359613,0.000046121568,0.00030662713,0.0000059791782,0.0000970149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036111462,0.00013526449,0.00015868341,0.000020130368,0.000035733814,0.0000053593203,0.000058929134,0.000054124044,0.00007337172],"category_scores_gemma":[0.00009596348,0.00011664087,0.00009568604,0.00009154304,0.000041909814,0.000046959118,0.000045704186,0.00013654544,0.0000013076555],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013582604,0.000025665848,0.028801233,0.00028332623,0.0000145496315,0.000012230037,0.0004171539,0.81124157,0.15284678,0.0000036771303,0.00030316808,0.006037059],"study_design_scores_gemma":[0.00029041697,0.000027447453,0.2863538,0.00003469832,0.000064273685,0.000019368204,0.000016955637,0.6970377,0.0073758136,0.000009754223,0.008559186,0.00021060066],"about_ca_topic_score_codex":0.000008727405,"about_ca_topic_score_gemma":0.000001927373,"teacher_disagreement_score":0.25755256,"about_ca_system_score_codex":0.00022961678,"about_ca_system_score_gemma":0.000016305825,"threshold_uncertainty_score":0.47564766},"labels":[],"label_agreement":null},{"id":"W3022958798","doi":"10.1016/j.cemconcomp.2020.103651","title":"Degradation of passive film on 304 stainless steel in a simulated concrete pore solution under alternating temperature condition","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China; North Carolina Central University","keywords":"Materials science; Amplitude; Degradation (telecommunications); Layer (electronics); Composite material; Alternation (linguistics); Reinforcement; Metallurgy; Electrical engineering; Optics","score_opus":0.015336497677553651,"score_gpt":0.22729749353615758,"score_spread":0.21196099585860392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022958798","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99780995,0.00030293164,0.00058867293,0.0003669438,0.00009682392,0.00038107327,0.00005888138,0.000111462614,0.00028324788],"genre_scores_gemma":[0.99904054,0.00008304171,0.00009170965,0.0003383407,0.0000376425,0.000010726655,0.00036473045,0.000018453718,0.000014816548],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989126,0.00007229439,0.00037525283,0.00025693057,0.0001903898,0.0001925737],"domain_scores_gemma":[0.9994228,0.00016756452,0.00009260658,0.00012695028,0.00008887805,0.00010120189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009128037,0.00020175689,0.00028338112,0.00005983167,0.00006564996,0.000046760597,0.00008827571,0.00010139533,0.00008880303],"category_scores_gemma":[0.00003806119,0.00020058147,0.00005074192,0.00018468084,0.000057270998,0.00014218439,0.000043741515,0.00020673897,0.0000029199912],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019711678,0.0000020582795,0.0028622698,0.00019414083,0.00003700548,0.000008762954,0.00071117794,0.018717509,0.97549665,0.0008916086,0.00019518155,0.00068653194],"study_design_scores_gemma":[0.0024346907,0.00038609843,0.005242772,0.00023738772,0.00004038965,0.0000020409038,0.0009959061,0.766748,0.22324628,0.000057096568,0.00022878851,0.00038051515],"about_ca_topic_score_codex":0.000015384929,"about_ca_topic_score_gemma":0.000003902188,"teacher_disagreement_score":0.7522504,"about_ca_system_score_codex":0.00007396988,"about_ca_system_score_gemma":0.000017773205,"threshold_uncertainty_score":0.8179475},"labels":[],"label_agreement":null},{"id":"W3023025355","doi":"10.5006/c2013-02448","title":"Numerical Evaluation of Galvanized Steel Corrosion in Mechanically Stabilized Earth Walls","year":2013,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Galvanization; Materials science; Corrosion; Metallurgy; Earth (classical element); Mechanically stabilized earth; Composite material; Layer (electronics)","score_opus":0.022405374659942814,"score_gpt":0.2474261206777551,"score_spread":0.2250207460178123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023025355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9868709,0.00005309832,0.0076892613,0.00006459716,0.00018656616,0.00074745313,0.000001626727,0.00015659575,0.0042299423],"genre_scores_gemma":[0.99829006,0.000012394113,0.0015058,0.000035611392,0.000008082346,0.00006468839,0.000005183337,0.000015262258,0.00006291877],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99860626,0.00014866987,0.0004441523,0.00018105881,0.00043705988,0.00018277943],"domain_scores_gemma":[0.99919,0.00015390514,0.000032940967,0.00029787104,0.00023974708,0.00008556693],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007643191,0.00012118048,0.00026264583,0.00006703943,0.00001235282,0.000015710384,0.000108416425,0.000088526554,0.00817687],"category_scores_gemma":[0.00030873998,0.000102883365,0.00006814659,0.00023484093,0.0000169657,0.00014484169,0.000029937752,0.0001225899,0.00014418016],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029510034,0.00005211539,0.0015935677,0.000041962023,0.00000258096,2.1392113e-7,0.00015037906,0.0034409878,0.9810323,0.00027950958,0.0002647811,0.013112055],"study_design_scores_gemma":[0.0020349792,0.00006235232,0.02419384,0.000026600106,0.000013686309,8.0782013e-7,0.000109450004,0.8832229,0.08929933,0.00075240945,0.000109346365,0.00017435249],"about_ca_topic_score_codex":0.00010827223,"about_ca_topic_score_gemma":0.00008452275,"teacher_disagreement_score":0.891733,"about_ca_system_score_codex":0.00007432123,"about_ca_system_score_gemma":0.000039305094,"threshold_uncertainty_score":0.9927298},"labels":[],"label_agreement":null},{"id":"W3033783397","doi":"10.1016/j.engstruct.2020.110801","title":"Performance of engineered cementitious composite covered or wrapped self-consolidating concrete beams under corrosion","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Rebar; Cracking; Composite material; Composite number; Deflection (physics); Structural engineering; Ductility (Earth science); Cementitious; Cement; Creep; Engineering","score_opus":0.009994196573002243,"score_gpt":0.19887888154784375,"score_spread":0.1888846849748415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3033783397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9743954,0.00020964297,0.02321969,0.000041234925,0.00054858776,0.00027967253,0.000066358814,0.0010709604,0.00016848084],"genre_scores_gemma":[0.99073166,0.00004819313,0.008857556,0.00011384184,0.000113322705,0.000011739269,0.000047699577,0.00006592296,0.000010071848],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99861306,0.000017173199,0.0004832861,0.00027167873,0.00026384936,0.00035097022],"domain_scores_gemma":[0.99927634,0.000121258054,0.00006689468,0.00027956028,0.000063516694,0.00019242664],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007434552,0.00033457423,0.00042546552,0.00008737754,0.0000617834,0.000042022923,0.00024532058,0.00012735363,0.00022807134],"category_scores_gemma":[0.00006897764,0.0003141416,0.000101417325,0.00033124848,0.000030875734,0.00015531185,0.00007159069,0.00029180135,0.000009178313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006558208,0.0000017324346,0.00022421742,0.00063479424,0.000033068372,0.0000035304076,0.00051465,0.5810932,0.4168723,0.0001340371,0.0002578417,0.00016504437],"study_design_scores_gemma":[0.00095267943,0.00015347316,0.0031803944,0.00007389183,0.000048879312,0.0000146428365,0.00006791829,0.77862567,0.21547031,0.000006245734,0.00096020364,0.0004456848],"about_ca_topic_score_codex":0.0000045510806,"about_ca_topic_score_gemma":1.940581e-7,"teacher_disagreement_score":0.20140198,"about_ca_system_score_codex":0.00006676565,"about_ca_system_score_gemma":0.000028591812,"threshold_uncertainty_score":0.99993104},"labels":[],"label_agreement":null},{"id":"W3035340359","doi":"10.18280/rcma.300208","title":"Effects of Compound Rust Inhibitor on the Performance of Concrete with a Large Amount of Mineral Admixtures","year":2020,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Mineral; Rust (programming language); Materials science; Metallurgy; Computer science","score_opus":0.02525882183717595,"score_gpt":0.23000134079470655,"score_spread":0.2047425189575306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035340359","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98772013,0.005608453,0.004184708,0.0006081698,0.00030167104,0.0007859178,0.00020222168,0.00006493493,0.0005238164],"genre_scores_gemma":[0.9881376,0.0006651886,0.010672974,0.00017773021,0.00014338958,0.000023690685,0.000021119846,0.000063576066,0.00009470154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99790114,0.00028462784,0.0007393667,0.00033597133,0.0003189723,0.00041989825],"domain_scores_gemma":[0.99718773,0.0015159226,0.00034596297,0.00046322166,0.000291068,0.00019607172],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003324293,0.00042630226,0.0009319496,0.000079606776,0.00009589755,0.00003473655,0.00037487232,0.00015217882,0.00012879966],"category_scores_gemma":[0.00025026282,0.00030629136,0.00023906706,0.00040993484,0.00070076133,0.00017458039,0.00014777073,0.00043443957,0.000018273322],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020298106,0.00015996741,0.02038062,0.042058267,0.0003234194,0.000056356497,0.008529023,0.031994317,0.8817427,0.01040063,0.000826706,0.0014981476],"study_design_scores_gemma":[0.0029783535,0.0039313626,0.020858001,0.008259764,0.0003730612,0.000074642274,0.00023892405,0.25326094,0.704812,0.000063787054,0.004490548,0.0006586376],"about_ca_topic_score_codex":0.00007183337,"about_ca_topic_score_gemma":0.00003232248,"teacher_disagreement_score":0.22126661,"about_ca_system_score_codex":0.000093686176,"about_ca_system_score_gemma":0.000071276976,"threshold_uncertainty_score":0.9999389},"labels":[],"label_agreement":null},{"id":"W3035461667","doi":"10.3989/ic.71428","title":"Determinación de la longitud de transferencia de alambres con distintos grados de corrosión en elementos pretensados de hormigón","year":2020,"lang":"es","type":"article","venue":"Informes de la Construcción","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Humanities; Philosophy","score_opus":0.006738206653828378,"score_gpt":0.2493913384261876,"score_spread":0.24265313177235923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035461667","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9316557,0.000579059,0.059255227,0.00046689468,0.00016869696,0.00089960126,0.00048055552,0.0007216765,0.005772591],"genre_scores_gemma":[0.99065447,0.00084834127,0.0066058896,0.001244331,0.00026206498,0.00015226581,0.000046403955,0.00014338369,0.00004288011],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9947342,0.0007975169,0.001219603,0.0006606255,0.00047850033,0.0021095355],"domain_scores_gemma":[0.99516237,0.0023162416,0.00022317842,0.0006812657,0.00014251895,0.0014743987],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0016172149,0.00096154073,0.0009814793,0.00017227768,0.00029481028,0.0007308812,0.0009759018,0.0010853844,0.0005576323],"category_scores_gemma":[0.0020996265,0.0010679604,0.00058171223,0.00042079992,0.0007267206,0.00045078548,0.00022713013,0.001570787,0.000056799694],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051223434,0.00006822937,0.8111719,0.0018911745,0.00019232662,0.00041653268,0.015181227,0.00086998235,0.091678016,0.0052144877,0.0011236093,0.07168031],"study_design_scores_gemma":[0.006669077,0.00085943815,0.5498076,0.0014042681,0.0011196996,0.00320037,0.0042044884,0.24018277,0.16119468,0.002169653,0.026111964,0.0030759973],"about_ca_topic_score_codex":0.0006201981,"about_ca_topic_score_gemma":0.00012362875,"teacher_disagreement_score":0.26136428,"about_ca_system_score_codex":0.0015969384,"about_ca_system_score_gemma":0.0021804166,"threshold_uncertainty_score":0.99917704},"labels":[],"label_agreement":null},{"id":"W3035622453","doi":"10.1061/(asce)nh.1527-6996.0000397","title":"Ensemble Analysis of Climate-Change Impacts on Design-Service Life of Reinforced Concrete Bridge Decks across Canada","year":2020,"lang":"en","type":"article","venue":"Natural Hazards Review","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Environmental science; Climate change; Corrosion; Diffusion; Bridge (graph theory); Representative Concentration Pathways; Reinforced concrete; Forensic engineering; Structural engineering; Engineering; Materials science; Climate model; Composite material; Geology","score_opus":0.04698556847459467,"score_gpt":0.2915478456932191,"score_spread":0.24456227721862445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035622453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8471537,0.14729586,0.00025892435,0.0018652311,0.00046412344,0.0014985335,0.0007154951,0.00020550114,0.000542578],"genre_scores_gemma":[0.96159285,0.03175756,0.000090530826,0.006425196,0.000031841006,0.000017155082,0.000060824288,0.000020998357,0.0000030214067],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99816865,0.00009189314,0.00073435745,0.00023588339,0.00042172117,0.0003474749],"domain_scores_gemma":[0.9985776,0.00022194558,0.00019612754,0.0004174548,0.00027965114,0.00030722583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000367042,0.0002537818,0.0011160916,0.00003379389,0.000036320333,0.000011319818,0.0002769363,0.00008871692,0.00017537951],"category_scores_gemma":[0.000695344,0.00021364847,0.00030550655,0.001454781,0.000023338542,0.00010195798,0.00007514365,0.00026302927,0.000011418819],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002114739,0.000019422821,0.004352919,0.21317956,0.005298326,0.0001726051,0.006892364,0.018484592,0.1477783,0.00042186,0.07866509,0.5226202],"study_design_scores_gemma":[0.0029832844,0.000593833,0.055111755,0.0117893405,0.0053102025,0.000013837282,0.00022917644,0.8142217,0.059703562,0.0000024580986,0.04732876,0.0027121238],"about_ca_topic_score_codex":0.018945657,"about_ca_topic_score_gemma":0.014240725,"teacher_disagreement_score":0.7957371,"about_ca_system_score_codex":0.000112950176,"about_ca_system_score_gemma":0.00013593493,"threshold_uncertainty_score":0.9875873},"labels":[],"label_agreement":null},{"id":"W3036149343","doi":"10.1007/s11661-020-05874-2","title":"The Critical Chloride Concentration of Austenitic and Duplex Stainless Steel Reinforcing Bars","year":2020,"lang":"en","type":"article","venue":"Metallurgical and Materials Transactions A","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Duplex (building); Austenite; Materials science; Chloride; Metallurgy; Austenitic stainless steel; Composite material; Corrosion; Chemistry; Microstructure","score_opus":0.013723461688291546,"score_gpt":0.20902036328105364,"score_spread":0.19529690159276208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3036149343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.888788,0.00020305988,0.10986913,0.0006204434,0.00017550844,0.00014331882,0.00002753935,0.000070065435,0.00010297287],"genre_scores_gemma":[0.9993713,0.00038304608,0.00013711196,0.000034451474,0.000025224686,0.000015480986,0.0000025669242,0.000007463352,0.0000233706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993786,0.000034264966,0.0002662851,0.00010970842,0.00008235742,0.00012873716],"domain_scores_gemma":[0.9996052,0.00016638622,0.000014288925,0.00006491465,0.000032243188,0.00011697363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013050361,0.0000843999,0.00018305793,0.000007308058,0.00012013729,0.00009170722,0.000037574908,0.000045429606,0.0002871088],"category_scores_gemma":[0.00004513549,0.0000639009,0.00003176254,0.000055236815,0.00015178423,0.00010150604,0.0000059307386,0.000064383064,0.0000019469212],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062930584,0.000031954467,0.0000072903667,0.0015904824,0.000116028816,0.000025662364,0.0016942546,0.007165866,0.953913,0.01838938,0.00002836493,0.016408466],"study_design_scores_gemma":[0.0034571916,0.0005894782,0.0035970476,0.00016934602,0.0006042332,0.000170381,0.0028045285,0.42472833,0.5319154,0.00084404513,0.030094614,0.0010253883],"about_ca_topic_score_codex":0.000015516507,"about_ca_topic_score_gemma":0.0000056820795,"teacher_disagreement_score":0.42199755,"about_ca_system_score_codex":0.00000650701,"about_ca_system_score_gemma":0.0000081767275,"threshold_uncertainty_score":0.314364},"labels":[],"label_agreement":null},{"id":"W3036578182","doi":"","title":"The effects of curing- and service- conditions on durability of reinforced concrete structures","year":2020,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Curing (chemistry); Reinforced concrete; Composite material; Structural engineering; Materials science; Forensic engineering; Engineering","score_opus":0.00484912109608959,"score_gpt":0.18251380337027606,"score_spread":0.17766468227418647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3036578182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998656,0.000121302175,0.0000025116694,0.00020178089,0.00025518704,0.0003561123,0.0000791726,0.000055863515,0.0002720737],"genre_scores_gemma":[0.99661076,0.00020188045,0.000046378867,0.0000099733,0.000008613157,5.882867e-7,0.0001529365,0.000015271915,0.002953598],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99926823,0.000048830912,0.0001768641,0.00018838933,0.00018839487,0.0001292914],"domain_scores_gemma":[0.9989363,0.00032446074,0.00017265115,0.00032541674,0.00016142662,0.0000797195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006875685,0.00018672338,0.0004108105,0.00007116973,0.00011123005,0.0000075184234,0.00022829059,0.00018028483,0.000049597536],"category_scores_gemma":[0.00008349573,0.00017443401,0.00012575032,0.00014080892,0.00013922587,0.00006780571,0.00004216108,0.00022351267,0.000002261969],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013946622,0.000006983162,0.00069842086,0.02390801,0.00044100572,0.000016203094,0.15990138,0.0011857526,0.802991,0.006828458,0.0011408806,0.0014872631],"study_design_scores_gemma":[0.004289951,0.0011758468,0.115404285,0.0019239122,0.0008829807,0.0000036616143,0.13558237,0.016391803,0.7211467,0.0010904684,0.0008606181,0.0012473777],"about_ca_topic_score_codex":0.0019642462,"about_ca_topic_score_gemma":0.0029313806,"teacher_disagreement_score":0.11470587,"about_ca_system_score_codex":0.000030052222,"about_ca_system_score_gemma":0.000033162873,"threshold_uncertainty_score":0.7113213},"labels":[],"label_agreement":null},{"id":"W3039624139","doi":"10.1002/maco.202011784","title":"Probabilistic model for pitting of copper canisters","year":2020,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Pitting corrosion; Corrosion; Copper; Bentonite; Probabilistic logic; Environmental science; Erosion corrosion of copper water tubes; Saturation (graph theory); Monte Carlo method; Materials science; Metallurgy; Geotechnical engineering; Mathematics; Geology; Statistics","score_opus":0.026766256733716836,"score_gpt":0.21693477009351422,"score_spread":0.1901685133597974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3039624139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98305565,0.000047682333,0.01616093,0.000093355506,0.00017136749,0.00025434364,0.000080706566,0.000078460944,0.000057500136],"genre_scores_gemma":[0.99925417,0.000015754811,0.00053440634,0.000112055044,0.000028225562,0.000021737229,0.00001022541,0.000014066651,0.000009383569],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952567,0.000008945958,0.00020076304,0.00011835893,0.00004901565,0.000097221906],"domain_scores_gemma":[0.9997839,0.000028180715,0.000026383694,0.00007366932,0.000027250035,0.000060663493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008132615,0.00008104569,0.00017224331,0.000008804723,0.000031135114,0.000021623639,0.000043026244,0.000038092476,0.000028992661],"category_scores_gemma":[0.00005027038,0.00007124904,0.000023422148,0.000025972298,0.00002124401,0.000034274,0.000028710856,0.000019912373,0.0000013772298],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000543882,0.000002450583,0.000046453268,0.00046525526,5.758736e-7,1.1277592e-7,0.00039737707,0.002363345,0.99567866,0.00026299426,0.0002669278,0.00046146315],"study_design_scores_gemma":[0.00041353705,0.0000876735,0.000164057,0.000050509032,0.000017450893,8.3737604e-7,0.00007278912,0.69522744,0.30327138,0.00024083223,0.00031085935,0.00014262275],"about_ca_topic_score_codex":0.000006225766,"about_ca_topic_score_gemma":0.000002361472,"teacher_disagreement_score":0.6928641,"about_ca_system_score_codex":0.000012905389,"about_ca_system_score_gemma":0.000008198383,"threshold_uncertainty_score":0.29054514},"labels":[],"label_agreement":null},{"id":"W3040487373","doi":"10.1002/maco.202011780","title":"The anoxic corrosion behaviour of carbon steel in anoxic alkaline environments simulating a Swiss L/ILW repository environment","year":2020,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Government of Canada; Natural Resources Canada","funders":"","keywords":"Anoxic waters; Corrosion; Cementitious; Carbon steel; Materials science; Metallurgy; Decomposition; Cement; Hydrogen; Carbon fibers; Grout; Environmental science; Environmental chemistry; Chemistry; Composite material","score_opus":0.010459309074777073,"score_gpt":0.1955770350978422,"score_spread":0.18511772602306512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3040487373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983813,0.00044883785,0.00024946427,0.00006644706,0.00036655148,0.00034908036,0.000017489969,0.000051097133,0.00006973429],"genre_scores_gemma":[0.9993854,0.00037909238,0.000041842315,0.000042095504,0.000050183146,0.00002434679,0.000014400904,0.000030730644,0.000031888365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985548,0.00010705875,0.0005888443,0.00029456013,0.00021981797,0.00023491334],"domain_scores_gemma":[0.9994139,0.00008001674,0.000114277085,0.00027570286,0.0000063018215,0.000109792825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025493183,0.00021376536,0.00031407012,0.00002861903,0.00010492572,0.000047019596,0.00013079925,0.00011121103,0.000067793066],"category_scores_gemma":[0.00002702328,0.00016992996,0.000042303178,0.00006818885,0.00007124201,0.000073932846,0.00015909766,0.00011042868,0.0000048039115],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010538843,0.00002079378,0.0078006247,0.00006532154,8.63707e-7,0.000006124038,0.0004016667,0.0018192587,0.9892733,0.0000052345395,0.000019945173,0.00048145445],"study_design_scores_gemma":[0.0009186787,0.00023451589,0.023912454,0.00010693092,0.00002531473,0.000005639849,0.0005163776,0.040795777,0.9328236,0.000026046542,0.00033619988,0.00029845527],"about_ca_topic_score_codex":0.000042326246,"about_ca_topic_score_gemma":0.0000060258526,"teacher_disagreement_score":0.056449715,"about_ca_system_score_codex":0.00006082399,"about_ca_system_score_gemma":0.0000063116654,"threshold_uncertainty_score":0.6929543},"labels":[],"label_agreement":null},{"id":"W3045439668","doi":"10.1115/1.4047851","title":"Pulsed Eddy Current Response to General Corrosion in Concrete Rebar","year":2020,"lang":"en","type":"article","venue":"Journal of Nondestructive Evaluation Diagnostics and Prognostics of Engineering Systems","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Materials science; Eddy current; Corrosion; Composite material; Exponential decay; Transient (computer programming); RADIUS; Transient response; Structural engineering; Electrical engineering; Physics; Engineering","score_opus":0.026284740067562075,"score_gpt":0.2692082597346731,"score_spread":0.24292351966711104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3045439668","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96687084,0.003905752,0.026811242,0.000111524125,0.0015553052,0.00066400104,0.000043028365,0.000026580597,0.000011746698],"genre_scores_gemma":[0.9969914,0.00037909046,0.0023256459,0.000013774316,0.00023580702,0.000019865243,0.000004824171,0.000028872093,7.045963e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979693,0.00016554251,0.00093692064,0.00016648132,0.00056678,0.00019495499],"domain_scores_gemma":[0.9973537,0.0012447779,0.00021414943,0.00013228213,0.0007682488,0.00028688225],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.001557541,0.00020578632,0.00047637147,0.00026452722,0.000020644264,0.00004696842,0.00014458752,0.0000897293,0.00000867654],"category_scores_gemma":[0.009024307,0.00020297007,0.000069372065,0.00038359597,0.000027203247,0.0001354214,0.000041538668,0.00031236425,0.0000017230387],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044141663,0.000013869602,0.012565488,0.00050545455,0.000027722544,0.000017798877,0.0013664113,0.88348603,0.097566314,0.00025175745,0.00042969928,0.003328065],"study_design_scores_gemma":[0.0016826751,0.00075256755,0.041540295,0.00083916006,0.00010303685,0.000035932324,0.00018872689,0.9494338,0.0038923193,0.000042869367,0.0011767012,0.00031190497],"about_ca_topic_score_codex":0.0000029284176,"about_ca_topic_score_gemma":4.972069e-7,"teacher_disagreement_score":0.093674,"about_ca_system_score_codex":0.00013093435,"about_ca_system_score_gemma":0.00011390614,"threshold_uncertainty_score":0.9993231},"labels":[],"label_agreement":null},{"id":"W3046377619","doi":"10.1061/(asce)cc.1943-5614.0001064","title":"Design, Construction, and Performance of Continuously Reinforced Concrete Pavement Reinforced with GFRP Bars: Case Study","year":2020,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario; Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Corrosion; Strain gauge; Service life; Reinforced concrete; Structural engineering; Glass fiber; Steel bar; Composite material; Bar (unit); Fiber-reinforced concrete; Geotechnical engineering; Geology; Engineering","score_opus":0.013772800329853547,"score_gpt":0.20895971043072947,"score_spread":0.19518691010087594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046377619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8670445,0.00007181972,0.1319338,0.000037813992,0.00021469366,0.00061825605,0.000005688091,0.000044057164,0.000029352543],"genre_scores_gemma":[0.96070874,0.000033553544,0.039127912,0.00002917498,0.000068229594,0.000008097795,0.0000018710683,0.000017392313,0.0000050408817],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998647,0.000047206133,0.0008080014,0.00012993497,0.00021770557,0.00015020641],"domain_scores_gemma":[0.99862444,0.0001652545,0.00041227683,0.00012815357,0.0005083519,0.00016153182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028647477,0.00018841805,0.00046371526,0.00010682676,0.00009986373,0.000046158082,0.00008535838,0.00005925173,0.00001878634],"category_scores_gemma":[0.000041530915,0.00015935456,0.00007048875,0.00016891543,0.00017654775,0.00033995172,0.000020433157,0.00018228275,3.7474888e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007308328,0.000011337359,0.034373064,0.0013396504,0.0008839166,0.00031052783,0.010184603,0.12368435,0.78714734,0.0005031488,0.00022249528,0.034031212],"study_design_scores_gemma":[0.011601338,0.015084079,0.00044304118,0.0002974096,0.000600947,0.022133013,0.012946703,0.52232146,0.4136238,0.000015205935,0.00029822343,0.0006347638],"about_ca_topic_score_codex":0.000005623674,"about_ca_topic_score_gemma":5.473565e-7,"teacher_disagreement_score":0.39863712,"about_ca_system_score_codex":0.000043474545,"about_ca_system_score_gemma":0.000058194208,"threshold_uncertainty_score":0.64982903},"labels":[],"label_agreement":null},{"id":"W3088252981","doi":"10.23967/dbmc.2020.028","title":"Degradation of Concrete Structures from the Climate Change Perspective","year":2020,"lang":"en","type":"article","venue":"XV International Conference on Durability of Building Materials and Components. eBook of Proceedings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"British Columbia Institute of Technology","funders":"European Regional Development Fund; Fundação para a Ciência e a Tecnologia; Ministério da Ciência, Tecnologia e Ensino Superior","keywords":"Carbonation; Climate change; Degradation (telecommunications); Environmental science; Corrosion; Reinforced concrete; Global warming; Materials science; Computer science; Engineering; Structural engineering; Geology; Metallurgy; Composite material","score_opus":0.06466972720255787,"score_gpt":0.2645978188179219,"score_spread":0.199928091615364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3088252981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99712014,0.000049124166,0.000074996926,0.0011726402,0.00021758488,0.0003000728,0.0003661552,0.000043393553,0.00065586047],"genre_scores_gemma":[0.9992473,0.00013478733,0.00042620645,0.00007519504,0.00007299936,0.000014647588,0.000017091994,0.000010863792,8.8876226e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988386,0.000023962308,0.0004912333,0.00024616654,0.00028641475,0.0001136236],"domain_scores_gemma":[0.9990787,0.00010063033,0.00024943028,0.00009846743,0.00041869158,0.00005410216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022704866,0.00016204928,0.00035561508,0.000037641836,0.0000377433,0.000041698633,0.00029818827,0.00006293498,0.00026276076],"category_scores_gemma":[0.00016491878,0.0001291183,0.00006168902,0.000045875655,0.00021521312,0.00015278191,0.00011360108,0.00009266026,7.3114995e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002741,0.0000053010526,0.0030371328,0.00017087154,0.00003115165,1.01513685e-7,0.0017633552,0.0000031901852,0.9091499,0.08517594,0.000013860534,0.00037512867],"study_design_scores_gemma":[0.00060721405,0.00015156859,0.0501115,0.00032619084,0.00003434006,0.0000012575649,0.0015973962,0.005942652,0.93117124,0.00981668,0.000050686627,0.000189261],"about_ca_topic_score_codex":0.00024933662,"about_ca_topic_score_gemma":0.0000020028788,"teacher_disagreement_score":0.07535926,"about_ca_system_score_codex":0.000035001925,"about_ca_system_score_gemma":0.000011122223,"threshold_uncertainty_score":0.52652913},"labels":[],"label_agreement":null},{"id":"W3091195579","doi":"10.1002/maco.202011794","title":"Overview of anaerobic corrosion of carbon steel radioactive waste packages in alkaline media in support of the Belgian supercontainer concept","year":2020,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hamilton Health Sciences","funders":"","keywords":"Corrosion; Radioactive waste; Carbon steel; Materials science; Waste management; Anoxic waters; Metallurgy; Carbon fibers; Cracking; Environmental science; Engineering; Composite material; Chemistry; Environmental chemistry","score_opus":0.020020715927944684,"score_gpt":0.2224011230198981,"score_spread":0.2023804070919534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091195579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984819,0.00053939346,0.000022576522,0.00010685073,0.00032833483,0.00030843946,0.00015693225,0.00001485515,0.000040686882],"genre_scores_gemma":[0.9992987,0.000535625,0.000027017126,0.00006478306,0.000021617037,0.000007737736,0.0000225372,0.000016958165,0.0000050242925],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987237,0.00013107814,0.00063972705,0.00018573125,0.00016902278,0.00015073933],"domain_scores_gemma":[0.999484,0.000080900914,0.0001173679,0.00021344253,0.00004633823,0.000057945563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002472687,0.00016278941,0.0005797018,0.000057085803,0.000011315168,0.000006501545,0.00013566145,0.00010437304,0.00016027386],"category_scores_gemma":[0.00007949224,0.000120700686,0.00005453254,0.00024759886,0.00010096239,0.00007074788,0.0001103008,0.00009089042,3.770138e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012915234,0.000020173427,0.005492126,0.00038199237,0.0000010411607,0.0000017630223,0.002716085,0.0001483618,0.9907314,0.000058116766,0.00004517805,0.00027457028],"study_design_scores_gemma":[0.0010564711,0.00015074117,0.021892998,0.00027860445,0.00001644428,0.0000013580287,0.00088545587,0.00085992104,0.97464675,0.000021506887,0.00006303632,0.00012673129],"about_ca_topic_score_codex":0.00026825117,"about_ca_topic_score_gemma":0.00028719142,"teacher_disagreement_score":0.016400872,"about_ca_system_score_codex":0.000029464507,"about_ca_system_score_gemma":0.000024228957,"threshold_uncertainty_score":0.49220312},"labels":[],"label_agreement":null},{"id":"W3091571530","doi":"10.1680/jmacr.20.00184","title":"Analytical and numerical approaches to model cover cracking of RC structures due to corrosion","year":2020,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Canadian Navy; University of Ottawa","funders":"","keywords":"Cracking; Parametric statistics; Concrete cover; Structural engineering; Rust (programming language); Corrosion; Materials science; Brittleness; Cover (algebra); Compressibility; Mechanics; Geotechnical engineering; Engineering; Mathematics; Composite material; Computer science; Mechanical engineering; Physics","score_opus":0.17047114431895988,"score_gpt":0.3216792755539007,"score_spread":0.1512081312349408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091571530","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9164275,0.00015580954,0.0769579,0.0017800767,0.000035078705,0.0005004243,0.000050538856,0.00006991733,0.004022754],"genre_scores_gemma":[0.9961391,0.000010386739,0.0035951824,0.000111438545,0.000044977547,0.000011478454,0.000004791679,0.000028489812,0.000054150834],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99817026,0.00010042183,0.0003820114,0.00033975652,0.0006430347,0.00036453188],"domain_scores_gemma":[0.99864364,0.0003182153,0.000022625107,0.0003079902,0.00019419174,0.000513343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005399497,0.00015866983,0.00046844906,0.00016789432,0.000041680174,0.0000342085,0.00025755636,0.00009555584,0.00017209456],"category_scores_gemma":[0.00087755546,0.00014551324,0.00006951801,0.00066637446,0.00013827858,0.000072915296,0.00036056008,0.00035217198,0.00003810453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012525918,0.000009855918,0.0041569243,0.0013380921,0.000036621223,0.000027147318,0.003160508,0.12120338,0.8306998,0.007340087,0.015729563,0.015045437],"study_design_scores_gemma":[0.00033472697,0.00028945084,0.0023877313,0.000039147322,0.000010164723,0.0000036854779,0.000086852204,0.9600027,0.035252582,0.00018455023,0.0012402341,0.00016815453],"about_ca_topic_score_codex":0.000009539431,"about_ca_topic_score_gemma":9.932911e-7,"teacher_disagreement_score":0.83879936,"about_ca_system_score_codex":0.000039527473,"about_ca_system_score_gemma":0.000058855607,"threshold_uncertainty_score":0.59338576},"labels":[],"label_agreement":null},{"id":"W3092185849","doi":"10.1016/j.conbuildmat.2020.120999","title":"Impacts of reinforcement ratio and fatigue load level on the chloride ingress and service life estimating of fatigue loaded reinforced concrete (RC) beams","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Reinforcement; Service life; Materials science; Ultimate tensile strength; Structural engineering; Chloride; Composite material; Engineering; Metallurgy","score_opus":0.05301754690718465,"score_gpt":0.2547019753940823,"score_spread":0.20168442848689763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3092185849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98604214,0.00005034966,0.012593024,0.0005697077,0.00029347956,0.0002859819,0.00004429002,0.000061133316,0.000059887985],"genre_scores_gemma":[0.9977926,0.00006127374,0.0018047417,0.00025383406,0.00006089738,0.0000085229185,0.000004264973,0.000012207381,0.0000016558718],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898684,0.00004010151,0.00051415723,0.00016997613,0.00015392805,0.00013499065],"domain_scores_gemma":[0.9992433,0.0001900886,0.00020083057,0.00013956858,0.00010140742,0.00012476825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000294921,0.00016943864,0.00033629074,0.000038279464,0.000084727144,0.00006786843,0.00006627791,0.00007287542,0.00008086797],"category_scores_gemma":[0.00051393535,0.0001245614,0.000020677997,0.00009927664,0.00015567166,0.00014252546,0.00007181768,0.000066499706,4.3943564e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001223853,2.0798196e-7,0.00019237724,0.00055695884,0.000020759766,2.483864e-7,0.0007270672,0.0010905289,0.9936433,0.0026452125,0.00001991886,0.0009810786],"study_design_scores_gemma":[0.00070439937,0.00005711995,0.00036291906,0.00036377876,0.000021826214,0.000008162996,0.000332637,0.02129077,0.97665346,0.000038887694,0.000027904067,0.00013815418],"about_ca_topic_score_codex":0.00006198109,"about_ca_topic_score_gemma":9.318427e-7,"teacher_disagreement_score":0.020200241,"about_ca_system_score_codex":0.000019894727,"about_ca_system_score_gemma":0.000033711392,"threshold_uncertainty_score":0.50794667},"labels":[],"label_agreement":null},{"id":"W3096268411","doi":"10.1016/j.istruc.2020.10.046","title":"An approach to the selection of target reliability index of Cable-stayed bridge's main girder based on optimal structural parameter ratio from cost-benefit analysis","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Natural Science Foundation of China","keywords":"Reliability (semiconductor); Index (typography); Girder; Reliability engineering; Bridge (graph theory); Structural engineering; Expression (computer science); Mathematical optimization; Computer science; Engineering; Mathematics","score_opus":0.01316780878413333,"score_gpt":0.23600913559398184,"score_spread":0.22284132680984853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3096268411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8065864,0.00001017062,0.1923383,0.00008523509,0.00007469224,0.0003782884,0.0004043452,0.00006434605,0.000058213933],"genre_scores_gemma":[0.98957336,4.4531643e-7,0.009932434,0.00020891156,0.00006513809,0.000018667482,0.00017956481,0.000019538238,0.00000193154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986049,0.00011986674,0.00038647788,0.00038063506,0.00031726566,0.00019087657],"domain_scores_gemma":[0.99901783,0.0001385392,0.000078248246,0.0005166144,0.000109155044,0.00013961631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014916969,0.00021249105,0.00039574824,0.00009054096,0.000059171147,0.00003515176,0.00026523933,0.000111121284,0.00041298603],"category_scores_gemma":[0.00018144777,0.00015638828,0.00017024217,0.0007164802,0.000058273865,0.00006450123,0.000028222097,0.00022671194,5.8848707e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002893842,0.000006407125,0.03216895,0.000030229974,0.00006728397,1.3898371e-7,0.0005490699,0.96009755,0.006023802,0.00002170496,0.00015332563,0.0005921585],"study_design_scores_gemma":[0.00020555516,0.00006785154,0.32445887,0.0000015772928,0.000067090936,1.5437375e-7,0.00006244725,0.66096526,0.013916005,0.000109105626,0.00003483919,0.00011122588],"about_ca_topic_score_codex":0.000574204,"about_ca_topic_score_gemma":0.00012084591,"teacher_disagreement_score":0.29913226,"about_ca_system_score_codex":0.000057372567,"about_ca_system_score_gemma":0.000037217647,"threshold_uncertainty_score":0.6377329},"labels":[],"label_agreement":null},{"id":"W3105064134","doi":"10.3390/cryst10111014","title":"Bond Behavior of Cleaned Corroded Lap Spliced Beams Repaired with Carbon Fiber Reinforced Polymer Sheets and Partial Depth Repairs","year":2020,"lang":"en","type":"article","venue":"Crystals","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Prince Sattam bin Abdulaziz University","keywords":"Materials science; Fibre-reinforced plastic; Composite material; Carbon fiber reinforced polymer; splice; Bond strength; Beam (structure); Steel bar; Lap joint; Structural engineering; Reinforced concrete; Layer (electronics); Engineering; Adhesive; Chemistry","score_opus":0.014931881087499576,"score_gpt":0.20997572590745944,"score_spread":0.19504384481995987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3105064134","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99536175,0.00020035074,0.000114563896,0.00008935701,0.00007197819,0.00042297452,0.000019628524,0.00046778057,0.0032516378],"genre_scores_gemma":[0.9992467,0.000010659265,0.00022282962,0.0000894437,0.000045222227,0.00003578957,0.000018229912,0.000045678902,0.00028544042],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987377,0.000028546967,0.00041905054,0.000333181,0.00021773679,0.00026378848],"domain_scores_gemma":[0.99914116,0.00005960196,0.00008132401,0.00040833376,0.00005470683,0.0002548506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000114705574,0.0002247985,0.00039548537,0.000038083283,0.000039244147,0.00002404833,0.00009373041,0.000116040756,0.00020969211],"category_scores_gemma":[0.000071587594,0.00020394241,0.00008410933,0.0001932414,0.00010533552,0.00008983932,0.000059473397,0.00013837511,0.000004152825],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00096225546,0.00002377878,0.0060628997,0.0004557867,0.00006122489,0.00007936686,0.0029309927,0.0012806574,0.9831494,0.00008305504,0.00141149,0.0034990774],"study_design_scores_gemma":[0.003763005,0.0008335845,0.013485285,0.00016000202,0.00033309095,0.000051241914,0.0008459643,0.07349079,0.90427583,0.0000029051832,0.0017260337,0.0010322429],"about_ca_topic_score_codex":0.000060964594,"about_ca_topic_score_gemma":0.000016374735,"teacher_disagreement_score":0.07887356,"about_ca_system_score_codex":0.000026664975,"about_ca_system_score_gemma":0.00003272628,"threshold_uncertainty_score":0.831653},"labels":[],"label_agreement":null},{"id":"W3107600869","doi":"","title":"Impact des propriétés d'additions minérales sur le risque de corrosion des aciers dans les bétons","year":2015,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Humanities; Chemistry; Art","score_opus":0.036238080183765425,"score_gpt":0.2555836774364042,"score_spread":0.21934559725263877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3107600869","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6867694,0.002254044,0.28702298,0.00203622,0.0002985432,0.0006359234,0.0006784393,0.00052958896,0.019774823],"genre_scores_gemma":[0.924936,0.001745508,0.06468188,0.000016752314,0.000041059895,0.00017521427,0.0011449147,0.00012455648,0.007134099],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9908571,0.0057899402,0.0009006828,0.0009920362,0.0005095725,0.00095065014],"domain_scores_gemma":[0.99062407,0.0019731272,0.0003898244,0.0025625248,0.0035635168,0.00088693795],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.005953036,0.0007485986,0.0007066209,0.00025607963,0.0012350354,0.0005936666,0.0014272213,0.000705478,0.00080245413],"category_scores_gemma":[0.004963812,0.00081369583,0.00064659934,0.0007208253,0.0016727197,0.00044767055,0.0011244774,0.0012580551,0.00010685996],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016033191,0.0032260574,0.16300865,0.0024274944,0.00034780204,0.00004894044,0.15183042,0.034343064,0.40445727,0.048314054,0.015856467,0.17597945],"study_design_scores_gemma":[0.003040849,0.000008962812,0.22013347,0.010860205,0.00050331734,0.000239095,0.004403598,0.37211764,0.32278216,0.029676594,0.032975383,0.0032587245],"about_ca_topic_score_codex":0.02067539,"about_ca_topic_score_gemma":0.03486924,"teacher_disagreement_score":0.33777457,"about_ca_system_score_codex":0.0022074103,"about_ca_system_score_gemma":0.0017749717,"threshold_uncertainty_score":0.9994314},"labels":[],"label_agreement":null},{"id":"W3108159348","doi":"10.1680/jstbu.20.00111","title":"Effect of concrete workability on bond properties of steel rebar in pre-cracked concrete","year":2020,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Structures and Buildings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Cracking; Materials science; Rebar; Slump; Bond strength; Composite material; Structural engineering; Compressive strength; Adhesive; Layer (electronics)","score_opus":0.008060598642172788,"score_gpt":0.19962584955481513,"score_spread":0.19156525091264234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108159348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99812627,0.0005623301,0.000030886364,0.00009760317,0.00013855207,0.0005453686,0.000024848092,0.000050938623,0.000423207],"genre_scores_gemma":[0.99967724,0.000070873444,0.000179968,0.000020082349,0.000023900668,0.000009046647,8.2750785e-7,0.000015581976,0.0000024494766],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99862117,0.000013593413,0.0006327141,0.00023774135,0.0003158053,0.00017897743],"domain_scores_gemma":[0.9993017,0.00008916621,0.00023577614,0.00013659807,0.00015789924,0.00007889635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039400166,0.0002476549,0.00062191754,0.000100503305,0.000029890092,0.000010939356,0.00028327134,0.00014268838,0.0000099065965],"category_scores_gemma":[0.0007786396,0.00017311817,0.00014624503,0.00037800794,0.00045766775,0.00017222282,0.000095818265,0.00027414208,6.827235e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075187505,0.0000018600961,0.005395002,0.0046892427,0.000035396904,1.3075868e-7,0.001806425,0.0046884124,0.97822934,0.0038103582,0.000104659564,0.0004872727],"study_design_scores_gemma":[0.0008678784,0.0004361881,0.0049732714,0.00068643125,0.000052770018,0.0000024599437,0.000119009186,0.008811016,0.9835866,0.00011371535,0.00017529885,0.00017536216],"about_ca_topic_score_codex":0.000040566574,"about_ca_topic_score_gemma":0.000002437034,"teacher_disagreement_score":0.005357235,"about_ca_system_score_codex":0.000040449282,"about_ca_system_score_gemma":0.000026087668,"threshold_uncertainty_score":0.70595545},"labels":[],"label_agreement":null},{"id":"W3108910693","doi":"10.1016/j.engstruct.2020.111522","title":"Bayesian procedures for updating deterioration space-time models for optimizing the utility of concrete structures","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Chloride; Probabilistic logic; Corrosion; Bridge (graph theory); Bayesian probability; Sampling (signal processing); Diffusion; Computer science; Structural engineering; Environmental science; Materials science; Mathematics; Engineering; Statistics; Composite material; Metallurgy","score_opus":0.014378303363248236,"score_gpt":0.219971122063301,"score_spread":0.20559281870005275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108910693","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1478839,0.00039424462,0.84920615,0.00026219856,0.00029079485,0.0011992482,0.00018981379,0.00048527078,0.000088395864],"genre_scores_gemma":[0.93016654,0.000005833349,0.069386564,0.00007116617,0.00019224538,0.00008163579,0.000035163644,0.000058191636,0.0000026331702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988412,0.00001659204,0.00040554418,0.00028049565,0.00015358358,0.00030255862],"domain_scores_gemma":[0.9991694,0.00028627695,0.0000801121,0.0002601021,0.00009939503,0.00010471378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015067743,0.00027856271,0.00035064362,0.000045373912,0.000107664135,0.000063450934,0.0002587785,0.00011781463,0.00003124864],"category_scores_gemma":[0.0005179135,0.00022448435,0.00016733857,0.00014359721,0.00004243418,0.00016970698,0.000040233266,0.00016166529,2.083491e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000083819534,4.992481e-7,0.000012343843,0.0010256693,0.000045350465,2.2020717e-7,0.0015753236,0.8211916,0.17172353,0.0021091688,0.0009983229,0.0012341435],"study_design_scores_gemma":[0.00035227684,0.000051950276,0.0002162029,0.000025050653,0.000034799796,0.0000021757883,0.00013612284,0.9369372,0.05999346,0.0016874442,0.0003355452,0.000227767],"about_ca_topic_score_codex":0.000003885517,"about_ca_topic_score_gemma":0.0000011327314,"teacher_disagreement_score":0.78228265,"about_ca_system_score_codex":0.00002353039,"about_ca_system_score_gemma":0.00003545479,"threshold_uncertainty_score":0.9154206},"labels":[],"label_agreement":null},{"id":"W3110400285","doi":"10.1002/maco.202011782","title":"The corrosion of mild and stainless steel in alkaline anaerobic conditions representing the Belgian “supercontainer” concept and the Swiss L/ILW repository","year":2020,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Corrosion; Radioactive waste; Cement; Nuclear decommissioning; Materials science; Environmental science; Spent nuclear fuel; Metallurgy; Waste management; High-level waste; Engineering","score_opus":0.009689491595277705,"score_gpt":0.21038129355093454,"score_spread":0.20069180195565683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110400285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949264,0.0024478862,0.00014714089,0.001510584,0.00031259705,0.0005044144,0.00003876183,0.00004614403,0.00006609018],"genre_scores_gemma":[0.9986541,0.0009726061,0.000014605781,0.0001947865,0.00006517554,0.0000354469,0.000011850786,0.00001653982,0.000034863046],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987214,0.00025092447,0.0004669321,0.00023985925,0.00013344253,0.00018741757],"domain_scores_gemma":[0.9991073,0.0004093551,0.00008680501,0.00027346835,0.000048353897,0.00007470911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054693414,0.00016579323,0.00030333412,0.000019856412,0.00040336285,0.00015880402,0.00013927056,0.00007448446,0.000023595498],"category_scores_gemma":[0.00011924978,0.000088000495,0.000034290788,0.00011551076,0.00043884965,0.00009728479,0.00019756686,0.00013988513,5.856263e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018877961,0.0000057072357,0.0013851,0.00008381278,0.0000025136305,0.0000028876477,0.0025864088,0.00008845481,0.9937295,0.001201364,0.00032161598,0.00040388285],"study_design_scores_gemma":[0.009587928,0.00043392633,0.10186432,0.0008294724,0.00020742806,0.00009580413,0.03076413,0.048874937,0.8016526,0.0013679665,0.0033557846,0.00096569885],"about_ca_topic_score_codex":0.00020975794,"about_ca_topic_score_gemma":0.000085559404,"teacher_disagreement_score":0.19207688,"about_ca_system_score_codex":0.000013681903,"about_ca_system_score_gemma":0.0000113462265,"threshold_uncertainty_score":0.3588556},"labels":[],"label_agreement":null},{"id":"W3111193119","doi":"10.21838/uhpc.2016.99","title":"Pier Repair/Retrofit Using UHPC—Examples of Completed Projects in North America","year":2016,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pier; Precast concrete; Engineering; Bridge (graph theory); Upgrade; Civil engineering; Architectural engineering; Forensic engineering; Construction engineering; Computer science","score_opus":0.0421709771025855,"score_gpt":0.23471686764619226,"score_spread":0.19254589054360677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3111193119","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914975,0.0000392769,0.0063141915,0.000022442051,0.000080567166,0.00015747672,0.000015008468,0.00028455578,0.0015889781],"genre_scores_gemma":[0.9970622,0.000015657211,0.0027944513,0.000031016545,0.000014064916,0.0000051133343,0.0000025590655,0.000014780568,0.00006016744],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992222,0.000028500976,0.0002829154,0.00016155084,0.00011069867,0.00019409726],"domain_scores_gemma":[0.99946964,0.00011778907,0.000029944877,0.00028931504,0.000042425138,0.00005088674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007645843,0.00010821265,0.0002166132,0.00009676732,0.000014199511,0.000004444068,0.00008412256,0.000036580033,0.00048163367],"category_scores_gemma":[0.00010324564,0.000074817384,0.00006966773,0.00032183886,0.00005952753,0.00007694676,0.000039188333,0.00005312423,0.000016583712],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043344455,0.000028480956,0.75167817,0.00014475342,0.000018496605,0.000006451099,0.0004762011,0.0007068896,0.22601803,0.0001240456,0.0007046285,0.020050531],"study_design_scores_gemma":[0.0020008332,0.00016836953,0.7203359,0.00020117995,0.00002687054,0.000007526091,0.00045004243,0.23751615,0.02410079,0.000059512375,0.014329304,0.00080350967],"about_ca_topic_score_codex":0.00029538514,"about_ca_topic_score_gemma":0.0007985205,"teacher_disagreement_score":0.23680927,"about_ca_system_score_codex":0.00007541548,"about_ca_system_score_gemma":0.00002156163,"threshold_uncertainty_score":0.5273551},"labels":[],"label_agreement":null},{"id":"W3112978374","doi":"10.21608/erjeng.2015.128168","title":"EXPERIMENTAL STUDY ON CORROSION MONITORING AND ASSESSMENT OF CONCRETE STRUCTURES USING ACOUSTIC EMISSION","year":2015,"lang":"en","type":"article","venue":"Journal of Engineering Research - Egypt/Journal of Engineering Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Corrosion; Materials science; Environmental science; Acoustics; Composite material; Physics","score_opus":0.15176397849665166,"score_gpt":0.4388967296329423,"score_spread":0.28713275113629066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112978374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9904445,0.0034412846,0.0041715372,0.000024585113,0.0014315997,0.00039264467,0.0000051883703,0.00003801897,0.000050678926],"genre_scores_gemma":[0.9941399,0.00020015544,0.0048413533,8.0901196e-7,0.00069436536,0.0000055398673,5.098139e-7,0.00010580123,0.000011574699],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9930243,0.00034123537,0.0015678144,0.00027913315,0.0038867204,0.00090081873],"domain_scores_gemma":[0.99399495,0.0015996607,0.00028451649,0.0004590829,0.0025904023,0.0010713639],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.010548488,0.00040484028,0.0009609615,0.0024514187,0.00013732632,0.00020046589,0.0007815245,0.00021663838,0.000020393485],"category_scores_gemma":[0.0034126588,0.00034777532,0.00021585019,0.0011372062,0.00013940259,0.00054534554,0.00031645372,0.0037335942,8.465223e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020046002,0.00007906095,0.0031169436,0.00020113298,0.000073464355,0.00023032622,0.00084436766,0.3537098,0.64114636,0.000021535327,0.00016269185,0.00021387465],"study_design_scores_gemma":[0.0064070914,0.012845602,0.025080742,0.0038726984,0.000103397186,0.0011904651,0.009412316,0.4767165,0.4628707,0.00005546865,0.00059861044,0.0008464369],"about_ca_topic_score_codex":0.000014848578,"about_ca_topic_score_gemma":1.8147077e-7,"teacher_disagreement_score":0.17827566,"about_ca_system_score_codex":0.0012434779,"about_ca_system_score_gemma":0.00050646754,"threshold_uncertainty_score":0.9998974},"labels":[],"label_agreement":null},{"id":"W3113282089","doi":"10.1016/j.conbuildmat.2020.121689","title":"A novel approach for non-destructive EMI-based corrosion monitoring of concrete-embedded reinforcements using multi-orientation piezoelectric sensors","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Rebar; EMI; Corrosion; Materials science; Durability; Structural health monitoring; Composite material; Piezoelectricity; Piezoelectric sensor; Electrical impedance; Nondestructive testing; Structural engineering; Corrosion monitoring; Mechanical impedance; Acoustics; Electromagnetic interference; Electronic engineering; Engineering; Electrical engineering","score_opus":0.0359523202873533,"score_gpt":0.26860068422188765,"score_spread":0.23264836393453436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3113282089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5728406,0.000007855085,0.42621842,0.0000033693454,0.00045293974,0.0003540828,0.000039261187,0.00007624191,0.000007266707],"genre_scores_gemma":[0.8118854,0.000007647267,0.18793175,0.000013533749,0.000090899164,0.000023278504,0.00002368367,0.000022846792,9.793774e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998905,0.000026605889,0.0004624442,0.00027904377,0.00012972811,0.00019720019],"domain_scores_gemma":[0.99941313,0.000060783277,0.00017084491,0.000114665665,0.00013463486,0.00010591846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016421737,0.00019690931,0.00034737997,0.000103449245,0.000112070695,0.000058796824,0.00006412572,0.00011462348,0.000016719889],"category_scores_gemma":[0.00013149837,0.00020719162,0.000056589328,0.00021758687,0.000088156026,0.00016266585,0.00002413464,0.00006864213,3.1626766e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000164174,0.000002528392,0.0014759459,0.0003860706,0.0000096194635,1.3102523e-7,0.0002453974,0.00560092,0.99098366,0.0000775999,0.0000023827727,0.001051578],"study_design_scores_gemma":[0.0014581461,0.0000463395,0.00020856957,0.000052566924,0.000035965717,0.000007304355,0.00038213294,0.2786063,0.71903604,0.0000053970434,0.000006918166,0.00015431744],"about_ca_topic_score_codex":0.000010748253,"about_ca_topic_score_gemma":3.947997e-8,"teacher_disagreement_score":0.2730054,"about_ca_system_score_codex":0.00006861506,"about_ca_system_score_gemma":0.00003174534,"threshold_uncertainty_score":0.84490293},"labels":[],"label_agreement":null},{"id":"W3119765810","doi":"","title":"Reliability assessment of steel-free deck system bridges","year":2011,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Reliability (semiconductor); Deck; Forensic engineering; Engineering; Reliability engineering; Structural engineering; Computer science","score_opus":0.022575243069103267,"score_gpt":0.22999926082087058,"score_spread":0.2074240177517673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119765810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8755139,0.00003241011,0.0100376755,0.000007958541,0.00031407856,0.00016024028,0.000012068544,0.00044881826,0.113472864],"genre_scores_gemma":[0.9949155,0.00000575932,0.0049487855,0.000007477991,0.000012404209,0.0000110094425,0.0000012534034,0.000011288957,0.00008651248],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992454,0.00003178984,0.00029859724,0.00014708945,0.00014359587,0.00013352104],"domain_scores_gemma":[0.9990098,0.000058037953,0.000024923507,0.0007566223,0.0000755305,0.000075086755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030313688,0.00009971095,0.00019498348,0.000028962462,0.000016725497,0.0000058429273,0.00021169978,0.000054906068,0.00046812725],"category_scores_gemma":[0.000049011283,0.00008324918,0.00007469101,0.00007923591,0.00003431486,0.00006831581,0.00007280471,0.00007809221,0.000014317734],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000079607344,0.00025646557,0.7961191,0.005085183,0.000081596,0.000015713927,0.0015392423,0.0015551043,0.084341265,0.09126029,0.01278891,0.006877514],"study_design_scores_gemma":[0.00034338684,0.000054047494,0.9387944,0.00004072824,0.00001566508,0.000003266167,0.0004461077,0.040901106,0.018512448,0.00010517704,0.0006156561,0.00016805489],"about_ca_topic_score_codex":0.00012774007,"about_ca_topic_score_gemma":0.000043194577,"teacher_disagreement_score":0.14267525,"about_ca_system_score_codex":0.00009859324,"about_ca_system_score_gemma":0.000020412903,"threshold_uncertainty_score":0.5125665},"labels":[],"label_agreement":null},{"id":"W3122015688","doi":"10.1115/ipc2020-9329","title":"Life Expectancy of Decommissioned Pipelines Under External Corrosion: Probabilistic Modeling","year":2020,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Pipeline transport; Corrosion; Reliability (semiconductor); Probabilistic logic; Reliability engineering; Monte Carlo method; Pipeline (software); Environmental science; Life expectancy; Service life; Line (geometry); Pitting corrosion; Computer science; Engineering; Materials science; Population; Environmental engineering; Mechanical engineering; Metallurgy; Physics; Statistics","score_opus":0.0420464189482824,"score_gpt":0.23827419537629313,"score_spread":0.19622777642801073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3122015688","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.367605,0.0005510414,0.6284761,0.0006013605,0.00022441936,0.00016316227,0.0000036455033,0.0004061092,0.001969167],"genre_scores_gemma":[0.99623024,0.000029615285,0.0031669857,0.0004047832,0.00009190546,0.000008427281,0.000002224678,0.000022810504,0.000042987333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902105,0.000021500246,0.00042290142,0.00019642344,0.00017995396,0.0001581843],"domain_scores_gemma":[0.999223,0.0000693878,0.00002685358,0.00022085382,0.000084844614,0.00037508883],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006748476,0.00014934153,0.00024655255,0.000027165854,0.0000348739,0.00001633933,0.00015904376,0.000064162115,0.0011721118],"category_scores_gemma":[0.00038330499,0.00012521505,0.00009224079,0.00015822091,0.000021518661,0.000079441605,0.0000598774,0.00012102767,0.000029679535],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014845765,0.000047491558,0.0014389185,0.00047877693,0.000008512065,0.000004239806,0.0011108171,0.69907266,0.28953964,0.001644538,0.0034262072,0.00307973],"study_design_scores_gemma":[0.00032962905,0.000030455538,0.000071538634,0.00004296551,0.000009781605,0.000001494451,0.0003099714,0.99312466,0.0052418476,0.00055514957,0.00012441572,0.00015806545],"about_ca_topic_score_codex":0.0000068161753,"about_ca_topic_score_gemma":0.00000462906,"teacher_disagreement_score":0.6286253,"about_ca_system_score_codex":0.000020705944,"about_ca_system_score_gemma":0.000045344244,"threshold_uncertainty_score":0.99974096},"labels":[],"label_agreement":null},{"id":"W3134338620","doi":"10.2749/newyork.2019.1398","title":"Prediction of Bearing Lifetime Demands by Considering the Bridge Design and Location Parameters","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Bearing (navigation); Bridge (graph theory); Span (engineering); Structural engineering; Engineering; Bearing capacity; Girder; Term (time); Computer science; Environmental science","score_opus":0.025583642427617095,"score_gpt":0.21431590592731659,"score_spread":0.1887322634996995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134338620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.946304,0.00020146971,0.052675422,0.0000258984,0.00014165165,0.00019770628,0.0000013490111,0.000079294536,0.00037317703],"genre_scores_gemma":[0.99943644,0.000025540214,0.000449165,0.00000988694,0.0000073024025,0.0000068899594,0.000004649356,0.000007966894,0.00005216322],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995194,0.000016203636,0.00020635317,0.000101869846,0.000086259715,0.000069895825],"domain_scores_gemma":[0.9995939,0.000099657016,0.000042746924,0.0001993987,0.000037335598,0.000026918638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036116288,0.00005487335,0.00009135294,0.000016394784,0.00002039763,0.0000123984855,0.00002735915,0.00003424842,0.000011104186],"category_scores_gemma":[0.00009900893,0.00004492734,0.000016273583,0.00007115101,0.000024005956,0.00005791283,0.000015231997,0.00005900634,0.0000030350604],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036741458,0.000017040968,0.4799202,0.0004361729,0.000077205346,0.000016908318,0.0010374098,0.08501639,0.41808096,0.000050853756,0.004230922,0.01107918],"study_design_scores_gemma":[0.0004681247,0.00008751427,0.31976607,0.00012779633,0.000055979614,0.00042350346,0.0001105648,0.5554413,0.12046468,0.00010694213,0.0027141846,0.00023332829],"about_ca_topic_score_codex":0.000024927387,"about_ca_topic_score_gemma":6.4755494e-7,"teacher_disagreement_score":0.47042492,"about_ca_system_score_codex":0.000019353924,"about_ca_system_score_gemma":0.000014783728,"threshold_uncertainty_score":0.18320836},"labels":[],"label_agreement":null},{"id":"W3134557592","doi":"10.2749/newyork.2019.1088","title":"Study on Evaluation Procedures for Prestressed Concrete Bridges Damaged by Salt Attack with Severe Corrosion of PC Cables","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nexen (Canada)","funders":"","keywords":"Structural engineering; Limit state design; Corrosion; Beam (structure); Engineering; Finite element method; Limit (mathematics); Prestressed concrete; Service life; Nonlinear system; Computer science; Reliability engineering; Mathematics; Materials science; Composite material; Physics","score_opus":0.027637598332550122,"score_gpt":0.28915337271417363,"score_spread":0.2615157743816235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134557592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957855,0.000075424636,0.0002851808,0.000020822632,0.0001713898,0.002363231,0.000036130536,0.00012850901,0.0011338228],"genre_scores_gemma":[0.99907655,0.0000053125127,0.00006679166,0.000011173064,0.000019191293,0.00013839066,0.0001027253,0.00003060656,0.000549257],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987197,0.000044287288,0.0003537484,0.00030227806,0.00042744345,0.00015256752],"domain_scores_gemma":[0.9989269,0.00014034145,0.00014148977,0.000474238,0.00026239245,0.000054655968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005246887,0.00015887113,0.000272864,0.00003785683,0.000036560283,0.000020042065,0.000085800304,0.00006136258,0.000054966822],"category_scores_gemma":[0.00030532724,0.00012943978,0.000045553606,0.00009038599,0.000020912485,0.00008953849,0.000017807257,0.00008516048,0.00000486432],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007532064,0.00009686707,0.6041779,0.0010652615,0.000061280276,0.00002569302,0.001159173,0.025999162,0.34712613,0.000008813273,0.018661238,0.00086525705],"study_design_scores_gemma":[0.009529465,0.004038517,0.52431655,0.00085873867,0.00042403975,0.00021716332,0.0031773981,0.088520266,0.3643528,0.00002164283,0.0032970659,0.0012463607],"about_ca_topic_score_codex":0.000029598257,"about_ca_topic_score_gemma":0.000036123754,"teacher_disagreement_score":0.07986137,"about_ca_system_score_codex":0.0000672461,"about_ca_system_score_gemma":0.00012116867,"threshold_uncertainty_score":0.5278401},"labels":[],"label_agreement":null},{"id":"W3134766868","doi":"10.2749/newyork.2019.2131","title":"Damage Assessment of a continuous Hollow Core Deck Bridge subjected to ASR","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Structural engineering; Deck; Retrofitting; Cracking; Finite element method; Bridge (graph theory); Bridge deck; Expansion joint; Nonlinear system; Sensitivity (control systems); Residual; Computer science; Materials science; Engineering; Composite material; Physics","score_opus":0.017709031163305532,"score_gpt":0.2840890312462755,"score_spread":0.26638000008296997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134766868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.981081,0.0000143143225,0.0009788134,0.000022360207,0.0004508328,0.0003497137,0.000009865402,0.00019467912,0.016898436],"genre_scores_gemma":[0.99845433,0.0000029422972,0.000637774,0.000031352676,0.000020312129,0.000011165071,0.000019291512,0.000019505678,0.0008033102],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99906516,0.000011047585,0.00035981112,0.00019407184,0.00020877311,0.00016116524],"domain_scores_gemma":[0.9991225,0.000042971595,0.000059709906,0.0005704366,0.00010314534,0.00010125758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026087035,0.00010747926,0.00027439024,0.000051464784,0.000011610601,0.000012706853,0.00009283169,0.000055575947,0.0003124624],"category_scores_gemma":[0.00010312975,0.000105300074,0.00008131269,0.0001806004,0.000011382187,0.00004101885,0.000045614997,0.00010198646,0.000043609736],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008066991,0.00001625632,0.6093027,0.00007424043,0.000013800544,0.00015098012,0.000079992664,0.00018554287,0.38772082,0.000049965423,0.0017646371,0.0006330083],"study_design_scores_gemma":[0.00024196629,0.000055526172,0.9815168,0.00003227959,0.000010149517,0.00007652601,0.000023165545,0.0022168476,0.008950215,0.000008242787,0.0067275143,0.00014078543],"about_ca_topic_score_codex":0.000059028924,"about_ca_topic_score_gemma":0.000028271701,"teacher_disagreement_score":0.37877062,"about_ca_system_score_codex":0.00006497983,"about_ca_system_score_gemma":0.00006249958,"threshold_uncertainty_score":0.42940125},"labels":[],"label_agreement":null},{"id":"W3135708508","doi":"10.2749/newyork.2019.1238","title":"Learnings from the past to design metallic bridges spanning centuries into the future","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Allowance (engineering); Bridge (graph theory); Engineering; Life span; Service (business); Forensic engineering; Business; Operations management; Gerontology; Marketing","score_opus":0.010999676520019812,"score_gpt":0.21654428348482546,"score_spread":0.20554460696480564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3135708508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990623,0.0009223952,0.004170145,0.002186669,0.00091267884,0.00028467964,0.0000011827636,0.00020514839,0.0006940928],"genre_scores_gemma":[0.99803954,0.00003604558,0.0005008519,0.00026803222,0.00036500773,0.000016548382,0.000007390421,0.0000211619,0.000745414],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.99918795,0.00005018862,0.00020625826,0.0001979797,0.00019724811,0.00016040045],"domain_scores_gemma":[0.9991007,0.00019421204,0.000043791835,0.00056427444,0.000040996834,0.000056016142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044715768,0.00012350135,0.00014680183,0.000013841117,0.00010239185,0.00008006102,0.0001978742,0.000048381316,0.00022464123],"category_scores_gemma":[0.0001133681,0.00006884101,0.00007761822,0.00011945139,0.000023443385,0.000063682215,0.00007441019,0.00021578048,0.00017074506],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012278825,0.000025453188,0.6113043,0.000120741934,0.00029561872,0.00028014218,0.04283979,0.04366598,0.13036656,0.0006665741,0.07284836,0.097463705],"study_design_scores_gemma":[0.00010807511,0.000026921298,0.24910305,0.000033512497,0.00003917038,0.000051652696,0.0032000346,0.002396545,0.0051085753,0.00014707712,0.7395299,0.00025548734],"about_ca_topic_score_codex":0.00017072695,"about_ca_topic_score_gemma":0.00004319818,"teacher_disagreement_score":0.6666815,"about_ca_system_score_codex":0.000038992308,"about_ca_system_score_gemma":0.000020223959,"threshold_uncertainty_score":0.28072548},"labels":[],"label_agreement":null},{"id":"W3135821095","doi":"10.1007/s13349-021-00474-z","title":"Reducing carbon dioxide emissions through structural health monitoring of bridges","year":2021,"lang":"en","type":"article","venue":"Journal of Civil Structural Health Monitoring","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Greenhouse gas; Bridge (graph theory); Structural health monitoring; Carbon dioxide; Environmental science; Service life; Work (physics); Engineering; Global warming; Environmental engineering; Climate change; Structural engineering; Reliability engineering; Chemistry; Mechanical engineering; Geology","score_opus":0.03185465006471207,"score_gpt":0.3210803635048389,"score_spread":0.2892257134401268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3135821095","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.971973,0.018301064,0.00014837476,0.00069105445,0.008527415,0.00014433861,0.0000143303805,0.000094366216,0.000106040476],"genre_scores_gemma":[0.9915845,0.002180516,0.004157092,0.000022857868,0.0019732253,0.0000019723511,0.0000024113035,0.000054349985,0.000023077342],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99619555,0.00021317827,0.001817745,0.0002904888,0.0007472421,0.00073581503],"domain_scores_gemma":[0.9975502,0.00022217487,0.000808295,0.00043198888,0.00041834242,0.000569039],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00056710426,0.00035936324,0.0010324735,0.00014633329,0.0002937412,0.000051665153,0.00031156995,0.00012947619,0.00003152718],"category_scores_gemma":[0.0002671984,0.00032489322,0.0002906631,0.00044996163,0.000057847552,0.0004199483,0.00010110213,0.0009789581,3.6745575e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022908204,0.00003153393,0.57206947,0.0051861573,0.00026336775,0.00015791526,0.017262854,0.0553806,0.20055805,0.0001115381,0.0003892171,0.14836021],"study_design_scores_gemma":[0.0017344018,0.00046469498,0.7125811,0.0049872347,0.00005510207,0.0010412434,0.0063858675,0.0038380632,0.2667555,0.000674434,0.0007061839,0.00077618693],"about_ca_topic_score_codex":0.0005057762,"about_ca_topic_score_gemma":0.000043461598,"teacher_disagreement_score":0.14758402,"about_ca_system_score_codex":0.0010184321,"about_ca_system_score_gemma":0.0006830759,"threshold_uncertainty_score":0.9999203},"labels":[],"label_agreement":null},{"id":"W3139049737","doi":"10.1016/j.nucengdes.2021.111136","title":"Ageing and air leakage assessment of a nuclear reactor containment mock-up: VERCORS 2nd benchmark","year":2021,"lang":"en","type":"article","venue":"Nuclear Engineering and Design","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Électricité de France","keywords":"Containment (computer programming); Leak; Creep; Nuclear engineering; Environmental science; Cracking; Structural engineering; Containment building; Forensic engineering; Engineering; Computer science; Materials science; Composite material; Accident management","score_opus":0.010432051448514742,"score_gpt":0.20447503162382247,"score_spread":0.19404298017530772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3139049737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940709,0.0005300826,0.003526589,0.000050997216,0.00028067883,0.0001543887,0.000008081307,0.00028621315,0.0010920613],"genre_scores_gemma":[0.99449503,0.00024978956,0.0050954833,0.0000410544,0.000026487582,0.000003897971,0.000002871394,0.000053308504,0.000032101383],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991126,0.000033688884,0.00023866158,0.00023981667,0.00015825497,0.00021695663],"domain_scores_gemma":[0.99941415,0.00013708489,0.00002548709,0.00023821414,0.000035488618,0.00014960667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002128809,0.00018750879,0.00028311263,0.00006203503,0.0000473053,0.00004269047,0.00006430185,0.000095200325,0.00015444802],"category_scores_gemma":[0.000066736844,0.00020214921,0.000053050513,0.000112200025,0.000029095027,0.00010089401,0.0000673241,0.00020605276,0.0000027231738],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037764723,0.000036214526,0.00032869962,0.0006056726,0.000097152166,0.00011364844,0.0013998115,0.026818791,0.96014404,0.0019503948,0.0011199109,0.0073478757],"study_design_scores_gemma":[0.001552004,0.0002575996,0.05277737,0.00033490683,0.00010254261,0.00008181885,0.0011712154,0.91271883,0.010479646,0.00007818952,0.019663699,0.0007821965],"about_ca_topic_score_codex":0.000012313316,"about_ca_topic_score_gemma":0.0000011666701,"teacher_disagreement_score":0.9496644,"about_ca_system_score_codex":0.000060167815,"about_ca_system_score_gemma":0.000016215412,"threshold_uncertainty_score":0.8243406},"labels":[],"label_agreement":null},{"id":"W3153560668","doi":"10.1016/j.cemconres.2021.106456","title":"Microscopic assessment of ASR-affected concrete under confinement conditions","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Ottawa","keywords":"Alkali–silica reaction; Materials science; Aggregate (composite); Reinforcement; Transverse plane; Alkali–aggregate reaction; Structural integrity; Structural engineering; Composite material; Engineering","score_opus":0.052504160982932216,"score_gpt":0.37319824958310494,"score_spread":0.32069408860017273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3153560668","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98271585,0.0015919204,0.0008090607,0.00039471776,0.00022710628,0.00047984716,0.0000800361,0.00009388584,0.013607596],"genre_scores_gemma":[0.99787366,0.0008475545,0.00032508114,0.00007347375,0.00004012674,0.000082937564,0.00013128427,0.000021774755,0.000604074],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980504,0.00025532575,0.00038575826,0.00033287538,0.00052379887,0.00045182116],"domain_scores_gemma":[0.99854785,0.00034477474,0.000032961685,0.00041541219,0.0004583807,0.00020059246],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007141316,0.00017418936,0.00032845323,0.00013183396,0.00017276789,0.00008308102,0.0001394146,0.0000998944,0.0027379903],"category_scores_gemma":[0.00007052228,0.00017661859,0.00007522271,0.00038101597,0.0003033013,0.00006846387,0.00017958588,0.00036450961,0.000017169554],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009733141,0.000003757293,0.0019816589,0.00028782964,0.00008298622,0.000014812704,0.00012192437,0.00002862688,0.985544,0.00843795,0.0026946082,0.0007921117],"study_design_scores_gemma":[0.0074616764,0.0008985848,0.07711719,0.00058645546,0.0001529368,0.000032460353,0.005125906,0.044830058,0.8096925,0.00094504247,0.051983654,0.0011735053],"about_ca_topic_score_codex":0.00003275994,"about_ca_topic_score_gemma":0.000014602584,"teacher_disagreement_score":0.17585148,"about_ca_system_score_codex":0.00012251154,"about_ca_system_score_gemma":0.00022188613,"threshold_uncertainty_score":0.99817365},"labels":[],"label_agreement":null},{"id":"W3155683782","doi":"10.2139/ssrn.3435687","title":"Influence of Sulphate on the Electronic and Electrochemical Properties of Passive Films Formed on Steel Reinforcing Bars","year":2019,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Electrochemistry; Composite material; Metallurgy; Forensic engineering; Electrode; Chemistry; Engineering","score_opus":0.005025110349497167,"score_gpt":0.18232345947784764,"score_spread":0.17729834912835046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3155683782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981001,0.0010135432,0.000131008,0.00014046057,0.000034905544,0.0002611354,0.0000010821268,0.000029838826,0.00028789835],"genre_scores_gemma":[0.99807256,0.0017070553,0.000004013668,0.00005228275,0.0000186355,0.000008423147,7.474914e-7,0.000022517106,0.00011376569],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978995,0.000047726127,0.00038647617,0.00015519255,0.00028460854,0.0012264961],"domain_scores_gemma":[0.99931216,0.0001440892,0.00013491721,0.00025548428,0.00009728769,0.000056073663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006487749,0.00019137342,0.00028025944,0.000086296975,0.00006269558,0.000017654336,0.00024496161,0.0000832541,0.000021473614],"category_scores_gemma":[0.00015879518,0.00012492525,0.00009998543,0.0001615455,0.000073962634,0.00013063179,0.000028893724,0.0014792011,0.0000070666465],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038353694,0.000014277163,0.0004569648,0.00007599655,0.000083617444,2.7691868e-7,0.00025825022,0.006376755,0.94921154,0.041505605,0.000016090964,0.0016170773],"study_design_scores_gemma":[0.0012468465,0.002223056,0.0014376111,0.00034650782,0.00004044216,0.00009759828,0.0010604432,0.0068450957,0.9757414,0.010492196,0.00013705762,0.000331735],"about_ca_topic_score_codex":0.000008982033,"about_ca_topic_score_gemma":0.00002636488,"teacher_disagreement_score":0.03101341,"about_ca_system_score_codex":0.00038320164,"about_ca_system_score_gemma":0.00054310623,"threshold_uncertainty_score":0.6426475},"labels":[],"label_agreement":null},{"id":"W3168198545","doi":"10.1080/23789689.2021.1931755","title":"Influence of chloride cations on pore solution chloride and critical chloride threshold of carbon steel rebar","year":2021,"lang":"en","type":"article","venue":"Sustainable and Resilient Infrastructure","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rebar; Chloride; Cementitious; Cement; Brine; Inorganic chemistry; Chemistry; Carbon steel; Materials science; Nuclear chemistry; Metallurgy; Corrosion; Organic chemistry","score_opus":0.004648800971078696,"score_gpt":0.2204541414700441,"score_spread":0.2158053404989654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3168198545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971296,0.0007571702,0.00005597346,0.00022242151,0.0001259414,0.00019475979,0.000023743522,0.000048945974,0.0014414287],"genre_scores_gemma":[0.9992141,0.00035882893,0.00005138544,0.00004428248,0.00004809261,0.000010722846,0.000016237374,0.00001699257,0.00023933258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987528,0.000021780665,0.00037242097,0.00029010442,0.00023431588,0.00032862817],"domain_scores_gemma":[0.9989062,0.00012406257,0.000052676067,0.0003801498,0.00039725535,0.00013965575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014065641,0.00019338554,0.0003039056,0.00011941746,0.000105209,0.000023713621,0.0000906167,0.00016380331,0.000019709672],"category_scores_gemma":[0.00047987132,0.00017789606,0.00005015048,0.00032190757,0.00022794404,0.00013628951,0.00011333482,0.0002754144,1.9474557e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018639406,0.00018968848,0.10616408,0.014324044,0.00017432337,0.0004144961,0.006855594,0.45810163,0.26122242,0.14702886,0.0012845232,0.0023763815],"study_design_scores_gemma":[0.0011935923,0.0003157206,0.26178452,0.00038912916,0.00012669782,0.00008353715,0.0077820695,0.014256259,0.6963662,0.014227152,0.002854555,0.00062055676],"about_ca_topic_score_codex":0.00007085277,"about_ca_topic_score_gemma":0.000016578042,"teacher_disagreement_score":0.4438454,"about_ca_system_score_codex":0.000090196314,"about_ca_system_score_gemma":0.00013020587,"threshold_uncertainty_score":0.725439},"labels":[],"label_agreement":null},{"id":"W3184821476","doi":"10.1061/(asce)cf.1943-5509.0001626","title":"Predicting the Remaining Useful Life of Corroding Bridge Girders Using Bayesian Updating","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Bridge (graph theory); Log-normal distribution; Bayesian inference; Bayesian probability; Engineering; Reliability engineering; Girder; Structural engineering; Computer science; Statistics; Mathematics","score_opus":0.022663130422746355,"score_gpt":0.22274411504349095,"score_spread":0.20008098462074458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184821476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951276,0.0006227649,0.0023120502,0.0000301851,0.00064829376,0.000059447833,0.000032408734,0.00002713997,0.0011400719],"genre_scores_gemma":[0.9975959,0.00016142281,0.0021181013,0.000013741585,0.00008445976,4.8668073e-7,0.0000016653646,0.000013795104,0.000010442788],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99806416,0.000076799144,0.0011430957,0.00009842156,0.00038570163,0.00023181889],"domain_scores_gemma":[0.9983083,0.00030569293,0.00048325455,0.00023299837,0.0005819782,0.000087791275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006482243,0.0001597469,0.0004660562,0.00013200274,0.00012716363,0.000033826625,0.0001982895,0.00007765163,0.00019875969],"category_scores_gemma":[0.0008004638,0.0001319851,0.0001674245,0.0002995198,0.0002731876,0.000410322,0.00005867642,0.00041561175,3.9440252e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016775921,0.000017053118,0.75233537,0.0020504484,0.00021895839,0.000015086822,0.010439592,0.06911698,0.15374853,0.00031358952,0.00011082028,0.011465804],"study_design_scores_gemma":[0.0018608372,0.00023886612,0.0570376,0.0025814255,0.00020338464,0.0011182199,0.08456753,0.6993647,0.15175672,0.000073781746,0.0006514221,0.0005455171],"about_ca_topic_score_codex":0.000013542858,"about_ca_topic_score_gemma":0.000006852993,"teacher_disagreement_score":0.6952978,"about_ca_system_score_codex":0.00006187264,"about_ca_system_score_gemma":0.0004187626,"threshold_uncertainty_score":0.53821963},"labels":[],"label_agreement":null},{"id":"W3185972664","doi":"10.5006/c2021-16219","title":"Modified Cathodic Disbondment Test Methods for Comparing the Performance of HPPC and FBE Coatings","year":2021,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Cathodic protection; Materials science; Metallurgy; Test (biology); Chemistry; Electrochemistry; Electrode; Geology","score_opus":0.03489306977504702,"score_gpt":0.29952216454627967,"score_spread":0.26462909477123264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3185972664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.805408,0.00042779587,0.19109157,0.00008812799,0.000090882866,0.00015586274,0.0000031854813,0.00006093586,0.00267363],"genre_scores_gemma":[0.9703933,0.000051630486,0.029328117,0.00004017041,0.000010058651,0.000024784658,0.0000027750957,0.0000075502444,0.00014163923],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954516,0.000022929062,0.0001742843,0.00010330048,0.000048291586,0.00010602339],"domain_scores_gemma":[0.99910563,0.00061074964,0.00001911459,0.00018291708,0.000047352078,0.00003421335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035006687,0.00007194853,0.00015056352,0.000011251563,0.000056695404,0.000017302375,0.000060023296,0.00002321417,0.000024107996],"category_scores_gemma":[0.00015381881,0.000050637103,0.000034366047,0.00007293787,0.000034239412,0.000034834393,0.000050571318,0.00004833209,4.931537e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014308753,0.000022031081,0.02949394,0.0005485543,0.000003616734,2.373884e-7,0.0012439718,0.004606942,0.92881966,0.0017038772,0.00024848914,0.03329436],"study_design_scores_gemma":[0.00024099974,0.000023485301,0.0038988902,0.00001774953,0.000013423361,0.0000029791047,0.00019401085,0.7098442,0.28459057,0.000045193727,0.0010521567,0.00007639776],"about_ca_topic_score_codex":0.000010740714,"about_ca_topic_score_gemma":0.000013378382,"teacher_disagreement_score":0.7052372,"about_ca_system_score_codex":0.000015950793,"about_ca_system_score_gemma":0.000011751026,"threshold_uncertainty_score":0.20649213},"labels":[],"label_agreement":null},{"id":"W3186335204","doi":"10.1139/cjce-2020-0203","title":"Study on concrete cracking caused by non-uniform corrosion of steel bar","year":2021,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Concrete cover; Cracking; Steel bar; Materials science; Bar (unit); Structural engineering; Composite material; Metallurgy; Engineering; Geology","score_opus":0.011264378944634744,"score_gpt":0.2046485051142356,"score_spread":0.19338412616960085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3186335204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98848337,0.00064785447,0.0076991078,0.00003737783,0.0012904268,0.00014012677,0.000040208954,0.000034541998,0.0016269856],"genre_scores_gemma":[0.9996978,0.000022108661,0.000077297576,0.000030242592,0.00007673927,0.0000020993393,0.0000039687366,0.000044801352,0.00004492982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987023,0.000022688033,0.0005639796,0.00013218964,0.00024830096,0.00033055717],"domain_scores_gemma":[0.9987159,0.00011759383,0.00009230852,0.00028059908,0.00022920819,0.0005643974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032090794,0.00020537683,0.00041750894,0.00023822172,0.00005043036,0.000046761503,0.0002010343,0.00008815559,0.0002705983],"category_scores_gemma":[0.00023446942,0.00021825338,0.00013257218,0.0002792762,0.000020863197,0.00014985763,0.0000144422265,0.00041551946,0.000005319494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029252295,0.000025901754,0.01713236,0.00038994857,0.00015767518,0.0014063211,0.0043378863,0.33505714,0.6299938,0.0001139856,0.010349385,0.0010063717],"study_design_scores_gemma":[0.013197895,0.0030898417,0.108374186,0.0047519617,0.00059957104,0.0008382503,0.013313887,0.33567214,0.455009,0.000055053566,0.06121604,0.003882183],"about_ca_topic_score_codex":0.00010828199,"about_ca_topic_score_gemma":0.009381227,"teacher_disagreement_score":0.17498478,"about_ca_system_score_codex":0.00025358752,"about_ca_system_score_gemma":0.00031551017,"threshold_uncertainty_score":0.8900114},"labels":[],"label_agreement":null},{"id":"W3190788999","doi":"10.1061/9780784483619.032","title":"Designing Concrete Pressure Pipe to Resist Corrosion","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CBC (Canada)","funders":"","keywords":"Corrosion; Cathodic protection; Resist; Forensic engineering; Pressure control; Environmental science; Engineering; Materials science; Metallurgy; Mechanical engineering; Composite material; Anode","score_opus":0.014395101277186965,"score_gpt":0.2335746529336394,"score_spread":0.21917955165645245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190788999","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41284478,0.027521748,0.51283157,0.004015603,0.010366295,0.0014096665,0.00036064617,0.0024868024,0.028162928],"genre_scores_gemma":[0.9881489,0.00016716163,0.0061545065,0.00047806877,0.00043839368,0.000032276163,0.00005542747,0.000053636624,0.004471595],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987204,0.000071929,0.00032209742,0.00035942817,0.00022041003,0.00030572372],"domain_scores_gemma":[0.99885124,0.0001587935,0.000022709452,0.0005103835,0.00023664313,0.000220258],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016792178,0.00020105432,0.0002835427,0.000053076175,0.00009077311,0.00008770042,0.00015608601,0.00010516346,0.0016199298],"category_scores_gemma":[0.00049370463,0.00020875395,0.000101846126,0.00040743794,0.00002164045,0.00009058322,0.00011891395,0.00018578774,0.00036459207],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027083766,0.0000036221613,0.001342413,0.00011515431,0.000008157048,0.000047216166,0.00027468568,0.0023293463,0.9563939,0.000044433822,0.03289231,0.006521698],"study_design_scores_gemma":[0.00060575095,0.000034962617,0.0016995067,0.00018174626,0.0000829681,0.000029042718,0.00042915638,0.032841146,0.5560414,0.00007322437,0.4073494,0.00063168147],"about_ca_topic_score_codex":0.000009426367,"about_ca_topic_score_gemma":0.000031780797,"teacher_disagreement_score":0.57530415,"about_ca_system_score_codex":0.00003446787,"about_ca_system_score_gemma":0.000051197854,"threshold_uncertainty_score":0.99929273},"labels":[],"label_agreement":null},{"id":"W3190956891","doi":"10.1061/(asce)cf.1943-5509.0001637","title":"Combined Effects of Freeze-Thaw and Corrosion on Performance of RC Structures: State-of-the-Art Review","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Corrosion; Frost (temperature); Reinforced concrete; Structural engineering; Materials science; Environmental science; Forensic engineering; Geotechnical engineering; Engineering; Composite material","score_opus":0.005134912004927561,"score_gpt":0.18832493280685006,"score_spread":0.1831900208019225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190956891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930843,0.0057113627,0.000040097722,0.000022223354,0.000597144,0.0001853476,0.00008975609,0.000009741114,0.0002600429],"genre_scores_gemma":[0.9871273,0.012504082,0.00026010786,0.000017593145,0.000010488046,0.0000015220498,0.0000030648239,0.000009789339,0.0000660394],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99808156,0.00007832501,0.0011098237,0.00010312223,0.00046736147,0.00015980798],"domain_scores_gemma":[0.99811476,0.0002614062,0.000568773,0.0003415188,0.0006447626,0.00006879785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027535614,0.00019525421,0.0008149651,0.000111336376,0.000038906186,0.0000062432714,0.00020885057,0.00007311721,0.00012456726],"category_scores_gemma":[0.00027976587,0.00014375446,0.00018346212,0.00025865732,0.00043316153,0.00021178999,0.00006414118,0.00031793962,5.2449013e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013122358,0.00010702327,0.25455746,0.10638327,0.00019538196,0.000008296978,0.0020955107,0.0032443812,0.5665589,0.00046106425,0.0013144972,0.063761994],"study_design_scores_gemma":[0.0016875219,0.0011370282,0.07857911,0.010516321,0.00010802151,0.00009199969,0.00035040872,0.0024665233,0.9042226,0.00008631203,0.00054330006,0.00021083839],"about_ca_topic_score_codex":0.0000036840363,"about_ca_topic_score_gemma":0.0000040954187,"teacher_disagreement_score":0.33766374,"about_ca_system_score_codex":0.000028528184,"about_ca_system_score_gemma":0.00016396178,"threshold_uncertainty_score":0.58621365},"labels":[],"label_agreement":null},{"id":"W3193211887","doi":"10.1007/s12205-021-2236-6","title":"Experimental Evaluation of Deteriorated CMPs Retrofitted by Different Non-invasive Approaches","year":2021,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Culvert; Geotechnical engineering; Deflection (physics); Engineering; Environmental science; Structural engineering; Civil engineering; Forensic engineering","score_opus":0.030769033674163462,"score_gpt":0.22639530304378724,"score_spread":0.1956262693696238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3193211887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9843276,0.0027793813,0.011911042,0.000018742609,0.00052773044,0.00009469196,0.0000073018564,0.000038112274,0.00029535755],"genre_scores_gemma":[0.99952555,0.000044268418,0.0003061536,0.0000052647288,0.0000666692,0.000005936098,0.000008090426,0.000029931502,0.000008163954],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998593,0.000050507417,0.000554291,0.000115777715,0.0005088694,0.00017757488],"domain_scores_gemma":[0.9991767,0.00008347887,0.00012792693,0.0001891662,0.00030385196,0.00011887347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003966637,0.00018174385,0.00036930112,0.0001028518,0.00001856496,0.000026501499,0.00012373185,0.00008355956,0.00020536817],"category_scores_gemma":[0.00023217963,0.00017334559,0.00015004117,0.00021154463,0.000016063417,0.00015462593,0.00003161985,0.00023238988,0.000001311991],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000124956505,0.000033523134,0.00043977107,0.00009445361,0.00005083037,0.0000066109383,0.0003121148,0.06696041,0.93118334,0.0000038343824,0.0003822331,0.0005203755],"study_design_scores_gemma":[0.0007547096,0.000060092498,0.0032288507,0.0001566908,0.000056837256,0.00004806559,0.00025938198,0.25118628,0.7440563,0.000004765589,0.00004656003,0.00014147273],"about_ca_topic_score_codex":0.0000010301965,"about_ca_topic_score_gemma":0.000009092742,"teacher_disagreement_score":0.18712705,"about_ca_system_score_codex":0.0002269329,"about_ca_system_score_gemma":0.00007120588,"threshold_uncertainty_score":0.7068828},"labels":[],"label_agreement":null},{"id":"W3194548392","doi":"10.32920/ryerson.14663304.v1","title":"Bond of reinforcement in concrete with different types of corroded bars","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Corrosion; Bond strength; Reinforcement; Carbon steel; Composite material; Cement; Silica fume; Bond; Metallurgy; Reinforced concrete; Portland cement; Layer (electronics); Adhesive","score_opus":0.01170485361179338,"score_gpt":0.20941361283121618,"score_spread":0.1977087592194228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194548392","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98507434,0.00031457227,0.004820173,0.000014122824,0.00023176617,0.00030487953,0.000014562101,0.000056125038,0.009169437],"genre_scores_gemma":[0.9990032,0.00013937266,0.0005958577,0.000012456808,0.000007009629,0.000020826183,0.00004917357,0.000018637427,0.00015350466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890167,0.000021114045,0.00051003956,0.00021690325,0.00020942495,0.00014086292],"domain_scores_gemma":[0.9991807,0.000051873223,0.00008393577,0.000533299,0.000095921016,0.0000542876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000098922246,0.00021159311,0.0005968848,0.00008743255,0.000004655331,0.000010346336,0.00014872129,0.00014487337,0.0006483123],"category_scores_gemma":[0.000029304012,0.00016780451,0.00009521435,0.00009114744,0.00005115856,0.000021629707,0.00022526323,0.000271072,8.242572e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069756154,0.00006275069,0.05568021,0.016194433,0.00051110995,0.000056496276,0.006870921,0.67261213,0.23775458,0.003322746,0.0014465416,0.0047905063],"study_design_scores_gemma":[0.0026024063,0.00030255844,0.03804816,0.002526218,0.00015148525,0.000004671397,0.0015048302,0.28862557,0.66479754,0.00010037318,0.0002179924,0.0011182008],"about_ca_topic_score_codex":0.00018905394,"about_ca_topic_score_gemma":0.00020320794,"teacher_disagreement_score":0.42704293,"about_ca_system_score_codex":0.00007167985,"about_ca_system_score_gemma":0.00006452386,"threshold_uncertainty_score":0.7098565},"labels":[],"label_agreement":null},{"id":"W3194919571","doi":"10.3390/su13169342","title":"Earthquake Response Modeling of Corroded Reinforced Concrete Hollow-Section Piers via Simplified Fiber-Based FE Analysis","year":2021,"lang":"en","type":"article","venue":"Sustainability","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Rebar; Structural engineering; Corrosion; Ductility (Earth science); Materials science; Pier; Finite element method; Concrete cover; Fibre-reinforced plastic; Reduction (mathematics); Strength reduction; Geotechnical engineering; Composite material; Engineering; Creep; Mathematics","score_opus":0.009870977125438433,"score_gpt":0.23478769841565314,"score_spread":0.2249167212902147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194919571","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88687307,0.000057432055,0.11175952,0.00016778425,0.00018339891,0.0003647308,0.000029412311,0.00032561834,0.00023902705],"genre_scores_gemma":[0.99886703,0.0000031175239,0.00051076745,0.000048610083,0.00002541605,0.00003354478,0.000071726485,0.000029372817,0.0004104216],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9974391,0.0004478945,0.00077504345,0.0005251855,0.00035963228,0.00045317074],"domain_scores_gemma":[0.99655026,0.0004453147,0.00009503958,0.0011947537,0.0015010508,0.00021356021],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0014575977,0.0002832435,0.00063591736,0.00027305962,0.00013269088,0.000043778746,0.00016796772,0.00023096899,0.00047259286],"category_scores_gemma":[0.003081498,0.00031513016,0.0005569321,0.0014848979,0.00013253317,0.00015316583,0.00006743254,0.0003221518,0.000005147942],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001104386,0.0000063592597,0.0020122034,0.00036477673,0.00011111441,0.00001731496,0.00047847905,0.95829767,0.03642151,0.00003044639,0.000032403383,0.0011233423],"study_design_scores_gemma":[0.0008414739,0.00007413266,0.007323021,0.000010366348,0.0002297716,0.0000017440759,0.0007298476,0.9684762,0.021587422,0.00015912802,0.00024359781,0.00032330194],"about_ca_topic_score_codex":0.00017189435,"about_ca_topic_score_gemma":0.00007525207,"teacher_disagreement_score":0.111993946,"about_ca_system_score_codex":0.00079194707,"about_ca_system_score_gemma":0.0006032749,"threshold_uncertainty_score":0.9999301},"labels":[],"label_agreement":null},{"id":"W3195086854","doi":"10.11159/iccpe21.110","title":"Effects of Migrating Inhibitors on Corrosion of Reinforcing Steel in Aggressive Environment","year":2021,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Materials science; Metallurgy","score_opus":0.0032340023272309014,"score_gpt":0.17095938566254615,"score_spread":0.16772538333531525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195086854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998947,0.00004218382,0.000002517785,0.000026093172,0.0006194766,0.00021844004,0.000008480372,0.000040513136,0.000095256335],"genre_scores_gemma":[0.9993813,0.00010551246,0.00038683962,0.000008901063,0.000042021275,0.000023094786,0.0000014534068,0.00002641679,0.00002444736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99884385,0.0000061393284,0.0005072947,0.00022263204,0.00022640692,0.00019367729],"domain_scores_gemma":[0.9993773,0.00017975518,0.00019761847,0.00013119508,0.00004918767,0.00006491869],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013521688,0.0002074727,0.00042719574,0.000093924944,0.000019756313,0.000018786594,0.00016263039,0.00009486147,0.0000141593455],"category_scores_gemma":[0.0003287785,0.00017456707,0.00008953405,0.00019024909,0.00004598664,0.000064008986,0.00016966686,0.00019717599,2.919244e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007798639,0.000028681688,0.000028294131,0.0014245487,0.000007543083,0.0000013771484,0.000025055062,0.0020234175,0.9951585,0.00084761815,0.00004069852,0.00033631004],"study_design_scores_gemma":[0.0005374074,0.000058376063,0.00004209484,0.0024596762,0.000020520069,0.0000021070193,0.00004200928,0.008651801,0.9879202,0.000039701077,0.0000749677,0.00015113993],"about_ca_topic_score_codex":0.0000031024479,"about_ca_topic_score_gemma":8.435408e-7,"teacher_disagreement_score":0.0072382707,"about_ca_system_score_codex":0.000052823772,"about_ca_system_score_gemma":0.000007920596,"threshold_uncertainty_score":0.7118639},"labels":[],"label_agreement":null},{"id":"W3197600052","doi":"10.82308/45360","title":"Design of concrete bridges for sustainability and durability","year":2012,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McGill University","keywords":"Durability; Sustainability; Forensic engineering; Engineering; Construction engineering; Architectural engineering; Computer science","score_opus":0.02249432733184278,"score_gpt":0.23443176410098454,"score_spread":0.21193743676914176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3197600052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995532,0.00044267604,0.0002149549,0.000032796484,0.00040469278,0.0012922131,0.00043584427,0.0003694121,0.001275446],"genre_scores_gemma":[0.9972806,0.000060115293,0.0023084506,0.00005613375,0.000027454304,0.00014255373,0.000012398273,0.000064858505,0.00004741138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99757344,0.0002951072,0.0006798464,0.00046095514,0.00026790248,0.000722757],"domain_scores_gemma":[0.9971909,0.0011657393,0.00010975704,0.0006981885,0.00041561294,0.00041978783],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002421383,0.00037932055,0.0005680684,0.000098717035,0.00030995632,0.00002465601,0.00024731946,0.0002557478,0.00007889359],"category_scores_gemma":[0.002405879,0.00038646892,0.00018138978,0.00023542269,0.00022369795,0.00067176233,0.00014019864,0.00035827502,0.000008481802],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010809131,0.00016474075,0.020051591,0.005057024,0.00021375946,0.0000059993413,0.00010525481,0.0019543772,0.6911695,0.09768141,0.000034198274,0.18248124],"study_design_scores_gemma":[0.0038936443,0.00058613153,0.028997594,0.00012717824,0.00027776018,0.00005732461,0.0006803339,0.014205871,0.8630505,0.05676882,0.029238926,0.0021158825],"about_ca_topic_score_codex":0.000066455235,"about_ca_topic_score_gemma":0.000011314912,"teacher_disagreement_score":0.18036537,"about_ca_system_score_codex":0.000510653,"about_ca_system_score_gemma":0.000024377949,"threshold_uncertainty_score":0.99985874},"labels":[],"label_agreement":null},{"id":"W3197874822","doi":"10.1177/14759217211041706","title":"Wave amplitude of embedded ultrasonic transducer-based damage monitoring of concrete due to steel bar corrosion","year":2021,"lang":"en","type":"article","venue":"Structural Health Monitoring","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Key Research and Development Program of China","keywords":"Corrosion; Ultrasonic sensor; Materials science; Transducer; Galvanic cell; Brittleness; Steel bar; Bar (unit); Ultrasonic testing; Composite material; Corrosion monitoring; Structural engineering; Acoustics; Metallurgy; Engineering","score_opus":0.030242662968441553,"score_gpt":0.29488637432553777,"score_spread":0.2646437113570962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3197874822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939062,0.00088645605,0.0011454873,0.00009400626,0.0032117672,0.00040685813,0.0000947852,0.00019426431,0.000060195733],"genre_scores_gemma":[0.9914599,0.00006711312,0.008067525,0.000017900084,0.00028153727,0.000018720943,0.00001737526,0.00005522411,0.000014717235],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974021,0.00013442362,0.0009467933,0.00042730756,0.0004756401,0.0006137756],"domain_scores_gemma":[0.99821836,0.00028794646,0.00015059607,0.00064621866,0.00026993288,0.00042693087],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003084178,0.00033591434,0.0007754673,0.00012529282,0.00013858077,0.000029215187,0.00021990857,0.00014044996,0.00008441019],"category_scores_gemma":[0.00013261844,0.00035040002,0.00019274704,0.00047961663,0.000057866517,0.00014093489,0.000050718245,0.00038597034,0.000003240561],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010572578,0.0000044332833,0.025730057,0.0017875347,0.000015648613,0.00001941434,0.0021898604,0.007450072,0.9503225,0.000053587548,0.000012381847,0.0123088015],"study_design_scores_gemma":[0.0007872372,0.00015833997,0.18668233,0.000703698,0.00001812993,0.000012260066,0.0011565086,0.0042423303,0.8058378,0.000025479416,0.000058655896,0.0003172129],"about_ca_topic_score_codex":0.000100123434,"about_ca_topic_score_gemma":0.0000088784755,"teacher_disagreement_score":0.16095227,"about_ca_system_score_codex":0.00032923836,"about_ca_system_score_gemma":0.00024936444,"threshold_uncertainty_score":0.9998948},"labels":[],"label_agreement":null},{"id":"W3199040710","doi":"10.1680/jbren.21.00032","title":"Reliability analysis of residual service life of restored concrete bridge","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Bridge (graph theory); Service life; Reliability (semiconductor); Residual; Finite element method; Bending moment; Structural load; Engineering; Bearing capacity; Structural health monitoring; Computer science; Reliability engineering","score_opus":0.013803652819415892,"score_gpt":0.20952170128663888,"score_spread":0.195718048467223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3199040710","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936293,0.0005928156,0.0038499702,0.000088377805,0.0004787586,0.00022430622,0.00015836365,0.00014822779,0.00082992786],"genre_scores_gemma":[0.99897575,0.00010502634,0.0007910707,0.000014101203,0.000044724067,0.000010920568,0.000015094576,0.0000313538,0.000011976531],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99768704,0.000011758133,0.0011454268,0.00030550355,0.00056888955,0.00028138832],"domain_scores_gemma":[0.99779546,0.00016633791,0.00029908083,0.00046546172,0.0011348455,0.00013881313],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005992885,0.00029680706,0.0009249707,0.00040243077,0.00003308128,0.000011619343,0.0004705962,0.00017906105,0.000035389538],"category_scores_gemma":[0.0018877386,0.00029161634,0.00044045152,0.0028224797,0.00015090872,0.00028464178,0.00016236692,0.00030274078,5.677184e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038734517,0.000015796588,0.0029292458,0.0021152142,0.00039630078,5.0450967e-7,0.00055409456,0.5571681,0.43480408,0.0017125846,0.00022800887,0.000037286136],"study_design_scores_gemma":[0.0006523154,0.00003841121,0.23184146,0.00048216316,0.00082420337,0.0000060197963,0.00012003304,0.30808812,0.45715374,0.000016440672,0.00041859093,0.0003585144],"about_ca_topic_score_codex":0.00011447679,"about_ca_topic_score_gemma":0.000023712764,"teacher_disagreement_score":0.24908003,"about_ca_system_score_codex":0.00012054349,"about_ca_system_score_gemma":0.00014535365,"threshold_uncertainty_score":0.99995357},"labels":[],"label_agreement":null},{"id":"W3201084454","doi":"10.32920/ryerson.14652741.v1","title":"Bond Degradation and Residual Flexural Capacity of Corroded RC Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Flexural strength; Structural engineering; Materials science; Residual; Beam (structure); Reinforced concrete; Composite material; Residual strength; Bond strength; Bond; Three point flexural test; Degradation (telecommunications); Computer science; Engineering; Layer (electronics); Adhesive","score_opus":0.028258107983730768,"score_gpt":0.22782852423606081,"score_spread":0.19957041625233005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201084454","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98997945,0.00035523207,0.0058663576,0.000058723694,0.0005613914,0.00018647892,0.000047347374,0.00018646059,0.0027585726],"genre_scores_gemma":[0.99459887,0.00009479902,0.004821065,0.000020678315,0.00003841657,0.000010415086,0.00016880794,0.000017784349,0.000229149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99904317,0.000033269327,0.00033463235,0.00028177962,0.00017273152,0.00013442508],"domain_scores_gemma":[0.9992908,0.000055678243,0.00004986206,0.00042051228,0.0001045382,0.00007857734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001771175,0.00019195612,0.00034208375,0.00005384865,0.000023422046,0.00004941862,0.000100411526,0.0002338895,0.00019693983],"category_scores_gemma":[0.000100487094,0.00018987076,0.00007418974,0.00006644972,0.00006239378,0.000063546846,0.00023846194,0.0003556101,0.000002388854],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001744976,0.00018085387,0.033032656,0.010948726,0.000348337,0.00003226101,0.008937103,0.022541486,0.8462606,0.0042390553,0.02528129,0.048023157],"study_design_scores_gemma":[0.0018147154,0.00012317074,0.14392345,0.0007540928,0.00028071334,0.00004564594,0.002656682,0.18318264,0.6616481,0.002175836,0.0011812737,0.0022136779],"about_ca_topic_score_codex":0.0002609418,"about_ca_topic_score_gemma":0.00035454083,"teacher_disagreement_score":0.18461248,"about_ca_system_score_codex":0.00005403134,"about_ca_system_score_gemma":0.00004470747,"threshold_uncertainty_score":0.7742705},"labels":[],"label_agreement":null},{"id":"W3201662376","doi":"10.2749/ghent.2021.0043","title":"Influence of climate change on thermal stresses in concrete box girders","year":2021,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"York University","funders":"","keywords":"Deck; Girder; Structural engineering; Bridge (graph theory); Thermal; Climate change; Finite element method; Box girder; Environmental science; Engineering; Geology; Meteorology","score_opus":0.0175997300856744,"score_gpt":0.24866526116339033,"score_spread":0.23106553107771594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201662376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920528,0.00015874028,0.0000033540064,0.00004613393,0.00008842247,0.00007470898,0.0000071008744,0.00006814026,0.0075005977],"genre_scores_gemma":[0.9996411,0.00020859254,0.000033880577,0.000053922,0.000018289422,0.000012494055,0.000006180444,0.0000099044555,0.000015637352],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993442,0.00001645487,0.00025377172,0.00013337815,0.00011499806,0.00013717293],"domain_scores_gemma":[0.99955,0.000046841127,0.000038789334,0.00028060316,0.000048288362,0.000035520414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012730452,0.00007459009,0.000148805,0.000030099805,0.000009942695,0.000006053908,0.000043186043,0.00004450842,0.000077244644],"category_scores_gemma":[0.0001380999,0.000073920986,0.000037300953,0.00012661752,0.000022032802,0.00006117593,0.000027962738,0.00008787452,0.000007198454],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058556205,0.000019914438,0.5426653,0.00074421853,0.000022840497,0.0037394457,0.0013553965,0.027607007,0.40951607,0.00036337526,0.00010378793,0.013804077],"study_design_scores_gemma":[0.0003645682,0.000037293645,0.824652,0.0002695759,0.000009332873,0.00009504381,0.00017033852,0.002055317,0.16983847,0.000021512042,0.0022445866,0.00024191388],"about_ca_topic_score_codex":0.00003833543,"about_ca_topic_score_gemma":0.000029248353,"teacher_disagreement_score":0.2819867,"about_ca_system_score_codex":0.000023856403,"about_ca_system_score_gemma":0.000023055509,"threshold_uncertainty_score":0.301441},"labels":[],"label_agreement":null},{"id":"W3201705941","doi":"10.18280/rcma.310406","title":"Durability of Road and Bridge Concrete and Spray-Coating Waterproof Material","year":2021,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Durability; Coating; Materials science; Composite material; Bridge deck; Deck","score_opus":0.036275764487950383,"score_gpt":0.25188941606529835,"score_spread":0.21561365157734796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201705941","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935737,0.0012077624,0.0037271678,0.000057386307,0.00022584602,0.00020577198,0.00009926845,0.0001761256,0.0007269598],"genre_scores_gemma":[0.98199207,0.0004009441,0.017399242,0.00002854347,0.000053775973,0.0000119762135,0.000039931216,0.000035537825,0.000037982787],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986549,0.00013874502,0.00047357872,0.0003482446,0.00010766061,0.00027689384],"domain_scores_gemma":[0.9990609,0.00022112852,0.000066635286,0.0003581866,0.00014854754,0.00014457958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000333845,0.00023767226,0.00048593554,0.000048231654,0.00009794176,0.00011698861,0.000095407595,0.0000974203,0.00010676968],"category_scores_gemma":[0.00018605472,0.00022248356,0.000073455085,0.000118472504,0.00028876244,0.00020996506,0.00017330787,0.0001498775,0.000005257841],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069961825,0.000008852114,0.023246655,0.0025424173,0.000031444044,0.00003151186,0.0012651485,0.00046227183,0.9614137,0.0002512143,0.000022541533,0.010654285],"study_design_scores_gemma":[0.0011792659,0.0001598497,0.19150105,0.00079319155,0.000096838696,0.00064215605,0.00014542181,0.06405682,0.73866165,0.0012446371,0.00081051677,0.00070858165],"about_ca_topic_score_codex":0.000042691892,"about_ca_topic_score_gemma":0.00004359114,"teacher_disagreement_score":0.22275202,"about_ca_system_score_codex":0.00004992084,"about_ca_system_score_gemma":0.000021298516,"threshold_uncertainty_score":0.90726167},"labels":[],"label_agreement":null},{"id":"W3206363143","doi":"","title":"RA V10 N2, Message from the Editor in Chief (May – August 2020)","year":2017,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Editor in chief; Computer science; Management; Economics","score_opus":0.12629018270778392,"score_gpt":0.4761802972969958,"score_spread":0.3498901145892119,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3206363143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9678856,0.009049167,0.00013642083,0.0005842917,0.00806813,0.0005110392,0.00017868332,0.000096558666,0.013490103],"genre_scores_gemma":[0.9917257,0.0052469033,0.00006096361,0.00016929631,0.002357134,0.00003920209,0.000012131255,0.00006124195,0.0003274225],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99760485,0.00020442577,0.0007853352,0.00041077696,0.00057778426,0.0004168016],"domain_scores_gemma":[0.9970953,0.0006394921,0.0004167948,0.0014711692,0.00012276243,0.00025446553],"candidate_categories":["metaepi_narrow","scholarly_communication","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0013847856,0.00035225914,0.0007149148,0.00017271702,0.00043500375,0.002192754,0.0048011118,0.00017321692,0.018693367],"category_scores_gemma":[0.00090244616,0.0002710221,0.00022092169,0.00029909945,0.00019028861,0.0020810394,0.0011876181,0.0008066004,0.000047182497],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011069533,0.00006258089,0.4942653,0.00005003327,0.00007177042,0.000046362195,0.00025100308,0.00033608856,0.04904324,0.000020133893,0.4415223,0.014220492],"study_design_scores_gemma":[0.0006776072,0.0000034562042,0.90594584,0.00028505913,0.000036895675,0.000002805737,0.000077878336,0.00081543275,0.008266815,0.0010525628,0.082449876,0.00038579528],"about_ca_topic_score_codex":0.0025144469,"about_ca_topic_score_gemma":0.00073488883,"teacher_disagreement_score":0.41168052,"about_ca_system_score_codex":0.0001218675,"about_ca_system_score_gemma":0.00008074726,"threshold_uncertainty_score":0.9999742},"labels":[],"label_agreement":null},{"id":"W3209230438","doi":"10.32920/ryerson.14649795.v1","title":"Corrosion Resistance Of High-Performance Composite Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Corrosion; Materials science; Rebar; Composite material; Composite number; Cracking; Deflection (physics); Structural engineering; Engineering","score_opus":0.010212638419979636,"score_gpt":0.20727519757220705,"score_spread":0.19706255915222742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209230438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9766888,0.00093556975,0.013383697,0.000036964153,0.0014397457,0.00019132934,0.000033020944,0.0003428493,0.0069480026],"genre_scores_gemma":[0.993567,0.00059146056,0.00478997,0.000031195552,0.000039510298,0.000017343302,0.00011225289,0.000030755473,0.0008205194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987868,0.000027330247,0.0004505387,0.00031914422,0.000234597,0.00018155866],"domain_scores_gemma":[0.9988586,0.00005661463,0.00007088172,0.00079979235,0.00013972179,0.000074421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001303217,0.00024197607,0.00047117975,0.00005778043,0.000031115218,0.000036710764,0.00026488627,0.00023873706,0.00038272634],"category_scores_gemma":[0.000017574806,0.00023998707,0.00011453516,0.00012928408,0.000050101222,0.000060139046,0.00036192418,0.00044391054,0.0000132069445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023232913,0.00012732216,0.011138346,0.013811596,0.00007155435,0.000023955392,0.0011536679,0.24754936,0.70455474,0.00071189494,0.009112398,0.011512815],"study_design_scores_gemma":[0.00059571635,0.000033094617,0.044488,0.0018372026,0.000064581625,0.0000036011413,0.0000979006,0.08089025,0.8687473,0.00016910746,0.0021243324,0.000948916],"about_ca_topic_score_codex":0.000043323125,"about_ca_topic_score_gemma":0.00007036577,"teacher_disagreement_score":0.1666591,"about_ca_system_score_codex":0.00008802984,"about_ca_system_score_gemma":0.0000431991,"threshold_uncertainty_score":0.9786389},"labels":[],"label_agreement":null},{"id":"W3209411381","doi":"10.1139/cjce-2020-0712","title":"Prediction of corrosion potential using the generalized artificial neural networks method","year":2021,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Artificial neural network; Reliability (semiconductor); Mortar; Computer science; Engineering; Artificial intelligence; Materials science; Metallurgy; Composite material","score_opus":0.02203650014099869,"score_gpt":0.21602928115874293,"score_spread":0.19399278101774423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209411381","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.312595,0.0014036894,0.68311644,0.000051395862,0.0027128002,0.00004759693,0.000014497404,0.000020041682,0.000038532366],"genre_scores_gemma":[0.99801093,0.000020124739,0.0015081988,0.000020928854,0.0004064547,6.9347124e-7,0.0000035174783,0.000024671652,0.000004493035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990089,0.00005448912,0.00046604045,0.00008150828,0.00014680045,0.00024225365],"domain_scores_gemma":[0.99923724,0.00005680752,0.00007706832,0.00016861883,0.0001931537,0.0002670907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003599831,0.00012287659,0.0002347078,0.00013175249,0.00006954625,0.000046330573,0.00013185338,0.00008559911,0.00017727801],"category_scores_gemma":[0.00011860372,0.00010855296,0.00016516045,0.00028492825,0.000022314689,0.00011479644,0.0000116148285,0.00032465567,2.0059463e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004709332,0.0000013485804,0.000244856,0.000019321085,0.000011814544,0.00004208549,0.000089512796,0.9042635,0.09425797,0.00004350549,0.00015775701,0.00086361106],"study_design_scores_gemma":[0.00017096341,0.000015700401,0.00092340336,0.00005254268,0.00005042606,0.00024195135,0.0000698858,0.9909091,0.006992464,0.000024091907,0.00046437886,0.00008510263],"about_ca_topic_score_codex":0.00015638988,"about_ca_topic_score_gemma":0.008137902,"teacher_disagreement_score":0.6854159,"about_ca_system_score_codex":0.00012452439,"about_ca_system_score_gemma":0.00018849273,"threshold_uncertainty_score":0.45411405},"labels":[],"label_agreement":null},{"id":"W3209844172","doi":"10.3390/ma14216508","title":"Durability and Self-Sealing Examination of Concretes Modified with Crystalline Waterproofing Admixtures","year":2021,"lang":"en","type":"article","venue":"Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kryton International (Canada); University of Victoria","funders":"","keywords":"Waterproofing; Durability; Materials science; Composite material","score_opus":0.007511784270761932,"score_gpt":0.19259642372808938,"score_spread":0.18508463945732745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209844172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979561,0.0001735887,0.0010780033,0.000028891833,0.0001034918,0.0001411302,0.000037921556,0.00017831966,0.0003025368],"genre_scores_gemma":[0.9983948,0.000038943494,0.0014484948,0.00001266855,0.000031074047,0.000012957187,0.000031989443,0.000015966658,0.0000130893495],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992082,0.000092059774,0.00028048814,0.00017928804,0.00010915754,0.00013081165],"domain_scores_gemma":[0.99951065,0.0000964094,0.00003975683,0.00019900376,0.000106109306,0.00004808438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036395178,0.0001186503,0.00025974683,0.000026607928,0.00003270508,0.000052293817,0.0000446429,0.000062408806,0.00017301785],"category_scores_gemma":[0.00008703296,0.0000972722,0.000017635293,0.00006947743,0.00003629687,0.00008728136,0.000036872883,0.000038649825,8.5022117e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002515292,0.000008022883,0.00043702696,0.0005244119,0.000013084305,0.0000046270943,0.0005189816,0.00038000403,0.99735534,0.00017725509,0.0000038549047,0.00055223337],"study_design_scores_gemma":[0.00034841173,0.00003347913,0.0143155195,0.000058700043,0.000020911839,0.000009801341,0.00009216801,0.0032933454,0.98150086,0.00012658254,0.00006664317,0.00013355876],"about_ca_topic_score_codex":0.000013393366,"about_ca_topic_score_gemma":0.000009901813,"teacher_disagreement_score":0.015854467,"about_ca_system_score_codex":0.00002679719,"about_ca_system_score_gemma":0.000017935536,"threshold_uncertainty_score":0.3966645},"labels":[],"label_agreement":null},{"id":"W3214061906","doi":"10.3390/su132112319","title":"Predicting Embodied Carbon and Cost Effectiveness of Post-Tensioned Slabs Using Novel Hybrid Firefly ANN","year":2021,"lang":"en","type":"article","venue":"Sustainability","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Slab; Serviceability (structure); Firefly algorithm; Artificial neural network; Engineering; Computer science; Artificial intelligence","score_opus":0.013192789202737818,"score_gpt":0.2523802340684793,"score_spread":0.2391874448657415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214061906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973212,0.00033576076,0.00091394415,0.00004516289,0.00024225317,0.0006001447,0.000047549336,0.00017026401,0.00032375436],"genre_scores_gemma":[0.99966717,0.000006373739,0.0002244029,0.000012086965,0.000023688335,0.000017001204,0.000016671538,0.000024913115,0.000007714541],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985464,0.00019152764,0.00035836356,0.00040145795,0.00018162468,0.00032057785],"domain_scores_gemma":[0.9974192,0.0005276572,0.000049768714,0.00049856753,0.001377357,0.00012745099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084780913,0.00020230789,0.00041221728,0.000056200726,0.0000908755,0.000025195546,0.00007744564,0.000089690715,0.00001640642],"category_scores_gemma":[0.0027591195,0.00021111278,0.000090229834,0.0002515026,0.00014112236,0.00010872951,0.00016351466,0.00020667902,1.6969553e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043402647,0.000117769305,0.44266227,0.0070787654,0.00006197842,0.00006709787,0.0009324812,0.0061576297,0.53731513,0.00031234694,0.0000034838754,0.0048569893],"study_design_scores_gemma":[0.0024688416,0.00014823131,0.5135925,0.00026027078,0.00011964584,0.00009438603,0.0024533377,0.28309375,0.19492522,0.0020605207,0.00012754297,0.0006557947],"about_ca_topic_score_codex":0.00040426227,"about_ca_topic_score_gemma":0.00004601796,"teacher_disagreement_score":0.34238994,"about_ca_system_score_codex":0.00055940595,"about_ca_system_score_gemma":0.00029441123,"threshold_uncertainty_score":0.8608929},"labels":[],"label_agreement":null},{"id":"W3215031631","doi":"10.1007/978-3-030-88166-5_87","title":"Development Length of GFRP Reinforcing Bars in Concrete Containing Seawater","year":2021,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Fibre-reinforced plastic; Seawater; Corrosion; Embedment; Economic shortage; Water scarcity; Materials science; Reinforced concrete; Environmental science; Forensic engineering; Engineering; Civil engineering; Composite material; Geology; Agriculture; Geography","score_opus":0.011202301221673082,"score_gpt":0.19380528447659232,"score_spread":0.18260298325491922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215031631","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2634599,0.031550735,0.44537976,0.00019749736,0.007339024,0.003599015,0.000100000994,0.002847747,0.24552631],"genre_scores_gemma":[0.99385196,0.00018961416,0.005074967,0.00003720335,0.00009253578,0.000025329555,0.00006441519,0.00016849705,0.00049549696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99778813,0.000011696025,0.0009663949,0.00043348927,0.0003027875,0.0004975092],"domain_scores_gemma":[0.998895,0.00041169577,0.00008302356,0.00044247374,0.0000645641,0.000103268845],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00035146033,0.0005939063,0.0009320601,0.00046991478,0.000020324356,0.000030928935,0.00022737942,0.0005842593,0.00039641032],"category_scores_gemma":[0.00024197003,0.0006624809,0.00015542547,0.00014717429,0.0000298601,0.000086181746,0.00013139177,0.0011776336,0.000007294322],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030775136,0.0000017826017,0.00033554205,0.0015718031,0.00009482237,0.00019248667,0.0024926236,0.9620292,0.015835969,0.0012354733,0.000010759823,0.016168755],"study_design_scores_gemma":[0.0044320007,0.00020549925,0.0011692599,0.019011205,0.00014220201,0.00012002906,0.00010249874,0.67150694,0.15797572,0.0005996991,0.1383943,0.0063406685],"about_ca_topic_score_codex":0.000023546489,"about_ca_topic_score_gemma":0.000713993,"teacher_disagreement_score":0.73039204,"about_ca_system_score_codex":0.00051020866,"about_ca_system_score_gemma":0.000113481416,"threshold_uncertainty_score":0.99958265},"labels":[],"label_agreement":null},{"id":"W3215989011","doi":"10.1061/(asce)mt.1943-5533.0004061","title":"Effect of Stray Current on Cement-Based Materials under Sulfate Attack","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Stray voltage; Sulfate; Gypsum; Ettringite; Current (fluid); Cement; Materials science; Composite material; Metallurgy; Corrosion; Geology; Portland cement","score_opus":0.015489403905477626,"score_gpt":0.26219088817200537,"score_spread":0.24670148426652774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215989011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939914,0.0003936565,0.001557176,0.000025559375,0.0037980806,0.000112911606,0.000039456958,0.000041294516,0.000040463798],"genre_scores_gemma":[0.9995249,0.000117295436,0.0001267845,0.000008153618,0.00016737447,0.0000057218326,0.0000074768427,0.00003930346,0.0000030097642],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99825233,0.00014297756,0.0009273728,0.00013157823,0.00029162038,0.0002541218],"domain_scores_gemma":[0.9991532,0.0002835316,0.00015867717,0.00023485362,0.00008349089,0.000086221706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012011384,0.00023708843,0.0006559987,0.00020355413,0.000011581376,0.000052051888,0.00015586975,0.000087566026,0.0007008779],"category_scores_gemma":[0.00021409676,0.00020983606,0.00010788448,0.00016415135,0.000013732426,0.00010237798,0.00003143439,0.00018035964,0.000007129043],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010512883,0.000023052418,0.00005750841,0.0009434308,0.000016488273,0.000024931776,0.00002107198,0.23615137,0.7621712,0.000022757313,0.00007197702,0.00039105245],"study_design_scores_gemma":[0.0012615618,0.00020242033,0.0013107719,0.00091976835,0.000026862801,0.000014495059,0.000007433747,0.0013303773,0.99437124,0.0000066067128,0.0003736064,0.00017487086],"about_ca_topic_score_codex":0.0000017835115,"about_ca_topic_score_gemma":0.0000045834045,"teacher_disagreement_score":0.23482099,"about_ca_system_score_codex":0.00015041987,"about_ca_system_score_gemma":0.00004422807,"threshold_uncertainty_score":0.8556866},"labels":[],"label_agreement":null},{"id":"W3217635606","doi":"","title":"Relevance of a multi-scale approach to monitor ASR in concrete","year":2012,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Relevance (law); Scale (ratio); Computer science; Physics","score_opus":0.02007157511530152,"score_gpt":0.23382966181224712,"score_spread":0.2137580866969456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3217635606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6924764,0.0026063377,0.2663398,0.0006237611,0.0005347072,0.0010553082,0.00013616822,0.00042446193,0.035803057],"genre_scores_gemma":[0.90136486,0.00027655746,0.09717403,0.000020539746,0.00001656341,0.00012440418,0.000096307944,0.000046597925,0.0008801215],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99684095,0.0014288219,0.0006065115,0.00049625075,0.00027713747,0.00035032167],"domain_scores_gemma":[0.9963862,0.00069651415,0.00016328796,0.0018346666,0.0006913328,0.00022804584],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0029352524,0.00029471892,0.0004783892,0.00017658006,0.000054020235,0.00006815851,0.00083545287,0.00029094718,0.000045692657],"category_scores_gemma":[0.00096525886,0.0003320764,0.00015887005,0.00036291013,0.000114962044,0.0000871622,0.0007669899,0.00064221246,0.000028983828],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016541705,0.001355642,0.053559184,0.0069302963,0.00021758143,0.000006558205,0.14248165,0.018954434,0.52695894,0.016888024,0.0035984584,0.2288838],"study_design_scores_gemma":[0.0017295195,6.8689803e-7,0.039879933,0.003882221,0.0000660553,0.0000073987635,0.0005390593,0.56350386,0.37530503,0.0003285053,0.01319015,0.0015675699],"about_ca_topic_score_codex":0.00057813275,"about_ca_topic_score_gemma":0.00045247524,"teacher_disagreement_score":0.5445494,"about_ca_system_score_codex":0.00016281146,"about_ca_system_score_gemma":0.000059101574,"threshold_uncertainty_score":0.99991316},"labels":[],"label_agreement":null},{"id":"W3217773064","doi":"10.32920/ryerson.14644269.v1","title":"Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Artificial Intelligence in Medicine (Canada)","funders":"","keywords":"Rebar; Spall; Materials science; Corrosion; Cracking; Finite element method; Bond strength; Composite material; Structural engineering; Bond; Service life; Metallurgy; Layer (electronics); Engineering","score_opus":0.024107968687442208,"score_gpt":0.24412236809463767,"score_spread":0.22001439940719547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3217773064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8339286,0.002397729,0.15786703,0.00018031093,0.0016154547,0.0012388773,0.00014310531,0.00049527414,0.0021336174],"genre_scores_gemma":[0.99459916,0.00032246907,0.0027030983,0.00009961983,0.00012054576,0.00019962993,0.00013900588,0.00010080151,0.0017156921],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99764794,0.00005689903,0.00074456906,0.0007770336,0.00027650138,0.00049704674],"domain_scores_gemma":[0.9978449,0.0004121596,0.00009333975,0.0012283892,0.00023782223,0.00018339677],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005050306,0.0005826958,0.0007079644,0.00007423273,0.00022373773,0.00036174536,0.0004544943,0.00042036307,0.00015161055],"category_scores_gemma":[0.00021552367,0.00046375245,0.00028402463,0.000100582074,0.00007468338,0.00013345182,0.0015298497,0.00079713995,0.0000051620877],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013320464,0.0000022316076,0.00012915827,0.0016503863,0.00008509821,0.0000050129943,0.0022963542,0.9666085,0.02564635,0.0001550294,0.001075194,0.0022134793],"study_design_scores_gemma":[0.00057096937,0.000028143315,0.000015772239,0.00038436078,0.0000942353,0.000012076767,0.0019658469,0.96954095,0.026251135,0.000066401495,0.0005126165,0.0005574609],"about_ca_topic_score_codex":0.00016092535,"about_ca_topic_score_gemma":0.0007218555,"teacher_disagreement_score":0.16067053,"about_ca_system_score_codex":0.00028161335,"about_ca_system_score_gemma":0.000095447234,"threshold_uncertainty_score":0.9997814},"labels":[],"label_agreement":null},{"id":"W32847442","doi":"10.1080/0142159x.2020.1807482","title":"Caracterización electroquímica de concretos modificados con CBCA","year":2009,"lang":"en","type":"article","venue":"Medical Teacher","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Toronto","keywords":"Materials science","score_opus":0.007921380509914592,"score_gpt":0.23431933339411518,"score_spread":0.2263979528842006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W32847442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9756772,0.00021466799,0.0052269907,0.0017569468,0.00017447118,0.00013983363,0.0000023532511,0.00067756145,0.016129991],"genre_scores_gemma":[0.998381,0.000045249773,0.00007569202,0.0007573964,0.0002019812,0.0000114967,0.000012636673,0.00001898026,0.00049557566],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987407,0.00007371919,0.0002451095,0.00019905978,0.00033264438,0.00040879904],"domain_scores_gemma":[0.9992419,0.000036103294,0.000015792588,0.00027790945,0.00001995816,0.0004083624],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00035607792,0.00016175328,0.0002314814,0.000033784137,0.00003735816,0.000023159602,0.00021831333,0.00024980088,0.0044505047],"category_scores_gemma":[0.00033964342,0.00014547125,0.00008636217,0.000110839814,0.0000642977,0.00005330905,0.000016097842,0.00056733395,0.00012925302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002070929,0.00021101935,0.015560685,0.0001270381,0.0000905323,0.00031576087,0.0024406412,0.00009518877,0.56514645,0.003414433,0.053556457,0.35883468],"study_design_scores_gemma":[0.002634816,0.00035485532,0.0240804,0.00011565967,0.00006503309,0.00018197612,0.00013561282,0.71738535,0.02174716,0.0009803588,0.2311402,0.0011785908],"about_ca_topic_score_codex":0.000012271338,"about_ca_topic_score_gemma":0.0000024307965,"teacher_disagreement_score":0.71729016,"about_ca_system_score_codex":0.000112859634,"about_ca_system_score_gemma":0.00006167898,"threshold_uncertainty_score":0.99645954},"labels":[],"label_agreement":null},{"id":"W33796521","doi":"10.1533/9781845697037.2.296","title":"Durability of repaired concrete structures","year":2009,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Durability; Construction engineering; Instrumentation (computer programming); Field (mathematics); Engineering; Forensic engineering; Structural engineering; Computer science; Civil engineering; Mathematics; Database","score_opus":0.012648862984721563,"score_gpt":0.2124747771144679,"score_spread":0.19982591412974635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W33796521","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0030248465,0.0014459378,0.0000046696855,0.00001581466,0.000471731,0.0005256159,0.00009957587,0.00047383766,0.99393797],"genre_scores_gemma":[0.123374455,0.00015270239,0.0006902283,0.00012855507,0.00022906545,0.000013977684,0.000044219207,0.00013537123,0.87523144],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981067,0.000029069548,0.0008139198,0.00044252112,0.00033751436,0.0002702421],"domain_scores_gemma":[0.9982904,0.00010522865,0.0001672947,0.0011364928,0.00013862929,0.0001619082],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00024779633,0.00050677167,0.0008884102,0.000106893356,0.000043645996,0.000018894385,0.00030380537,0.00049357314,0.0007865151],"category_scores_gemma":[0.00005891298,0.0004875861,0.00046957887,0.0000151031345,0.00022057962,0.000032159292,0.000066597604,0.00053157116,0.000030572333],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027471668,4.9474414e-7,0.00000943549,0.00034049433,0.000048504575,0.000009759346,0.0001321439,0.000010569535,0.0016384574,0.0027985747,0.0002551527,0.9947289],"study_design_scores_gemma":[0.000365327,0.00009003183,0.00032348136,0.00027675825,0.0001244242,0.000015894333,0.000006002178,0.00020670649,0.0024872131,0.02746747,0.9679056,0.0007310794],"about_ca_topic_score_codex":5.350656e-7,"about_ca_topic_score_gemma":0.000008090374,"teacher_disagreement_score":0.9939979,"about_ca_system_score_codex":0.00012450102,"about_ca_system_score_gemma":0.00006803866,"threshold_uncertainty_score":0.9997576},"labels":[],"label_agreement":null},{"id":"W342599391","doi":"10.5006/c2003-03076","title":"Inhibitor Developments Managing Oxygen Degradation Corrosion on Carbon Steel Surfaces Immersed in Oxygen Saturated Brine","year":2003,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Baker Hughes (Canada)","funders":"","keywords":"Oxygen; Brine; Corrosion; Materials science; Degradation (telecommunications); Carbon steel; Metallurgy; Chemistry","score_opus":0.014020441210595121,"score_gpt":0.21327414456345267,"score_spread":0.19925370335285755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W342599391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762481,0.00009248736,0.00026818554,0.000052120417,0.00058449764,0.00032478798,0.0000022946192,0.00026242953,0.022165092],"genre_scores_gemma":[0.99837995,0.000055390592,0.00072969345,0.00008379089,0.000010975748,0.000013717584,0.00003238979,0.000030403955,0.0006636973],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99872154,0.00007051474,0.00036689022,0.0003020628,0.00023281311,0.0003061808],"domain_scores_gemma":[0.9995411,0.00006146625,0.00003463602,0.00022421153,0.000044346576,0.00009424207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000282259,0.0002266255,0.00021234086,0.00017118787,0.000046690242,0.000041143707,0.00009467726,0.000101326936,0.00012238306],"category_scores_gemma":[0.000070058646,0.0002146947,0.000035300665,0.00044551166,0.000014644572,0.000119072014,0.000025302304,0.00018316928,0.000039013372],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013208367,0.000068751375,0.03582782,0.0001297389,0.000014366706,0.000019391271,0.0005580634,0.011270928,0.93820983,0.00043612282,0.00065650215,0.01267638],"study_design_scores_gemma":[0.0034792596,0.000113005284,0.29346487,0.00026586873,0.000018857556,0.000007728395,0.0010603184,0.13673306,0.55706614,0.00010259344,0.0064539695,0.0012343259],"about_ca_topic_score_codex":0.00010185522,"about_ca_topic_score_gemma":0.00037064377,"teacher_disagreement_score":0.38114372,"about_ca_system_score_codex":0.0002697675,"about_ca_system_score_gemma":0.000032424447,"threshold_uncertainty_score":0.87549955},"labels":[],"label_agreement":null},{"id":"W41414172","doi":"","title":"Effects of O2 and CO2 on Near-Neutral-pH and Stress Corrosion Crack Propagation","year":2000,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada)","funders":"","keywords":"Corrosion; Materials science; Stress (linguistics); Stress corrosion cracking; Metallurgy; Composite material","score_opus":0.005663627542319745,"score_gpt":0.20276171622012962,"score_spread":0.19709808867780987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W41414172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972599,0.0005394653,0.00082633784,0.000041595904,0.00021623661,0.0004430481,0.000017261216,0.00016056953,0.0004955643],"genre_scores_gemma":[0.99883527,0.0007611737,0.00007821664,0.00004915908,0.000035286914,0.0000164871,0.000017563134,0.000025014453,0.00018181719],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99911505,0.0000488516,0.00023470567,0.00026481503,0.00015330988,0.00018328667],"domain_scores_gemma":[0.9993992,0.0001801399,0.00003740979,0.00021896591,0.00003984244,0.00012443689],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000100290774,0.00018763503,0.00023061583,0.00005909659,0.00010628922,0.000045848657,0.00006765507,0.00012355475,0.00006392166],"category_scores_gemma":[0.000066129985,0.0001672474,0.000037638416,0.00015705594,0.000105396204,0.00012873048,0.000031840562,0.00015880719,0.000021503593],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025075336,0.000068179186,0.0044810544,0.0009144292,9.271125e-7,0.0000065358245,0.0005539871,0.0019667172,0.9176696,0.00011180822,0.0005533451,0.073422655],"study_design_scores_gemma":[0.0014478677,0.00050532445,0.057266705,0.00065809564,0.00003199585,0.000010351072,0.000032670665,0.06595547,0.87210906,0.00014118291,0.0014912477,0.00035001166],"about_ca_topic_score_codex":0.000013758782,"about_ca_topic_score_gemma":0.000009202087,"teacher_disagreement_score":0.07307264,"about_ca_system_score_codex":0.000037748614,"about_ca_system_score_gemma":0.000015263244,"threshold_uncertainty_score":0.6820151},"labels":[],"label_agreement":null},{"id":"W4200110024","doi":"10.1007/978-3-030-91877-4_52","title":"The SHM as Higher Level Inspection in the Evaluation of Structures","year":2021,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Structural health monitoring; Context (archaeology); Set (abstract data type); Computer science; Field (mathematics); Risk analysis (engineering); Data science; Data mining; Engineering; Geography; Mathematics; Structural engineering; Business","score_opus":0.03893337283108541,"score_gpt":0.25654928704269037,"score_spread":0.21761591421160495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200110024","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15686505,0.15686765,0.10771869,0.0027580692,0.026980551,0.00834729,0.0002494089,0.0024729096,0.53774035],"genre_scores_gemma":[0.99908274,0.00025744125,0.00009255874,0.000034473,0.00020325244,0.000033041277,0.00002185395,0.000059910184,0.00021474501],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851054,0.00004417024,0.00041773557,0.0002473993,0.0005658823,0.00021428571],"domain_scores_gemma":[0.99863243,0.000665952,0.000057807018,0.0005152657,0.000103813705,0.00002472351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007335239,0.00031527987,0.00030338622,0.0001625375,0.000041769836,0.000046429737,0.00025706194,0.00034962618,0.00029013457],"category_scores_gemma":[0.00046806654,0.00022388274,0.000120644974,0.00016677393,0.000036619764,0.000045144323,0.000042001026,0.0009191174,0.0000031021264],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001057509,0.000004099054,0.00005377904,0.00019331415,0.00003732514,0.000008491742,0.00076118007,0.94952303,0.0028753644,0.01292597,0.00007512504,0.033531748],"study_design_scores_gemma":[0.0025021622,0.0001402587,0.036986846,0.0022039176,0.0004130041,0.000102304264,0.00009820463,0.7609422,0.014222426,0.1096114,0.07021714,0.002560117],"about_ca_topic_score_codex":0.0000397634,"about_ca_topic_score_gemma":0.003030403,"teacher_disagreement_score":0.8422177,"about_ca_system_score_codex":0.0003091429,"about_ca_system_score_gemma":0.00006122765,"threshold_uncertainty_score":0.9129674},"labels":[],"label_agreement":null},{"id":"W4200303021","doi":"10.1007/s40735-021-00624-2","title":"A Review on Corrosion in Concrete Structure: Inhibiting Admixtures and Their Compatibility in Concrete","year":2021,"lang":"en","type":"review","venue":"Journal of Bio- and Tribo-Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Corrosion; Carbonation; Service life; Materials science; Reinforced concrete; Compatibility (geochemistry); Durability; Metallurgy; Composite material","score_opus":0.028861953852443934,"score_gpt":0.2897209394672854,"score_spread":0.26085898561484144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200303021","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026975125,0.97116166,0.000060929277,0.000051377574,0.00063807936,0.0008761247,0.00016389633,0.00003387881,0.00003893659],"genre_scores_gemma":[0.10145521,0.8980089,0.000075787175,0.00019612239,0.00011621938,0.00001008466,0.00007859752,0.000055065346,0.0000040410523],"study_design_codex":"design_other","study_design_gemma":"systematic_review","domain_scores_codex":[0.9955138,0.0007330906,0.0023828652,0.0005897651,0.00034304344,0.00043742938],"domain_scores_gemma":[0.9972602,0.0009930518,0.00084343867,0.0004309417,0.00017416246,0.00029820236],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0016686444,0.00080367364,0.0037743796,0.0004827105,0.000089816065,0.000109483626,0.00025578396,0.0005739614,0.00006574627],"category_scores_gemma":[0.00074178714,0.0005587641,0.00051883934,0.0007475169,0.00012800783,0.00021062314,0.00017825548,0.0019438191,0.0000017246739],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020564077,0.000019236646,0.00087855966,0.07628383,0.00002445049,0.00023465227,0.00047694676,0.000019022773,0.004427531,0.00004868345,0.0013172089,0.91606426],"study_design_scores_gemma":[0.004788346,0.0009999158,0.0003710983,0.5987813,0.00070349284,0.0016362851,0.00030128597,0.0017064472,0.0019698811,0.00015525403,0.38648617,0.0021005142],"about_ca_topic_score_codex":0.000017002454,"about_ca_topic_score_gemma":0.000045870554,"teacher_disagreement_score":0.91396374,"about_ca_system_score_codex":0.0003071355,"about_ca_system_score_gemma":0.00021432425,"threshold_uncertainty_score":0.99968636},"labels":[],"label_agreement":null},{"id":"W4200365587","doi":"10.1016/j.jcou.2021.101861","title":"Ambient pressure carbonation curing of reinforced concrete for CO2 utilization and corrosion resistance","year":2021,"lang":"en","type":"article","venue":"Journal of CO2 Utilization","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":119,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Carbonation; Corrosion; Curing (chemistry); Materials science; Environmental science; Reinforced concrete; Composite material","score_opus":0.03006663867462089,"score_gpt":0.2605374417594018,"score_spread":0.2304708030847809,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200365587","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8050698,0.005379043,0.187863,0.00008905095,0.0007416493,0.00032141263,0.000028961329,0.000047596284,0.00045945324],"genre_scores_gemma":[0.9977015,0.0011151483,0.00079536706,0.000021736927,0.000053872656,0.000003823461,0.000033810527,0.000017676099,0.00025703854],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988512,0.000048870508,0.0006047112,0.00011391696,0.00027116624,0.00011013609],"domain_scores_gemma":[0.99844694,0.0001283589,0.00030323313,0.00014047598,0.0009125866,0.000068387446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003387641,0.00011001288,0.0002519768,0.000095624,0.000053870965,0.000032268275,0.000063169435,0.00009634721,0.000027836659],"category_scores_gemma":[0.00048731765,0.000112319976,0.00007436106,0.00022057467,0.000031693573,0.00026470987,0.00001944449,0.00009320281,1.7152685e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062362244,0.000010189575,0.0027207253,0.0019402636,0.0000491331,0.0000055679025,0.0016757168,0.04656746,0.93431395,0.0058201537,0.0018183377,0.0044548935],"study_design_scores_gemma":[0.0016959807,0.00011668799,0.0043438016,0.00049505,0.00013122146,0.000020237088,0.0002735293,0.47973716,0.49401492,0.0002800529,0.018700399,0.00019096663],"about_ca_topic_score_codex":0.0000011515126,"about_ca_topic_score_gemma":0.000009352612,"teacher_disagreement_score":0.44029903,"about_ca_system_score_codex":0.00005018374,"about_ca_system_score_gemma":0.00006657416,"threshold_uncertainty_score":0.45802757},"labels":[],"label_agreement":null},{"id":"W4200514894","doi":"10.1177/13694332211056111","title":"Numerical investigation on early age performance of ultra-high-performance concrete shear keys between an adjacent prestressed concrete box beams","year":2021,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Precast concrete; Structural engineering; Cracking; Shear (geology); Materials science; Shrinkage; Prestressed concrete; Joint (building); Ultimate tensile strength; Finite element method; Beam (structure); Geotechnical engineering; Composite material; Engineering","score_opus":0.010131320600205853,"score_gpt":0.22084783762475677,"score_spread":0.2107165170245509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200514894","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99768186,0.0006046541,0.00043357012,0.000011092283,0.00058391335,0.00020659043,0.000030944168,0.0002524532,0.00019489785],"genre_scores_gemma":[0.9962578,0.00038444574,0.0030503985,0.000019235493,0.0001234049,0.000022083805,0.000086260436,0.00004844689,0.00000792917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99821955,0.000042462365,0.0005710821,0.00038544065,0.0003481549,0.00043329474],"domain_scores_gemma":[0.99906987,0.0001688727,0.00007466839,0.00043049682,0.000069703674,0.0001863826],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012191684,0.00033735315,0.0004915293,0.00010315827,0.000050236074,0.000036332396,0.0002566455,0.00013072063,0.000036840156],"category_scores_gemma":[0.00009789589,0.00034446066,0.000060486625,0.00043442578,0.00008550307,0.0008627725,0.000031493917,0.00046473133,0.0000044221497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005292852,8.296769e-7,0.051603496,0.0006430427,0.00001786724,0.00001583896,0.00047110484,0.8303882,0.109130085,0.00019983643,0.0000016792379,0.007475074],"study_design_scores_gemma":[0.0006835837,0.0002388947,0.2141855,0.00034032666,0.000014576548,0.0000068019112,0.000029406656,0.22990681,0.5539195,0.000019702255,0.0001909285,0.0004639585],"about_ca_topic_score_codex":0.00002170053,"about_ca_topic_score_gemma":0.000002031752,"teacher_disagreement_score":0.6004814,"about_ca_system_score_codex":0.00010508987,"about_ca_system_score_gemma":0.000029266459,"threshold_uncertainty_score":0.99990076},"labels":[],"label_agreement":null},{"id":"W4205293708","doi":"10.1002/9780470099766.index","title":"Index","year":2006,"lang":"en","type":"paratext","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Index (typography); Computer science; Information retrieval; World Wide Web","score_opus":0.007953912046484903,"score_gpt":0.2112120037273122,"score_spread":0.20325809168082729,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205293708","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00056713074,0.00078649324,0.008044094,0.000012282351,0.0026970513,0.0000822338,0.000031926116,0.00026892676,0.98750985],"genre_scores_gemma":[0.12323645,0.000106217136,0.0000653442,0.00007178412,0.0003450284,0.0000133271205,0.00018206464,0.000044905293,0.8759349],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994825,0.0000061981123,0.00015184193,0.00012968144,0.00008733303,0.00014242563],"domain_scores_gemma":[0.99965245,0.00002101355,0.000009630782,0.0002558347,0.00001769258,0.00004338189],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00002727502,0.00015834536,0.00018353613,0.00005073103,0.000013285291,0.000024920457,0.0001044824,0.00023915689,0.032800373],"category_scores_gemma":[0.0000030655765,0.00014326593,0.00007423825,0.000069245434,0.000013233811,0.000019228815,0.000022369451,0.00022753651,0.021265956],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[5.7165136e-7,0.00000117519,0.000015370459,0.000060090566,0.0000024790218,5.4663565e-7,0.0000023497955,0.0016886797,0.00008691454,0.000010957525,0.9963511,0.0017797477],"study_design_scores_gemma":[0.000063518026,0.0000027742901,0.00012806083,0.000011850723,0.0000028512802,8.727387e-7,0.0000018794595,0.005965193,0.00031052038,0.000011640089,0.9933097,0.00019117982],"about_ca_topic_score_codex":0.00006364925,"about_ca_topic_score_gemma":0.000046075995,"teacher_disagreement_score":0.12266932,"about_ca_system_score_codex":0.00005002883,"about_ca_system_score_gemma":0.000015800977,"threshold_uncertainty_score":0.9794961},"labels":[],"label_agreement":null},{"id":"W4205776826","doi":"10.1002/9780470277270.ch13","title":"Cathodic Protection","year":2008,"lang":"en","type":"other","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Cathodic protection; Anode; Galvanic anode; Materials science; Forensic engineering; Engineering; Chemistry","score_opus":0.01572739481372357,"score_gpt":0.1929797015199629,"score_spread":0.17725230670623934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205776826","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000021333199,0.00040297158,0.012359853,0.0000067418514,0.00043978906,0.00019212803,0.0000037161483,0.001980053,0.9845934],"genre_scores_gemma":[0.0029511224,0.00027991482,0.0003662577,0.000015887628,0.00014873823,0.000030430623,0.0000050844474,0.00023869706,0.9959639],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.999721,0.000005990909,0.000057916535,0.00008956382,0.000053321946,0.00007223345],"domain_scores_gemma":[0.9997816,0.0000026346563,0.000008065868,0.00017308995,0.0000037493069,0.000030831085],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000015249998,0.00009395902,0.00009558899,0.000061443134,0.000008586314,0.000004100167,0.00003936702,0.00014368194,0.008659062],"category_scores_gemma":[0.000005984948,0.000083708524,0.000034428478,0.000049008257,0.000011485901,0.0000063685166,0.0000066521275,0.00009996527,0.0006864933],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[3.944404e-7,0.0000012760453,0.000005566002,0.000055293636,0.0000017921013,0.0000014123164,0.000011684126,0.000006622681,0.00043349556,0.00001197112,0.9903972,0.009073293],"study_design_scores_gemma":[0.00004410349,0.0000039310835,0.000016995207,0.000016261925,0.0000019632269,0.0000056290546,0.0000017387608,0.0008823474,0.00026273826,0.0000032579103,0.99865276,0.00010825168],"about_ca_topic_score_codex":0.00011450571,"about_ca_topic_score_gemma":0.00010579693,"teacher_disagreement_score":0.011993595,"about_ca_system_score_codex":0.000024426965,"about_ca_system_score_gemma":0.000006676363,"threshold_uncertainty_score":0.99224716},"labels":[],"label_agreement":null},{"id":"W4206464191","doi":"10.1139/cjce-2021-0256","title":"Semi-quantitative seismic risk screening tool for existing buildings in Canada","year":2022,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"Sponsored Research and Industrial Consultancy; National Research Council Canada","keywords":"Seismic risk; Risk assessment; Ranking (information retrieval); Engineering; Risk analysis (engineering); Civil engineering; Forensic engineering; Construction engineering; Computer science; Computer security; Business","score_opus":0.016046998170600228,"score_gpt":0.20198060745116483,"score_spread":0.1859336092805646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206464191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.790129,0.0012499269,0.20677525,0.000069236754,0.0011871248,0.00017536942,0.0001580625,0.00002839835,0.0002276227],"genre_scores_gemma":[0.9974459,0.000009196383,0.0023666357,0.00004772308,0.000058945938,0.000015351108,0.0000033109454,0.000040859803,0.000012088122],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879324,0.000026015408,0.00046615602,0.00011431897,0.00017490145,0.00042533423],"domain_scores_gemma":[0.99909824,0.00031041758,0.000096261094,0.00011305591,0.00007317794,0.00030887206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006025754,0.00015381355,0.00027109112,0.0003424589,0.00013669935,0.00003046178,0.00023153391,0.000026335627,0.0001479135],"category_scores_gemma":[0.0005129738,0.00019081697,0.00008872359,0.00033621237,0.000009048779,0.0001283906,0.000018020444,0.0005726065,2.1645084e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073608912,6.6485984e-7,0.007487404,0.000045545585,0.000016382724,0.00006823598,0.0004008482,0.9889828,0.0005316167,0.000057588288,0.0010411897,0.0013603766],"study_design_scores_gemma":[0.0005424422,0.000049003254,0.0051146597,0.000105051164,0.000018136172,0.000092479786,0.0009775053,0.9557503,0.00019276104,0.000044049844,0.036809918,0.00030371468],"about_ca_topic_score_codex":0.37304294,"about_ca_topic_score_gemma":0.9715396,"teacher_disagreement_score":0.5984967,"about_ca_system_score_codex":0.0017470082,"about_ca_system_score_gemma":0.0012926223,"threshold_uncertainty_score":0.778129},"labels":[],"label_agreement":null},{"id":"W4206813820","doi":"10.1617/s11527-021-01867-8","title":"M&amp;S highlight—Andrade et al. (1993), Cover cracking as a function of bar corrosion: Part I—experimental test","year":2022,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Bar (unit); Cracking; Solid mechanics; Cover (algebra); Corrosion; Materials science; Function (biology); Metallurgy; Forensic engineering; Composite material; Engineering; Physics; Mechanical engineering; Biology; Meteorology","score_opus":0.012544054350469675,"score_gpt":0.2359034397151876,"score_spread":0.22335938536471792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206813820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966627,0.0004938923,0.00006133659,0.0001505457,0.0018069682,0.00014177864,0.00020152912,0.000098408964,0.00038284814],"genre_scores_gemma":[0.9990731,0.000047431688,0.0000474332,0.00058646017,0.000051880514,0.000024792173,0.00006582241,0.000019963061,0.00008313008],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916553,0.000060608956,0.0002551401,0.00019085484,0.00018669348,0.00014115302],"domain_scores_gemma":[0.999648,0.000056771674,0.000051657855,0.00017441568,0.000014803755,0.00005435],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014124622,0.0001474595,0.00022876944,0.000037156675,0.0001455785,0.00006008877,0.00007193003,0.00003793371,0.008322023],"category_scores_gemma":[0.000027644617,0.00013106408,0.00003710396,0.000052922926,0.000037484304,0.00007491573,0.00010995344,0.00008187328,0.000007556576],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000091562964,0.000010146017,0.000327036,0.000034507266,0.0000046815394,0.0000021535843,0.0002528318,0.00035549141,0.98819095,0.0006478388,0.009955399,0.00012738569],"study_design_scores_gemma":[0.0007310656,0.00026518115,0.011759505,0.00001959394,0.000022085538,0.00005265223,0.00022004194,0.0001279211,0.691283,0.00063115405,0.29457852,0.0003092666],"about_ca_topic_score_codex":0.000034603356,"about_ca_topic_score_gemma":0.000002327582,"teacher_disagreement_score":0.29690796,"about_ca_system_score_codex":0.000031959902,"about_ca_system_score_gemma":0.000011842691,"threshold_uncertainty_score":0.9925845},"labels":[],"label_agreement":null},{"id":"W4210245075","doi":"10.1002/suco.202100254","title":"Nonlinear finite element modeling of the impact of reinforcement corrosion on bridge piers under concentric loads","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"National Research Council Canada","keywords":"Corrosion; Spall; Materials science; Structural engineering; Cracking; Finite element method; Serviceability (structure); Pier; Ductility (Earth science); Concrete cover; Reinforcement; Composite material; Engineering; Creep","score_opus":0.01925220443330886,"score_gpt":0.2561632994568665,"score_spread":0.23691109502355764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210245075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969707,0.000120925884,0.0012806549,0.000026879732,0.0005362573,0.00039322535,0.00020210394,0.00005238063,0.00041684552],"genre_scores_gemma":[0.9997333,0.000016437058,0.000051236188,0.00006575448,0.000028096867,0.000010343807,0.00004298988,0.000020814101,0.000031024447],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985041,0.00007813177,0.0005060022,0.00019018997,0.00044761787,0.0002739299],"domain_scores_gemma":[0.9991588,0.00009236065,0.00013655773,0.0004557026,0.000079006175,0.000077555895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018072993,0.00020723876,0.0002923303,0.000057251847,0.0001456721,0.000010663804,0.0003091401,0.00004087328,0.00076700957],"category_scores_gemma":[0.0000461561,0.00014847022,0.00029094119,0.00032086959,0.000070779315,0.000054084576,0.00020326793,0.00030834044,0.0000016541021],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001405184,3.2515018e-7,0.0013578134,0.000032488515,0.000022145354,6.016753e-7,0.00032036612,0.9509733,0.046601854,0.00016626983,0.000116172254,0.00026818953],"study_design_scores_gemma":[0.00077827374,0.00029390093,0.0012747181,0.000023142891,0.00002203779,0.0000031168454,0.00015874757,0.97919255,0.017951045,0.00006956194,0.00006309993,0.00016979843],"about_ca_topic_score_codex":0.00018404837,"about_ca_topic_score_gemma":0.0000018709826,"teacher_disagreement_score":0.02865081,"about_ca_system_score_codex":0.00037114738,"about_ca_system_score_gemma":0.000080555474,"threshold_uncertainty_score":0.8398217},"labels":[],"label_agreement":null},{"id":"W4210333937","doi":"10.1002/suco.202100265","title":"Transfer length of corroded wires in prestressed concrete members","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Consejo Superior de Investigaciones Científicas; European Commission","keywords":"Corrosion; Prestressed concrete; Bond; Structural engineering; Materials science; Transfer (computing); Bond length; Action (physics); Composite number; Composite material; Forensic engineering; Engineering; Computer science; Physics; Chemistry; Crystallography","score_opus":0.009246772734155745,"score_gpt":0.20924835519574345,"score_spread":0.2000015824615877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210333937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960948,0.00050173304,0.000014170775,0.00006308456,0.00067793246,0.00036854684,0.00021494976,0.00020878774,0.0018559507],"genre_scores_gemma":[0.99956465,0.000025807774,0.00009353792,0.00008144542,0.000029106952,0.000047224577,0.00004770402,0.00003722824,0.00007329106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99829376,0.0001554097,0.00051999645,0.00030819955,0.00035498143,0.00036766936],"domain_scores_gemma":[0.9992852,0.000138549,0.000038047303,0.00038847505,0.000040911782,0.00010880042],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019969714,0.00025337862,0.00043855316,0.00012595518,0.00009368429,0.000016765034,0.0002855041,0.00007118159,0.0023618618],"category_scores_gemma":[0.000051755113,0.0002589608,0.00014357534,0.0003527342,0.00013619324,0.00017855874,0.00009016106,0.00044921343,0.000002530439],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004481173,2.2114016e-7,0.0057415515,0.0002895379,0.00006274252,0.00006016967,0.003383493,0.009896169,0.9750809,0.0021049846,0.0006809807,0.0022511373],"study_design_scores_gemma":[0.0098383995,0.00076611334,0.020316422,0.00011872367,0.00014593643,0.00013775789,0.0044651716,0.44011202,0.50583625,0.0006787936,0.015159929,0.0024245232],"about_ca_topic_score_codex":0.00023959261,"about_ca_topic_score_gemma":0.000039152605,"teacher_disagreement_score":0.4692447,"about_ca_system_score_codex":0.00012195196,"about_ca_system_score_gemma":0.00004963022,"threshold_uncertainty_score":0.9999863},"labels":[],"label_agreement":null},{"id":"W4220684742","doi":"10.1007/s40799-022-00562-9","title":"Performance of Rock Pins Galvanized Layers Assessed with Non-Destructive Method","year":2022,"lang":"en","type":"article","venue":"Experimental Techniques","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Galvanization; Corrosion; Leaching (pedology); Context (archaeology); Materials science; Metallurgy; Geotechnical engineering; Service life; Layer (electronics); Structural engineering; Environmental science; Composite material; Geology; Engineering; Soil science; Soil water","score_opus":0.007884943871694394,"score_gpt":0.2578560121833996,"score_spread":0.2499710683117052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220684742","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9831705,0.00008463626,0.009243558,0.0000074225613,0.00007761827,0.00035724993,0.000012719469,0.0005719992,0.006474316],"genre_scores_gemma":[0.96670216,0.000009359867,0.032908093,0.000026325039,0.000012357751,0.00027323846,0.0000068295544,0.000030292485,0.0000313378],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99924445,0.00004400086,0.00018163775,0.00017473708,0.00020768474,0.00014749514],"domain_scores_gemma":[0.99961823,0.000028844943,0.0000442644,0.0002388219,0.000025801814,0.000044061475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013573974,0.00014502919,0.00021177389,0.000073810974,0.00009152319,0.000008597295,0.00016826764,0.00003068834,0.00044515292],"category_scores_gemma":[0.000003499975,0.00013759501,0.000051989216,0.00020587174,0.000025804165,0.000119617645,0.00010663695,0.00017058697,0.0000015288315],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011988552,0.000042077118,0.00059247186,0.000026431006,0.000012284781,0.0000021386104,0.00059679337,0.0006523503,0.9966979,0.000052652467,0.00030126979,0.00090372923],"study_design_scores_gemma":[0.00028365414,0.0005294139,0.00053124584,0.000014466033,0.0000052304545,0.000012276586,0.0009905283,0.018967852,0.9776493,0.000009100895,0.0008322963,0.00017466312],"about_ca_topic_score_codex":0.00002470677,"about_ca_topic_score_gemma":5.2873554e-7,"teacher_disagreement_score":0.023664534,"about_ca_system_score_codex":0.00019385989,"about_ca_system_score_gemma":0.000023269671,"threshold_uncertainty_score":0.5610962},"labels":[],"label_agreement":null},{"id":"W4220687333","doi":"10.1016/j.cscm.2022.e01000","title":"A case study for exploring the alkali-aggregate reactivity of Cyprus aggregates","year":2022,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Durability; Aggregate (composite); Mortar; Carbonate; Reactivity (psychology); Cement; Alkali metal; Alkali–aggregate reaction; Alkali–silica reaction; Environmental science; Geology; Materials science; Chemistry; Composite material; Metallurgy; Organic chemistry","score_opus":0.1079872879090503,"score_gpt":0.3139398742440068,"score_spread":0.20595258633495653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220687333","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940365,0.00039431325,0.000037947328,0.000022878068,0.004183922,0.0010087278,0.00018475903,0.000107629305,0.000023323286],"genre_scores_gemma":[0.9982566,0.000087250744,0.00016603935,0.0000074460067,0.00007656654,0.0013777928,0.0000021456863,0.000020028878,0.0000061317855],"study_design_codex":"bench_or_experimental","study_design_gemma":"qualitative","domain_scores_codex":[0.99870074,0.00025278307,0.000501477,0.00023096963,0.00012238158,0.00019164692],"domain_scores_gemma":[0.99889773,0.0005291533,0.00012190263,0.00034053373,0.0000844968,0.000026192467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010049533,0.00016913706,0.00040848198,0.00010399684,0.00034860816,0.000021677877,0.00008607251,0.000019317951,0.00008114579],"category_scores_gemma":[0.00028273396,0.00014103283,0.00006170946,0.00024033469,0.00020716018,0.00012578757,0.00020952971,0.00011107885,6.410794e-7],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018860603,0.0006395562,0.012785812,0.0037510623,0.0015941976,0.07100896,0.1310807,0.011413158,0.49818698,0.0016954393,0.0011377241,0.26482037],"study_design_scores_gemma":[0.003849608,0.0005971451,0.00020902106,0.000097642245,0.0002635631,0.1426671,0.61094093,0.00093526463,0.23653954,0.0010074197,0.0020856583,0.0008070855],"about_ca_topic_score_codex":0.00018975098,"about_ca_topic_score_gemma":0.00014509706,"teacher_disagreement_score":0.47986025,"about_ca_system_score_codex":0.00015281477,"about_ca_system_score_gemma":0.000016503043,"threshold_uncertainty_score":0.5751152},"labels":[],"label_agreement":null},{"id":"W4220726042","doi":"10.3390/cmd3010009","title":"The Influence of CaCl2-Blended Acrylic Polymer on Steel Rebar Corrosion and Acid Attack Resistance of Mortar","year":2022,"lang":"en","type":"article","venue":"Corrosion and Materials Degradation","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Rebar; Corrosion; Materials science; Mortar; Lepidocrocite; Composite material; Cement; Chloride; Concrete cover; Akaganéite; Metallurgy; Goethite; Chemistry","score_opus":0.013171509529890265,"score_gpt":0.2281323549282527,"score_spread":0.21496084539836244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220726042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99795693,0.00081293046,0.00011466238,0.00009643971,0.0004727289,0.00029225944,0.00013128838,0.000055761127,0.000066973844],"genre_scores_gemma":[0.9987681,0.00072625204,0.000045285684,0.000050076505,0.000012227808,0.000037827234,0.000039869486,0.000018222745,0.00030213175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99876964,0.00013405444,0.00045399118,0.00022065603,0.00026764494,0.00015398927],"domain_scores_gemma":[0.999245,0.00012597755,0.00016853333,0.0003381163,0.00006322982,0.00005916612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000413869,0.00015484847,0.00025130712,0.00006393994,0.0002582785,0.000032607935,0.0001326781,0.000054193886,0.000076207274],"category_scores_gemma":[0.00008088771,0.00012478254,0.000029861292,0.00014739935,0.00010665961,0.000111366084,0.00012069275,0.000096609554,0.0000016179129],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002994202,0.000012877609,0.00030525995,0.00011890859,0.0000013279151,5.923314e-7,0.00016910168,0.0001709736,0.997071,0.00067967875,0.00043785558,0.000732961],"study_design_scores_gemma":[0.0005672622,0.00015217793,0.018662818,0.00008771743,0.000020553953,0.000005170918,0.00026011874,0.00038677233,0.9772251,0.00008872318,0.0023742886,0.00016930034],"about_ca_topic_score_codex":0.000020321935,"about_ca_topic_score_gemma":0.000035617955,"teacher_disagreement_score":0.019845946,"about_ca_system_score_codex":0.00004049158,"about_ca_system_score_gemma":0.000022822322,"threshold_uncertainty_score":0.5088484},"labels":[],"label_agreement":null},{"id":"W4220828649","doi":"10.1063/5.0076320","title":"Beyond the chloride threshold concept for predicting corrosion of steel in concrete","year":2022,"lang":"en","type":"article","venue":"Applied Physics Reviews","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":125,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"H2020 European Research Council; Natural Sciences and Engineering Research Council of Canada; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; National Science Foundation","keywords":"Corrosion; Chloride; Reinforced concrete; Moment (physics); Cement; Materials science; Service life; Process (computing); Computer science; Metallurgy; Composite material; Physics","score_opus":0.0242155676498516,"score_gpt":0.24600190144764816,"score_spread":0.22178633379779655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220828649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9102443,0.020520573,0.016743494,0.0001531946,0.002332711,0.012197408,0.00049972854,0.00039645156,0.036912143],"genre_scores_gemma":[0.99810666,0.00034297898,0.00012472393,0.00021718655,0.000094600065,0.0010071512,0.000048206814,0.000027640119,0.000030853753],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99889183,0.00003591163,0.00050213706,0.00019836446,0.00017225662,0.00019949245],"domain_scores_gemma":[0.99916905,0.00023585667,0.00012558806,0.0004146988,0.000020279078,0.000034498513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006420964,0.00015608779,0.00041807958,0.000018246277,0.00011493588,0.000010170224,0.00027126813,0.000027307735,0.000063795414],"category_scores_gemma":[0.000021543752,0.00012421003,0.00014102555,0.0002955983,0.00005259298,0.000039775216,0.00012597506,0.0002725296,0.0000041657026],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033472912,0.000049503884,0.002187394,0.0017935812,0.000032577445,0.0000013595486,0.009175141,0.084258504,0.62650913,0.13436744,0.017051036,0.12423962],"study_design_scores_gemma":[0.0047029303,0.00029032596,0.0005958994,0.00024381006,0.00019348631,0.0000047863773,0.002696976,0.2882078,0.19148315,0.01504268,0.4951746,0.0013635666],"about_ca_topic_score_codex":0.0000045414904,"about_ca_topic_score_gemma":0.000003714576,"teacher_disagreement_score":0.47812355,"about_ca_system_score_codex":0.000068123496,"about_ca_system_score_gemma":0.000019140636,"threshold_uncertainty_score":0.5065138},"labels":[],"label_agreement":null},{"id":"W4223926575","doi":"10.1002/eer2.7","title":"Life‐cycle seismic fragility of a cable‐stayed bridge considering chloride‐induced corrosion","year":2022,"lang":"en","type":"article","venue":"Earthquake Engineering and Resilience","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"National Natural Science Foundation of China","keywords":"Fragility; Pier; OpenSees; Bridge (graph theory); Structural engineering; Service life; Bearing (navigation); Pylon; Incremental Dynamic Analysis; Engineering; Forensic engineering; Seismic analysis; Computer science; Reliability engineering; Finite element method","score_opus":0.010113502552186165,"score_gpt":0.20107106017139378,"score_spread":0.19095755761920763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4223926575","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898228,0.0005378421,0.008178139,0.000066368164,0.00065859524,0.0001959696,0.000029628643,0.00035990798,0.00015076119],"genre_scores_gemma":[0.99959177,0.000053787175,0.00016370321,0.000047370395,0.00003600667,0.000029302735,0.0000046051414,0.000029263903,0.000044203738],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986346,0.000038480157,0.00037353387,0.00032634535,0.00028748595,0.00033957386],"domain_scores_gemma":[0.9990962,0.00017855773,0.000045615197,0.00038689075,0.000034126195,0.00025861687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003793177,0.00021100312,0.0003136437,0.00011570158,0.00018035808,0.000024561787,0.00016939983,0.000058692356,0.00013877157],"category_scores_gemma":[0.00031173043,0.00023295074,0.00007510004,0.00034132772,0.000053865508,0.00010912433,0.0001648712,0.00041496617,0.0000041389403],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038268692,0.000014748226,0.001476699,0.00015355142,0.000005967115,0.00001169087,0.0004896926,0.9530784,0.041357446,0.000030477482,0.00012895929,0.0032141288],"study_design_scores_gemma":[0.00044445146,0.0001250804,0.06127917,0.000043322972,0.000011698983,0.000044523764,0.00018300867,0.9213654,0.013554974,0.000019989451,0.0025944174,0.00033397946],"about_ca_topic_score_codex":0.00010510941,"about_ca_topic_score_gemma":0.000008757261,"teacher_disagreement_score":0.05980247,"about_ca_system_score_codex":0.000051289164,"about_ca_system_score_gemma":0.00006543995,"threshold_uncertainty_score":0.94994557},"labels":[],"label_agreement":null},{"id":"W4225120147","doi":"10.1139/tcsme-2021-0207","title":"Effect of composition and microstructure on the rusting of MS rebars and ultimately their impact on mechanical behavior","year":2022,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Metallurgy; Tempering; Martensite; Ultimate tensile strength; Microstructure; Ferrite (magnet); Intergranular corrosion; Corrosion; Cracking; Rebar; Pitting corrosion; Tensile testing; Composite material","score_opus":0.00739945602998666,"score_gpt":0.21104421722676736,"score_spread":0.2036447611967807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225120147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99533147,0.000047428053,0.003182624,0.000109251036,0.0001643331,0.0005019979,0.0006299981,0.000028270744,0.0000046294736],"genre_scores_gemma":[0.9995757,0.000007273816,0.00030805537,0.000022158367,0.000006833991,0.00005193306,0.0000049113196,0.00002176156,0.0000014089162],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993735,0.00003145418,0.00020098861,0.00011687253,0.00011450358,0.00016269913],"domain_scores_gemma":[0.9991829,0.00046324,0.000037642203,0.00020245677,0.000020666872,0.00009310965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036455705,0.00014340474,0.00023002953,0.00003383286,0.00020409406,0.00000782092,0.0001387195,0.000078652476,0.000034855108],"category_scores_gemma":[0.000025192752,0.000093332485,0.0003479271,0.00014453351,0.000039123326,0.000022612974,0.000010850113,0.00033011808,2.9668508e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000923325,0.000013758344,0.0000131123525,0.0003354088,0.0001035629,2.0800883e-7,0.00040620944,0.14511195,0.8495259,0.0009290902,0.000036134286,0.003432286],"study_design_scores_gemma":[0.00066712376,0.0006576972,0.00056284934,0.00009823308,0.0001765345,0.000021265172,0.00017731804,0.40261838,0.5947334,0.000055180382,0.000051019266,0.00018100246],"about_ca_topic_score_codex":0.00077866926,"about_ca_topic_score_gemma":0.00022350489,"teacher_disagreement_score":0.25750643,"about_ca_system_score_codex":0.00017750071,"about_ca_system_score_gemma":0.000027299304,"threshold_uncertainty_score":0.3805988},"labels":[],"label_agreement":null},{"id":"W4225141522","doi":"10.11159/icsect22.157","title":"A Comparative Study between the Analytical and Experimental Deflection Response of Corroded Simply Supported Reinforced Concrete Beams","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Beirut Arab University","keywords":"Deflection (physics); Structural engineering; Reinforced concrete; Materials science; Computer science; Engineering; Physics; Optics","score_opus":0.011824781690945873,"score_gpt":0.2315123724663845,"score_spread":0.21968759077543865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225141522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989912,0.000085158346,0.0000046147265,0.000036944002,0.00019761334,0.00051554525,0.000046769328,0.000049084167,0.00007309903],"genre_scores_gemma":[0.99979043,0.000005750771,0.00002436479,0.000014412442,0.000014328244,0.00004102902,0.0000041743206,0.000020207666,0.00008533087],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890345,0.000024007624,0.00034777002,0.00022561508,0.00031012707,0.00018904464],"domain_scores_gemma":[0.9995109,0.00016090936,0.00010633069,0.00013758325,0.000009731131,0.0000745863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002465879,0.00022563856,0.0003463253,0.00009937645,0.000288258,0.000024894249,0.00020962956,0.00002675501,0.0000656321],"category_scores_gemma":[0.000022700455,0.0001671694,0.000069176116,0.000202085,0.00018937208,0.00010873146,0.00034585694,0.0002990098,1.484527e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012471107,0.000014458079,0.04115215,0.00012606347,0.0002585708,0.0000017430336,0.006999739,0.048790857,0.90068173,0.00032950545,0.0002575075,0.0001405773],"study_design_scores_gemma":[0.002347965,0.0009967329,0.22933738,0.0000653833,0.00018416443,0.000038902654,0.013189492,0.37232086,0.38063833,0.000019783503,0.0002867132,0.00057428057],"about_ca_topic_score_codex":0.0000125867355,"about_ca_topic_score_gemma":0.0000018290459,"teacher_disagreement_score":0.5200434,"about_ca_system_score_codex":0.00010805054,"about_ca_system_score_gemma":0.000004572368,"threshold_uncertainty_score":0.681697},"labels":[],"label_agreement":null},{"id":"W4226441429","doi":"10.2139/ssrn.4075644","title":"An Integrated Investigation of the Crystalline, Rheological and Physical Properties of Corrosion Products in Cementitious Materials","year":2022,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Cementitious; Rheology; Materials science; Corrosion; Metallurgy; Composite material; Cement","score_opus":0.011711869013763827,"score_gpt":0.1976619254566442,"score_spread":0.18595005644288037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226441429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99910986,0.00031713274,0.00021339254,0.000093732415,0.00009027144,0.00015012956,0.0000051405973,0.000015146468,0.0000051957045],"genre_scores_gemma":[0.9998078,0.0001133385,0.00001553063,0.000008600364,0.000019939947,0.000008748356,0.0000036887548,0.0000069384296,0.000015414467],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99904805,0.00018657942,0.00023500774,0.00008746775,0.00014766598,0.00029522818],"domain_scores_gemma":[0.9997498,0.0000090983685,0.000069975096,0.000102095655,0.000049854876,0.000019208059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070647406,0.00007012014,0.00014164679,0.000043982847,0.00006064379,0.00000927906,0.00012183407,0.000019547624,0.00001834643],"category_scores_gemma":[0.00005047167,0.000046083496,0.00002060234,0.00018205761,0.00007795194,0.00007607144,0.000043960128,0.000482079,9.785766e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057859863,0.000025512401,0.0018298127,0.000028426783,0.0000031278616,1.6494708e-7,0.0004905131,0.0015147591,0.9940095,0.0017135686,0.00000401155,0.00032272298],"study_design_scores_gemma":[0.0010562306,0.0010472252,0.009306944,0.00008394545,0.000030351075,0.00012536594,0.0041961907,0.01684212,0.94473493,0.02230568,0.00005078907,0.00022023288],"about_ca_topic_score_codex":0.00003261693,"about_ca_topic_score_gemma":0.00007850393,"teacher_disagreement_score":0.049274594,"about_ca_system_score_codex":0.00018831439,"about_ca_system_score_gemma":0.00024202453,"threshold_uncertainty_score":0.209442},"labels":[],"label_agreement":null},{"id":"W4229066152","doi":"10.14447/jnmes.v25i1.a05","title":"Sodium Nitrate As a Corrosion Inhibitor of Carbon Steel in Various Concentrations of Hydrochloric Acid Solution","year":2022,"lang":"en","type":"article","venue":"Journal of New Materials for Electrochemical Systems","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Tikrit University","keywords":"Hydrochloric acid; Corrosion; Nitrate; Sodium nitrate; Carbon steel; Carbon fibers; Sodium; Chemistry; Metallurgy; Nuclear chemistry; Inorganic chemistry; Materials science; Organic chemistry; Composite material","score_opus":0.010473656500337424,"score_gpt":0.22091666888341577,"score_spread":0.21044301238307833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229066152","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957959,0.00072883535,0.00176106,0.00003303228,0.0012052144,0.0003819027,0.000024881125,0.000018703824,0.000050447063],"genre_scores_gemma":[0.9996572,0.000030697982,0.000037129044,0.0000061587007,0.00019526899,0.000026187972,0.000011243943,0.000018604549,0.00001747678],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981189,0.00007977707,0.001106894,0.00010877262,0.00035803224,0.00022762793],"domain_scores_gemma":[0.99910766,0.00007510827,0.0004435258,0.000119959026,0.00016360247,0.000090163245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005758074,0.00013239107,0.0005372296,0.000117826734,0.000031062114,0.000017056518,0.00016123663,0.000085093234,0.000031141506],"category_scores_gemma":[0.000119882236,0.00012817007,0.000109322835,0.0002138384,0.000019822877,0.00007157651,0.000030401823,0.00016893615,2.7659644e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005985479,0.00004363947,0.000067521825,0.00023879351,0.00001131509,0.000001688745,0.00023541726,0.00049004174,0.99793875,0.00009308054,0.00026172661,0.000019456682],"study_design_scores_gemma":[0.0012821925,0.0005397948,0.000028337197,0.00009578264,0.00003357604,0.00009021511,0.000116024625,0.0036960205,0.9935331,0.00025237838,0.00022239101,0.000110198205],"about_ca_topic_score_codex":0.00008621687,"about_ca_topic_score_gemma":0.000007616659,"teacher_disagreement_score":0.0044056815,"about_ca_system_score_codex":0.00039792256,"about_ca_system_score_gemma":0.00020808248,"threshold_uncertainty_score":0.5226624},"labels":[],"label_agreement":null},{"id":"W4229490699","doi":"10.32920/ryerson.14663304","title":"Bond of reinforcement in concrete with different types of corroded bars","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Corrosion; Bond strength; Reinforcement; Carbon steel; Composite material; Cement; Silica fume; Metallurgy; Reinforced concrete; Bond; Portland cement; Layer (electronics); Adhesive","score_opus":0.01170485361179338,"score_gpt":0.20941361283121618,"score_spread":0.1977087592194228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229490699","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98507434,0.00031457227,0.004820173,0.000014122824,0.00023176617,0.00030487953,0.000014562101,0.000056125038,0.009169437],"genre_scores_gemma":[0.9990032,0.00013937266,0.0005958577,0.000012456808,0.000007009629,0.000020826183,0.00004917357,0.000018637427,0.00015350466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890167,0.000021114045,0.00051003956,0.00021690325,0.00020942495,0.00014086292],"domain_scores_gemma":[0.9991807,0.000051873223,0.00008393577,0.000533299,0.000095921016,0.0000542876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000098922246,0.00021159311,0.0005968848,0.00008743255,0.000004655331,0.000010346336,0.00014872129,0.00014487337,0.0006483123],"category_scores_gemma":[0.000029304012,0.00016780451,0.00009521435,0.00009114744,0.00005115856,0.000021629707,0.00022526323,0.000271072,8.242572e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069756154,0.00006275069,0.05568021,0.016194433,0.00051110995,0.000056496276,0.006870921,0.67261213,0.23775458,0.003322746,0.0014465416,0.0047905063],"study_design_scores_gemma":[0.0026024063,0.00030255844,0.03804816,0.002526218,0.00015148525,0.000004671397,0.0015048302,0.28862557,0.66479754,0.00010037318,0.0002179924,0.0011182008],"about_ca_topic_score_codex":0.00018905394,"about_ca_topic_score_gemma":0.00020320794,"teacher_disagreement_score":0.42704293,"about_ca_system_score_codex":0.00007167985,"about_ca_system_score_gemma":0.00006452386,"threshold_uncertainty_score":0.7098565},"labels":[],"label_agreement":null},{"id":"W4230964130","doi":"10.32920/ryerson.14652201","title":"Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Cracking; Composite material; Shear (geology); Deflection (physics); Structural engineering; Self-consolidating concrete; Corrosion; Full scale; Flexural strength; Formwork; Beam (structure); Compressive strength; Engineering","score_opus":0.01626077248196895,"score_gpt":0.2508806902517861,"score_spread":0.23461991776981717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230964130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99687505,0.00033867193,0.00019888174,0.000017662785,0.00048110413,0.00034430713,0.000028350287,0.00014042779,0.0015755646],"genre_scores_gemma":[0.992853,0.000267965,0.0066683926,0.00003625696,0.000021558815,0.000013992384,0.000071787865,0.000028116392,0.000038932936],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998388,0.000046007826,0.0006684945,0.0004038889,0.00021739455,0.00027624748],"domain_scores_gemma":[0.99921584,0.00008680953,0.00009829018,0.00040513228,0.00009349401,0.00010045085],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002482895,0.00029248963,0.0005195241,0.00009124593,0.000039119062,0.00006282468,0.00014632259,0.00024743605,0.00042078216],"category_scores_gemma":[0.000024752098,0.00029113426,0.0000716127,0.000118971126,0.00006842692,0.00011453642,0.0005299071,0.0005311349,0.0000030912572],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019248463,0.000014976606,0.56769586,0.008340613,0.000069702095,0.000013303986,0.004466636,0.034354553,0.37786818,0.000049967868,0.00068277586,0.0062509663],"study_design_scores_gemma":[0.0010443589,0.000055532462,0.07708266,0.0006542404,0.00003645954,0.000020825568,0.0010304427,0.89398897,0.025427032,0.000014991906,0.00005697692,0.00058751885],"about_ca_topic_score_codex":0.000053708973,"about_ca_topic_score_gemma":0.0001017327,"teacher_disagreement_score":0.8596344,"about_ca_system_score_codex":0.000119243494,"about_ca_system_score_gemma":0.000067284585,"threshold_uncertainty_score":0.9999541},"labels":[],"label_agreement":null},{"id":"W4231441497","doi":"10.32920/ryerson.14663052.v1","title":"Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Federal Highway Administration","keywords":"Corrosion; Materials science; Prestressed concrete; Reinforcement; Ultimate tensile strength; Passivation; Metallurgy; Chloride; Steel bar; Composite material; Layer (electronics)","score_opus":0.010166646064770262,"score_gpt":0.21445152862974956,"score_spread":0.2042848825649793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231441497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807679,0.00053227064,0.015561306,0.000052485953,0.00082326797,0.00088238326,0.00002384691,0.00085912115,0.0004973908],"genre_scores_gemma":[0.9953958,0.0000744045,0.0042313198,0.000009798419,0.00004522005,0.00012426035,0.000023182603,0.000031034113,0.00006500939],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985771,0.00011768295,0.0005286215,0.00044749063,0.00018976654,0.00013929272],"domain_scores_gemma":[0.9987163,0.00013968466,0.00010313928,0.0006211586,0.0003385947,0.000081145605],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020546243,0.00025490602,0.00040808742,0.0001118211,0.00004633256,0.000048536895,0.00008923598,0.0003466822,0.00018203181],"category_scores_gemma":[0.0006712769,0.00025515567,0.00017280222,0.00013944147,0.00012208207,0.00007823728,0.00017479771,0.0004345595,6.438207e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031723565,0.000022616226,0.0072668702,0.020945644,0.0004011686,0.000009002428,0.0075570964,0.050098322,0.8849397,0.0005649627,0.0021499381,0.025727477],"study_design_scores_gemma":[0.0015314891,0.0004001137,0.14443064,0.0007759346,0.00024966325,0.000034877427,0.0024414444,0.4765812,0.36654648,0.0038904615,0.001573687,0.0015440088],"about_ca_topic_score_codex":0.00029004025,"about_ca_topic_score_gemma":0.00022123092,"teacher_disagreement_score":0.51839316,"about_ca_system_score_codex":0.00006865862,"about_ca_system_score_gemma":0.000060261387,"threshold_uncertainty_score":0.99999005},"labels":[],"label_agreement":null},{"id":"W4232002914","doi":"10.32920/ryerson.14644269","title":"Modeling the Bond Stress at Steel-Concrete Interface for Uncorroded and Corroded Reinforcing Steel","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Artificial Intelligence in Medicine (Canada)","funders":"","keywords":"Spall; Rebar; Materials science; Cracking; Corrosion; Bond strength; Finite element method; Composite material; Structural engineering; Bond; Service life; Layer (electronics); Engineering","score_opus":0.024107968687442208,"score_gpt":0.24412236809463767,"score_spread":0.22001439940719547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232002914","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8339286,0.002397729,0.15786703,0.00018031093,0.0016154547,0.0012388773,0.00014310531,0.00049527414,0.0021336174],"genre_scores_gemma":[0.99459916,0.00032246907,0.0027030983,0.00009961983,0.00012054576,0.00019962993,0.00013900588,0.00010080151,0.0017156921],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99764794,0.00005689903,0.00074456906,0.0007770336,0.00027650138,0.00049704674],"domain_scores_gemma":[0.9978449,0.0004121596,0.00009333975,0.0012283892,0.00023782223,0.00018339677],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005050306,0.0005826958,0.0007079644,0.00007423273,0.00022373773,0.00036174536,0.0004544943,0.00042036307,0.00015161055],"category_scores_gemma":[0.00021552367,0.00046375245,0.00028402463,0.000100582074,0.00007468338,0.00013345182,0.0015298497,0.00079713995,0.0000051620877],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013320464,0.0000022316076,0.00012915827,0.0016503863,0.00008509821,0.0000050129943,0.0022963542,0.9666085,0.02564635,0.0001550294,0.001075194,0.0022134793],"study_design_scores_gemma":[0.00057096937,0.000028143315,0.000015772239,0.00038436078,0.0000942353,0.000012076767,0.0019658469,0.96954095,0.026251135,0.000066401495,0.0005126165,0.0005574609],"about_ca_topic_score_codex":0.00016092535,"about_ca_topic_score_gemma":0.0007218555,"teacher_disagreement_score":0.16067053,"about_ca_system_score_codex":0.00028161335,"about_ca_system_score_gemma":0.000095447234,"threshold_uncertainty_score":0.9997814},"labels":[],"label_agreement":null},{"id":"W4233745514","doi":"10.32920/ryerson.14656110","title":"The effects of corrosion on the performance of reinforced concrete beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Corrosion; Structural engineering; Stiffness; Deflection (physics); Cracking; Beam (structure); Brittleness; Ultimate tensile strength; Failure mode and effects analysis; Flexural strength; Ductility (Earth science); Toughness; Composite material; Ultimate load; Creep; Finite element method; Engineering","score_opus":0.007629044362977018,"score_gpt":0.20156893571138404,"score_spread":0.19393989134840703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233745514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99261624,0.00043716954,0.0005415317,0.00006195174,0.0013900403,0.00054205075,0.0000051419715,0.00008981798,0.0043160617],"genre_scores_gemma":[0.99811393,0.0011333956,0.00005336378,0.000053800395,0.000025893982,0.00004407438,0.000011750482,0.000019982113,0.00054382195],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886495,0.00007108377,0.00042988075,0.00018060833,0.00028613332,0.0001673414],"domain_scores_gemma":[0.99719745,0.0014577368,0.00012280713,0.0010501216,0.0001305555,0.00004131012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038243097,0.00021464535,0.00034733536,0.0000261368,0.00007284483,0.000030680774,0.0004112836,0.00017801633,0.000101008845],"category_scores_gemma":[0.00037177108,0.00011448451,0.00020578816,0.00010222638,0.0001266752,0.000025609326,0.0003468985,0.00051828084,0.0000055708224],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024782596,0.000004116972,0.00064742204,0.008058815,0.000091419875,0.0000033918604,0.0018527993,0.05993383,0.91340256,0.0038979684,0.0034567649,0.008403111],"study_design_scores_gemma":[0.00018008176,0.00011652782,0.00065296283,0.0007374206,0.000024732157,7.9681104e-7,0.00012617506,0.21465817,0.7830114,0.0000066593625,0.0003297429,0.00015534733],"about_ca_topic_score_codex":0.000024786896,"about_ca_topic_score_gemma":0.0000028217473,"teacher_disagreement_score":0.15472434,"about_ca_system_score_codex":0.000041500483,"about_ca_system_score_gemma":0.000052156964,"threshold_uncertainty_score":0.4668543},"labels":[],"label_agreement":null},{"id":"W4236081201","doi":"10.32920/ryerson.14652201.v1","title":"Performance of full scale self consolidating concrete structural elements in shear, bond and under corrosion attack","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Cracking; Composite material; Shear (geology); Deflection (physics); Structural engineering; Self-consolidating concrete; Corrosion; Full scale; Formwork; Flexural strength; Beam (structure); Compressive strength; Engineering","score_opus":0.01626077248196895,"score_gpt":0.2508806902517861,"score_spread":0.23461991776981717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4236081201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99687505,0.00033867193,0.00019888174,0.000017662785,0.00048110413,0.00034430713,0.000028350287,0.00014042779,0.0015755646],"genre_scores_gemma":[0.992853,0.000267965,0.0066683926,0.00003625696,0.000021558815,0.000013992384,0.000071787865,0.000028116392,0.000038932936],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998388,0.000046007826,0.0006684945,0.0004038889,0.00021739455,0.00027624748],"domain_scores_gemma":[0.99921584,0.00008680953,0.00009829018,0.00040513228,0.00009349401,0.00010045085],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002482895,0.00029248963,0.0005195241,0.00009124593,0.000039119062,0.00006282468,0.00014632259,0.00024743605,0.00042078216],"category_scores_gemma":[0.000024752098,0.00029113426,0.0000716127,0.000118971126,0.00006842692,0.00011453642,0.0005299071,0.0005311349,0.0000030912572],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019248463,0.000014976606,0.56769586,0.008340613,0.000069702095,0.000013303986,0.004466636,0.034354553,0.37786818,0.000049967868,0.00068277586,0.0062509663],"study_design_scores_gemma":[0.0010443589,0.000055532462,0.07708266,0.0006542404,0.00003645954,0.000020825568,0.0010304427,0.89398897,0.025427032,0.000014991906,0.00005697692,0.00058751885],"about_ca_topic_score_codex":0.000053708973,"about_ca_topic_score_gemma":0.0001017327,"teacher_disagreement_score":0.8596344,"about_ca_system_score_codex":0.000119243494,"about_ca_system_score_gemma":0.000067284585,"threshold_uncertainty_score":0.9999541},"labels":[],"label_agreement":null},{"id":"W4237938309","doi":"10.20964/2020.10.40","title":"Corrosion Evolution of a Concrete/Casing Steel in Simulated Formation Water under Different CO2 Partial Pressures","year":2020,"lang":"en","type":"article","venue":"International Journal of Electrochemical Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Casing; Corrosion; Partial pressure; Materials science; Metallurgy; Petroleum engineering; Geology; Chemistry","score_opus":0.012030580750538273,"score_gpt":0.24316203166114303,"score_spread":0.23113145091060475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237938309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9593648,0.000078526995,0.039867546,0.00035153102,0.00020522052,0.000056772253,0.000001601218,0.000015701517,0.000058302998],"genre_scores_gemma":[0.99978715,0.000011702214,0.000073888354,0.000055440883,0.00006395747,5.139401e-7,0.000002237813,0.0000042141137,8.8645737e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99866545,0.000022542634,0.00045828277,0.0000999992,0.00057915726,0.00017456197],"domain_scores_gemma":[0.9993621,0.00006371641,0.00009625659,0.00005042364,0.00032415395,0.000103321065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021898752,0.000081532104,0.00015199014,0.00010434151,0.000020227219,0.00003458134,0.00033553416,0.00004309725,0.000045530625],"category_scores_gemma":[0.000218714,0.000059289767,0.000058254205,0.00017146528,0.00009667741,0.00039504617,0.00005430813,0.00019826775,0.0000015816235],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016615911,0.0000071329755,0.0008608597,0.000009511213,0.000003512997,0.0000018800772,0.00026621227,0.008987156,0.98941994,0.00009291114,0.000013944153,0.00017077735],"study_design_scores_gemma":[0.00039924882,0.00006120988,0.0011425957,0.0000364349,0.0000046479986,0.000012126261,0.000033263354,0.27460986,0.7234411,0.0001765547,0.000031236497,0.000051707342],"about_ca_topic_score_codex":0.0000033886274,"about_ca_topic_score_gemma":0.0000016032157,"teacher_disagreement_score":0.2659788,"about_ca_system_score_codex":0.0003121891,"about_ca_system_score_gemma":0.000040530856,"threshold_uncertainty_score":0.24177665},"labels":[],"label_agreement":null},{"id":"W4238001375","doi":"10.1002/9781118436707.hmse033","title":"Corrosion Monitoring","year":2013,"lang":"en","type":"other","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Corrosion; Corrosion monitoring; Process (computing); Computer science; Process engineering; Engineering; Materials science; Operating system; Metallurgy","score_opus":0.010818806392638785,"score_gpt":0.20982663677816954,"score_spread":0.19900783038553074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238001375","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00013187659,0.00079461205,0.0026631816,0.0000046125156,0.002150284,0.00014417969,0.0000039180863,0.0022296489,0.9918777],"genre_scores_gemma":[0.0072944527,0.00029103688,0.0006260409,0.000008534088,0.0003414668,0.000018856666,0.0000052388373,0.00036963113,0.99104476],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995659,0.0000050307917,0.00009186958,0.00012291792,0.00008517251,0.00012910597],"domain_scores_gemma":[0.99962705,0.000011827721,0.000012294662,0.00027383564,0.000006850182,0.000068120855],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000019223233,0.00015265524,0.00014923746,0.00006748575,0.000008747264,0.000021367663,0.000093194176,0.0001882721,0.024628192],"category_scores_gemma":[0.000005912203,0.0001318359,0.00004556242,0.000046574085,0.000010494861,0.000017440869,0.000025649599,0.0001238729,0.0028688223],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[1.9154243e-7,0.000001176924,0.00019403394,0.00005881997,0.000001638355,5.588502e-7,0.0000060436737,0.0000063195107,0.0020364674,0.000040282113,0.99137866,0.0062758215],"study_design_scores_gemma":[0.000066717694,0.000004042514,0.00008611532,0.0000930393,0.000004711539,7.2972114e-7,0.000011331619,0.0015296434,0.0015168493,0.0000058146616,0.9964722,0.00020879795],"about_ca_topic_score_codex":0.00005927959,"about_ca_topic_score_gemma":0.000008101087,"teacher_disagreement_score":0.02175937,"about_ca_system_score_codex":0.00002804588,"about_ca_system_score_gemma":0.0000035916446,"threshold_uncertainty_score":0.9979076},"labels":[],"label_agreement":null},{"id":"W4238227465","doi":"10.3410/f.1006846.85905","title":"Faculty Opinions recommendation of Microbial iron respiration can protect steel from corrosion.","year":2002,"lang":"en","type":"dataset","venue":"Faculty Opinions – Post-Publication Peer Review of the Biomedical Literature","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Corrosion; Respiration; Metallurgy; Environmental science; Materials science; Biology; Botany","score_opus":0.029912700269019845,"score_gpt":0.2978069958557819,"score_spread":0.2678942955867621,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238227465","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000063597686,0.0011738208,0.00011198361,0.051846158,0.0017784848,0.0020988265,0.94281477,0.00012330257,0.000046276386],"genre_scores_gemma":[0.000051134648,0.00036417588,0.0004756481,0.0017594432,0.00035183335,0.00028751275,0.9962358,0.00004337776,0.00043110742],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99530613,0.0004899888,0.001934517,0.0007141873,0.0011863577,0.00036879946],"domain_scores_gemma":[0.9937034,0.00016673439,0.00099413,0.0017805847,0.003053159,0.00030198824],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0009284466,0.0006366416,0.0010244136,0.00031807658,0.00021734799,0.00014908981,0.0013535902,0.0009380359,0.0013041726],"category_scores_gemma":[0.004273891,0.0004574996,0.00062395097,0.001571112,0.0002496401,0.00029152125,0.00035184668,0.0013242592,0.000067686],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013845605,0.00013106104,0.000003242123,0.004972481,0.000031547002,1.6240757e-7,0.00012313758,0.0000019045383,0.00015053259,0.000015624322,0.9910174,0.0035390612],"study_design_scores_gemma":[0.0006707102,0.00009780151,0.0006100103,0.0073126913,0.00013849814,0.000009362347,0.000015874519,0.00016167402,0.00019584643,0.000008922162,0.9903494,0.00042919122],"about_ca_topic_score_codex":0.00016862532,"about_ca_topic_score_gemma":0.00005914917,"teacher_disagreement_score":0.05342098,"about_ca_system_score_codex":0.00026567403,"about_ca_system_score_gemma":0.0002480068,"threshold_uncertainty_score":0.9997877},"labels":[],"label_agreement":null},{"id":"W4239297234","doi":"10.32920/ryerson.14662926.v1","title":"Analytical modeling of bond stress at steel-concrete interface due to corrosion","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Corrosion; Isotropy; Cylinder; Stiffness; Steel bar; Structural engineering; Composite material; Internal pressure; Anisotropy; Engineering","score_opus":0.025005243984948376,"score_gpt":0.26092982695799144,"score_spread":0.23592458297304306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239297234","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84945345,0.0004183768,0.14364254,0.000068022135,0.00087271706,0.00032614535,0.00009549871,0.00025726695,0.0048659537],"genre_scores_gemma":[0.9964806,0.000050104565,0.0027301228,0.000040608895,0.000049857106,0.000019855644,0.000069558904,0.00005365994,0.0005056532],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99793375,0.00004603336,0.0007302762,0.00062041834,0.00034547612,0.0003240524],"domain_scores_gemma":[0.9983038,0.00011033392,0.000053043947,0.0010236619,0.00022102434,0.00028814244],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022613758,0.00038756107,0.0008070369,0.0001295008,0.000033637323,0.00007340673,0.000367417,0.0003846399,0.0010538335],"category_scores_gemma":[0.00013657854,0.0003838718,0.00028531958,0.00016773866,0.00003328178,0.00005592587,0.00180909,0.00059260626,0.000034032862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007537974,0.0000071002532,0.0004932731,0.0009861304,0.000029515078,0.000028109955,0.00077784207,0.93643963,0.059405614,0.000070906935,0.0010376029,0.0006489118],"study_design_scores_gemma":[0.00016262953,0.000024418187,0.00006656038,0.00048245935,0.000045817524,0.000007649522,0.00037480542,0.9166526,0.08169266,0.000014903308,0.00010051485,0.00037493964],"about_ca_topic_score_codex":0.000111747824,"about_ca_topic_score_gemma":0.00019612319,"teacher_disagreement_score":0.1470271,"about_ca_system_score_codex":0.00028670017,"about_ca_system_score_gemma":0.00006376913,"threshold_uncertainty_score":0.9998613},"labels":[],"label_agreement":null},{"id":"W4239416693","doi":"10.32920/ryerson.14662926","title":"Analytical modeling of bond stress at steel-concrete interface due to corrosion","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Corrosion; Isotropy; Cylinder; Stiffness; Steel bar; Structural engineering; Composite material; Anisotropy; Internal pressure; Engineering","score_opus":0.025005243984948376,"score_gpt":0.26092982695799144,"score_spread":0.23592458297304306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239416693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84945345,0.0004183768,0.14364254,0.000068022135,0.00087271706,0.00032614535,0.00009549871,0.00025726695,0.0048659537],"genre_scores_gemma":[0.9964806,0.000050104565,0.0027301228,0.000040608895,0.000049857106,0.000019855644,0.000069558904,0.00005365994,0.0005056532],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99793375,0.00004603336,0.0007302762,0.00062041834,0.00034547612,0.0003240524],"domain_scores_gemma":[0.9983038,0.00011033392,0.000053043947,0.0010236619,0.00022102434,0.00028814244],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022613758,0.00038756107,0.0008070369,0.0001295008,0.000033637323,0.00007340673,0.000367417,0.0003846399,0.0010538335],"category_scores_gemma":[0.00013657854,0.0003838718,0.00028531958,0.00016773866,0.00003328178,0.00005592587,0.00180909,0.00059260626,0.000034032862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007537974,0.0000071002532,0.0004932731,0.0009861304,0.000029515078,0.000028109955,0.00077784207,0.93643963,0.059405614,0.000070906935,0.0010376029,0.0006489118],"study_design_scores_gemma":[0.00016262953,0.000024418187,0.00006656038,0.00048245935,0.000045817524,0.000007649522,0.00037480542,0.9166526,0.08169266,0.000014903308,0.00010051485,0.00037493964],"about_ca_topic_score_codex":0.000111747824,"about_ca_topic_score_gemma":0.00019612319,"teacher_disagreement_score":0.1470271,"about_ca_system_score_codex":0.00028670017,"about_ca_system_score_gemma":0.00006376913,"threshold_uncertainty_score":0.9998613},"labels":[],"label_agreement":null},{"id":"W4239828492","doi":"10.32920/ryerson.14647455","title":"Analytical modeling of the contact pressure at the steel-concrete interface","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Bar (unit); Steel bar; Structural engineering; Materials science; Reinforced concrete; Interface (matter); Corrosion; Bond; Bond strength; Stress (linguistics); Composite material; Engineering; Layer (electronics); Contact angle; Adhesive; Geology","score_opus":0.023845335999582676,"score_gpt":0.24846172293792865,"score_spread":0.22461638693834596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239828492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97234756,0.002892682,0.008728923,0.00036360405,0.0010973968,0.00057843246,0.000052160554,0.00015782342,0.013781417],"genre_scores_gemma":[0.9979046,0.000059732392,0.00006862055,0.000054016633,0.000042604835,0.000026368003,0.0000073725782,0.000027487358,0.0018092104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862397,0.00012116321,0.0004471254,0.0003279856,0.00028031733,0.00019946283],"domain_scores_gemma":[0.998217,0.00018580195,0.0000567603,0.0013506683,0.00012706347,0.000062710074],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00030868474,0.0002554216,0.00041654668,0.000019449,0.00005726826,0.00006819707,0.00058784697,0.00025207456,0.0014472818],"category_scores_gemma":[0.00013539154,0.00014064457,0.00038627692,0.000090159556,0.00006321151,0.000033070166,0.0016900889,0.00082586944,0.000007298123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035976012,0.0000026113669,0.0006334639,0.00053125323,0.00020617465,0.0000016964519,0.00074996834,0.9823488,0.013618262,0.00022225472,0.0012353092,0.00041423918],"study_design_scores_gemma":[0.00011568981,0.000006414828,0.00016655144,0.0001575708,0.00013310713,0.000003935381,0.0002978833,0.9852194,0.012372541,0.000025756224,0.0013308709,0.00017023912],"about_ca_topic_score_codex":0.00012568102,"about_ca_topic_score_gemma":0.00014292906,"teacher_disagreement_score":0.025557028,"about_ca_system_score_codex":0.00008488233,"about_ca_system_score_gemma":0.0000701705,"threshold_uncertainty_score":0.9994655},"labels":[],"label_agreement":null},{"id":"W4239964528","doi":"10.22215/etd/2010-09371","title":"Numerical investigation of the chemistry of the pore solution in the mill scale crevices of carbon steel rebar","year":2010,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Library and Archives Canada","funders":"","keywords":"Mill; Mill scale; Engineering; Metallurgy; Forensic engineering; Chemistry; Materials science; Mechanical engineering","score_opus":0.007450061280915946,"score_gpt":0.20835559771914955,"score_spread":0.2009055364382336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239964528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99007833,0.00019929612,0.0000044537314,0.00007737763,0.0002654287,0.00028566935,0.000010411696,0.000014175196,0.009064851],"genre_scores_gemma":[0.99959844,0.000016536205,0.00003175588,0.000014043449,0.000022180704,0.000013570552,0.00005083771,0.000011658322,0.00024096649],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989864,0.00006875114,0.00044346822,0.00012360881,0.00029004918,0.000087700726],"domain_scores_gemma":[0.9990635,0.0000744197,0.00022166649,0.0005210444,0.000101456266,0.000017948636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002942649,0.0001344369,0.00023175658,0.000019696305,0.000023221943,0.000004501559,0.0003800055,0.00026188535,0.000044212222],"category_scores_gemma":[0.00012875619,0.00006985988,0.00013974977,0.00026889853,0.000092513925,0.000024945422,0.000020664946,0.00040024644,1.6429432e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001976117,0.000014535336,0.012885909,0.0015307085,0.00000648805,5.122134e-8,0.002920039,0.00020670831,0.9816664,0.000035799374,0.00011166126,0.0006019625],"study_design_scores_gemma":[0.00015494856,0.000009537732,0.21978064,0.00033414975,0.000050180868,0.0000010490991,0.0017103344,0.008402879,0.76916647,0.00015632973,0.00010867892,0.00012480817],"about_ca_topic_score_codex":0.00045283267,"about_ca_topic_score_gemma":0.0010191093,"teacher_disagreement_score":0.21249992,"about_ca_system_score_codex":0.000025920042,"about_ca_system_score_gemma":0.000065917404,"threshold_uncertainty_score":0.28488034},"labels":[],"label_agreement":null},{"id":"W4239974066","doi":"10.1139/cjce-28-3-419","title":"Serviceability reliability of corroded steel bridges","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Structural engineering; Deflection (physics); Corrosion; Engineering; Bridge deck; Finite element method; Slab; Deck; Geotechnical engineering; Forensic engineering; Materials science; Composite material","score_opus":0.008588341187733507,"score_gpt":0.1831123609297151,"score_spread":0.17452401974198162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239974066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892468,0.000755664,0.0070655555,0.00010253495,0.001048169,0.00009886778,0.000020841684,0.000054762673,0.0016067933],"genre_scores_gemma":[0.9995705,0.00004524997,0.00021678358,0.000020228703,0.00009475743,0.0000014752652,0.0000014797723,0.000027889733,0.000021635578],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9987015,0.000024595603,0.00063733617,0.000121075595,0.00017993593,0.00033554938],"domain_scores_gemma":[0.9985216,0.000102139275,0.00008474767,0.0003661471,0.00030225998,0.0006230657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005580507,0.00017769862,0.00038573702,0.00023172464,0.00003151105,0.000023892078,0.00028834594,0.00009894686,0.00046583192],"category_scores_gemma":[0.0004241497,0.00018316618,0.00016926527,0.00032624844,0.00004678699,0.00021028629,0.0000118620455,0.0003248629,0.000004272444],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026536522,0.000019842671,0.1127173,0.00065790705,0.00004163039,0.00011023283,0.0008955782,0.86545116,0.016294332,0.000137633,0.0014546168,0.0021932402],"study_design_scores_gemma":[0.001476385,0.0002268171,0.6223534,0.0005398889,0.000104582985,0.000523708,0.00043334297,0.3209934,0.006926145,0.0002901919,0.04520389,0.00092827936],"about_ca_topic_score_codex":0.0008115563,"about_ca_topic_score_gemma":0.05723993,"teacher_disagreement_score":0.54445773,"about_ca_system_score_codex":0.0002922942,"about_ca_system_score_gemma":0.00026849806,"threshold_uncertainty_score":0.95996296},"labels":[],"label_agreement":null},{"id":"W4240454484","doi":"10.1115/1.862ama_ch10","title":"Structural Health Monitoring of Aeroengines Using Transmissibility and Bond Graph Methodology","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Structural health monitoring; Transmissibility (structural dynamics); Aerospace; Safety monitoring; Systems engineering; Engineering; Field (mathematics); Risk analysis (engineering); Computer science; Condition monitoring; Structural integrity; Construction engineering; Reliability engineering; Structural engineering; Aerospace engineering; Vibration; Business; Vibration isolation","score_opus":0.11456076705380108,"score_gpt":0.3130544546158607,"score_spread":0.1984936875620596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240454484","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.820728,0.0649382,0.059370775,0.00020264045,0.0045323973,0.0012783766,0.00022335385,0.0009496134,0.047776625],"genre_scores_gemma":[0.72517914,0.006333184,0.25152588,0.00008109302,0.00052127475,0.000007722569,0.000063378146,0.0002997319,0.015988583],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9987124,0.000042729604,0.0005474109,0.0003469452,0.00013762293,0.00021288353],"domain_scores_gemma":[0.9991295,0.00020531526,0.000075936325,0.00035985868,0.00007696982,0.00015242159],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031435004,0.00030894243,0.000792613,0.00010890655,0.000044688095,0.00001361395,0.000083025334,0.00024481464,0.00026463345],"category_scores_gemma":[0.000029487348,0.00029268413,0.00017131201,0.000039926,0.000096210824,0.000050362847,0.000039627703,0.00033168754,2.6898408e-7],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003409508,0.000032055446,0.026722783,0.03552181,0.0013548338,0.00010145567,0.0059390883,0.010670561,0.14663912,0.109705046,0.0005268212,0.6624455],"study_design_scores_gemma":[0.01573355,0.0025564593,0.12657373,0.01646732,0.0033912908,0.0023339281,0.0063108085,0.22572829,0.25904575,0.2679321,0.04994806,0.02397876],"about_ca_topic_score_codex":0.00006925909,"about_ca_topic_score_gemma":0.00003978178,"teacher_disagreement_score":0.6384667,"about_ca_system_score_codex":0.00006971937,"about_ca_system_score_gemma":0.000062751955,"threshold_uncertainty_score":0.99995255},"labels":[],"label_agreement":null},{"id":"W4242714925","doi":"10.1051/matecconf/201819905008","title":"Impregnation Technique Provides Corrosion Protection to Grouted Post-Tensioning Tendons","year":2018,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"RTDS Technologies (Canada)","funders":"","keywords":"Grout; Corrosion; Service life; Engineering; Geotechnical engineering; Structural engineering; Bridge (graph theory); Tension (geology); Forensic engineering; Materials science; Composite material; Compression (physics); Mechanical engineering","score_opus":0.0170783487629824,"score_gpt":0.23068759386584134,"score_spread":0.21360924510285895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242714925","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9326174,0.000022145203,0.060186487,0.00022429021,0.0004211492,0.0010807451,0.000017095414,0.0006633655,0.0047673164],"genre_scores_gemma":[0.9986023,0.000007154909,0.0011010137,0.00003071338,0.00004127122,0.00014949373,0.000008127314,0.000013729853,0.00004624999],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99915826,0.000035633268,0.00027816885,0.00018892984,0.00017335566,0.00016567585],"domain_scores_gemma":[0.9991857,0.000034347922,0.000056887257,0.00020621224,0.00044800836,0.000068864494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002142355,0.00013663697,0.00018201345,0.00018227438,0.000083813095,0.000043355034,0.00013499505,0.00010018474,0.00021989697],"category_scores_gemma":[0.00017876274,0.00011721678,0.00004105042,0.00026536165,0.00007828581,0.000135424,0.000050946255,0.00010187134,0.000033992023],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035651632,0.000009127957,0.00060673826,0.00007083162,0.0000021370683,3.5782975e-7,0.00015384801,0.000024510222,0.9839154,0.00044306854,0.00009053957,0.014647794],"study_design_scores_gemma":[0.00016961915,0.00044625276,0.0072189975,0.00028462673,0.000010030719,0.000007457342,0.00025504484,0.018599145,0.969981,0.00029797162,0.0025298896,0.00019997766],"about_ca_topic_score_codex":0.00015182528,"about_ca_topic_score_gemma":0.00021135103,"teacher_disagreement_score":0.06598484,"about_ca_system_score_codex":0.000036020632,"about_ca_system_score_gemma":0.00011784534,"threshold_uncertainty_score":0.47799617},"labels":[],"label_agreement":null},{"id":"W4243298916","doi":"10.32920/ryerson.14653908","title":"Corrosion induced deterioration in prestressed concrete structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Corrosion; Prestressed concrete; Forensic engineering; Reinforced concrete; Materials science; Catastrophic failure; Structural integrity; Structural engineering; Engineering; Metallurgy; Composite material","score_opus":0.02293784632448258,"score_gpt":0.24516328813860777,"score_spread":0.22222544181412518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243298916","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938168,0.00028379657,0.0019217095,0.000032781893,0.0015826005,0.00042795666,0.00001521681,0.00041582677,0.0015032992],"genre_scores_gemma":[0.99868745,0.000089895526,0.0007949872,0.000053678195,0.000063696614,0.000055898847,0.00018459908,0.000037265003,0.000032552],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858624,0.00008709951,0.00046215803,0.00043715272,0.00020077429,0.00022659064],"domain_scores_gemma":[0.9991016,0.000065330656,0.00005477671,0.0006101697,0.00007540998,0.00009272844],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000117789335,0.00031209821,0.00040912503,0.000121579236,0.000024515663,0.00018069778,0.0002102092,0.00050770363,0.00059533294],"category_scores_gemma":[0.000101172336,0.00031226288,0.00010448306,0.00013771062,0.000020461956,0.000101720696,0.00032234727,0.0007369216,0.000006685137],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029248497,0.0000028986037,0.0029191526,0.00051513786,0.000006741622,0.000028528004,0.0006959324,0.008864988,0.9819688,0.00005453631,0.0003063237,0.0046076654],"study_design_scores_gemma":[0.0016128035,0.00007686515,0.11813295,0.00083286106,0.00005342925,0.000011888979,0.0007696336,0.36924395,0.5058074,0.0011683396,0.00038176985,0.0019080837],"about_ca_topic_score_codex":0.00018034871,"about_ca_topic_score_gemma":0.00055502245,"teacher_disagreement_score":0.47616142,"about_ca_system_score_codex":0.00015308474,"about_ca_system_score_gemma":0.000099821555,"threshold_uncertainty_score":0.99993294},"labels":[],"label_agreement":null},{"id":"W4243671463","doi":"10.1002/1528-2716(200004/06)2:2<129::aid-pse32>3.0.co;2-j","title":"Editorial overview","year":2000,"lang":"en","type":"article","venue":"Progress in Structural Engineering and Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Library science; Art history; Engineering; Art; Computer science","score_opus":0.0069576645810247644,"score_gpt":0.2310291626003215,"score_spread":0.22407149801929674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243671463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97930646,0.002287451,0.000004254249,0.000011579794,0.017888147,0.00011287331,0.000015969246,0.0003006876,0.000072584546],"genre_scores_gemma":[0.9949987,0.00035497584,0.00040563027,0.000004969195,0.0041707777,0.00002680475,0.0000071530453,0.00001936709,0.000011606719],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993523,0.000010894667,0.00020464382,0.0001353602,0.000090285735,0.0002065445],"domain_scores_gemma":[0.9997888,0.000017896278,0.000008080955,0.00011679098,0.0000091533975,0.00005926063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009799739,0.00014511454,0.0002011503,0.000036488327,0.000018241433,0.00006512754,0.000069514055,0.00008100565,0.00049170136],"category_scores_gemma":[0.000010573308,0.00012997614,0.00001776119,0.00007250238,0.000023444994,0.00010036161,0.000017534809,0.00007998188,0.000008314924],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033270437,0.000020476988,0.0038140018,0.0043455632,0.000079529986,0.000043587723,0.0017503016,0.018632503,0.12241146,0.0045639533,0.0076448997,0.836361],"study_design_scores_gemma":[0.007140859,0.00029133234,0.14420587,0.0013586311,0.000090837035,0.0002090493,0.000067838286,0.13999821,0.14006433,0.0025570055,0.5594095,0.004606516],"about_ca_topic_score_codex":0.0000064519418,"about_ca_topic_score_gemma":9.685391e-7,"teacher_disagreement_score":0.8317545,"about_ca_system_score_codex":0.000021819369,"about_ca_system_score_gemma":0.0000031885381,"threshold_uncertainty_score":0.5383785},"labels":[],"label_agreement":null},{"id":"W4245263179","doi":"10.1007/978-1-4614-4262-2_10","title":"Corrosion","year":2012,"lang":"en","type":"book-chapter","venue":"Applied Chemistry","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Corrosion; Corrosion prevention; Forensic engineering; Environmental science; Engineering; Business; Metallurgy; Materials science","score_opus":0.009179039800036273,"score_gpt":0.17488834681753268,"score_spread":0.16570930701749642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245263179","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005094178,0.0010984242,0.00015067543,0.0000052059527,0.00021378814,0.00010114389,0.000030097366,0.0005249112,0.9973663],"genre_scores_gemma":[0.55546856,0.000512268,0.0001174872,0.00007055876,0.000791787,0.00003227592,0.00029319667,0.00019722267,0.44251665],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99918157,5.0953025e-7,0.00021674322,0.00022018979,0.00016184153,0.00021915916],"domain_scores_gemma":[0.9992547,0.000028158302,0.00004026057,0.0005037544,0.000017234634,0.00015587716],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00004642179,0.00031239016,0.00026817774,0.000012204126,0.000030023897,0.0000143165025,0.00016123292,0.00051213714,0.006989412],"category_scores_gemma":[0.0000027738417,0.00033794914,0.000104053965,0.0000111359,0.000047910642,0.000015356249,0.00006584811,0.0004582802,0.0008255553],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017040224,0.000006933171,0.000005621382,0.0009015775,0.000019006602,0.0000047972485,0.000060164493,0.000031186693,0.92536265,0.0064876336,0.031856246,0.035247166],"study_design_scores_gemma":[0.00016447848,0.0000015613447,0.0000033058482,0.00005419714,0.000046012643,0.000008039769,0.0000056404942,0.00006945065,0.16742025,0.0015292341,0.8301359,0.00056195824],"about_ca_topic_score_codex":2.1949819e-7,"about_ca_topic_score_gemma":2.1415855e-7,"teacher_disagreement_score":0.79827964,"about_ca_system_score_codex":0.00010534085,"about_ca_system_score_gemma":0.000013810951,"threshold_uncertainty_score":0.99995244},"labels":[],"label_agreement":null},{"id":"W4245579550","doi":"10.32920/ryerson.14647455.v1","title":"Analytical modeling of the contact pressure at the steel-concrete interface","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Materials science; Bar (unit); Steel bar; Structural engineering; Reinforced concrete; Corrosion; Bond strength; Composite material; Interface (matter); Stress (linguistics); Bond; Engineering; Layer (electronics); Contact angle; Adhesive; Geology","score_opus":0.023845335999582676,"score_gpt":0.24846172293792865,"score_spread":0.22461638693834596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245579550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97234756,0.002892682,0.008728923,0.00036360405,0.0010973968,0.00057843246,0.000052160554,0.00015782342,0.013781417],"genre_scores_gemma":[0.9979046,0.000059732392,0.00006862055,0.000054016633,0.000042604835,0.000026368003,0.0000073725782,0.000027487358,0.0018092104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862397,0.00012116321,0.0004471254,0.0003279856,0.00028031733,0.00019946283],"domain_scores_gemma":[0.998217,0.00018580195,0.0000567603,0.0013506683,0.00012706347,0.000062710074],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00030868474,0.0002554216,0.00041654668,0.000019449,0.00005726826,0.00006819707,0.00058784697,0.00025207456,0.0014472818],"category_scores_gemma":[0.00013539154,0.00014064457,0.00038627692,0.000090159556,0.00006321151,0.000033070166,0.0016900889,0.00082586944,0.000007298123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035976012,0.0000026113669,0.0006334639,0.00053125323,0.00020617465,0.0000016964519,0.00074996834,0.9823488,0.013618262,0.00022225472,0.0012353092,0.00041423918],"study_design_scores_gemma":[0.00011568981,0.000006414828,0.00016655144,0.0001575708,0.00013310713,0.000003935381,0.0002978833,0.9852194,0.012372541,0.000025756224,0.0013308709,0.00017023912],"about_ca_topic_score_codex":0.00012568102,"about_ca_topic_score_gemma":0.00014292906,"teacher_disagreement_score":0.025557028,"about_ca_system_score_codex":0.00008488233,"about_ca_system_score_gemma":0.0000701705,"threshold_uncertainty_score":0.9994655},"labels":[],"label_agreement":null},{"id":"W4245730822","doi":"10.5006/1.3281687","title":"Erratum: Effect of Ferrous Ion Oxidation on Corrosion of Active Iron under an Aerated Solution Layer","year":2002,"lang":"en","type":"erratum","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Icon; Ferrous; Citation; Download; Ion; Aeration; Layer (electronics); Chemistry; Computer science; Metallurgy; Materials science; World Wide Web; Nanotechnology","score_opus":0.019978953238840164,"score_gpt":0.2500010953948081,"score_spread":0.23002214215596792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245730822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92111015,0.0014188068,0.010749039,0.000053894197,0.048430175,0.0024789271,0.00031421587,0.0009946466,0.014450163],"genre_scores_gemma":[0.9907872,0.0006545789,0.00003382808,0.000028770819,0.0003601878,0.000050318846,0.0022490714,0.0001603994,0.005675652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9965343,0.00045628904,0.0009469471,0.0007710972,0.00081372407,0.00047762683],"domain_scores_gemma":[0.99760896,0.00022843597,0.0005244656,0.0010984984,0.00033012466,0.00020950311],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.000449201,0.0007969165,0.0011531388,0.00047558648,0.0001494451,0.000038666978,0.00037638372,0.0014531267,0.00035289145],"category_scores_gemma":[0.0001853991,0.0007302241,0.0003294973,0.0005778656,0.00013268183,0.00033541536,0.00010491759,0.0012683363,0.000074915566],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007764014,0.00013805227,0.000057786412,0.00091573637,0.000004322884,0.0000030913334,0.00025747556,0.0042076753,0.830847,0.000017567303,0.15541841,0.0073564653],"study_design_scores_gemma":[0.0030386862,0.0056852647,0.0033813466,0.0031447299,0.00040637815,0.000015917449,0.0001301195,0.15090783,0.82619643,0.00008936167,0.0053838724,0.0016200929],"about_ca_topic_score_codex":0.00007069661,"about_ca_topic_score_gemma":0.000092388276,"teacher_disagreement_score":0.15003455,"about_ca_system_score_codex":0.000577412,"about_ca_system_score_gemma":0.00007033301,"threshold_uncertainty_score":0.9998432},"labels":[],"label_agreement":null},{"id":"W4247543785","doi":"10.32920/ryerson.14663052","title":"Detection, Protection, Repair and Rehabilitation of Corroded Prestressed Concrete Structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"Federal Highway Administration","keywords":"Corrosion; Materials science; Prestressed concrete; Reinforcement; Ultimate tensile strength; Passivation; Metallurgy; Chloride; Steel bar; Composite material; Layer (electronics)","score_opus":0.010166646064770262,"score_gpt":0.21445152862974956,"score_spread":0.2042848825649793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247543785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807679,0.00053227064,0.015561306,0.000052485953,0.00082326797,0.00088238326,0.00002384691,0.00085912115,0.0004973908],"genre_scores_gemma":[0.9953958,0.0000744045,0.0042313198,0.000009798419,0.00004522005,0.00012426035,0.000023182603,0.000031034113,0.00006500939],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985771,0.00011768295,0.0005286215,0.00044749063,0.00018976654,0.00013929272],"domain_scores_gemma":[0.9987163,0.00013968466,0.00010313928,0.0006211586,0.0003385947,0.000081145605],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020546243,0.00025490602,0.00040808742,0.0001118211,0.00004633256,0.000048536895,0.00008923598,0.0003466822,0.00018203181],"category_scores_gemma":[0.0006712769,0.00025515567,0.00017280222,0.00013944147,0.00012208207,0.00007823728,0.00017479771,0.0004345595,6.438207e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031723565,0.000022616226,0.0072668702,0.020945644,0.0004011686,0.000009002428,0.0075570964,0.050098322,0.8849397,0.0005649627,0.0021499381,0.025727477],"study_design_scores_gemma":[0.0015314891,0.0004001137,0.14443064,0.0007759346,0.00024966325,0.000034877427,0.0024414444,0.4765812,0.36654648,0.0038904615,0.001573687,0.0015440088],"about_ca_topic_score_codex":0.00029004025,"about_ca_topic_score_gemma":0.00022123092,"teacher_disagreement_score":0.51839316,"about_ca_system_score_codex":0.00006865862,"about_ca_system_score_gemma":0.000060261387,"threshold_uncertainty_score":0.99999005},"labels":[],"label_agreement":null},{"id":"W4248124634","doi":"10.5204/confproc.dc.4446","title":"Structural Health Monitoring of Intelligent Infrastructure Conference 2017","year":2017,"lang":"en","type":"paratext","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Presentation (obstetrics); Theme (computing); Dissemination; Structural health monitoring; Engineering; Library science; Public relations; Political science; Computer science; Medicine; Telecommunications; World Wide Web","score_opus":0.04876793615478957,"score_gpt":0.3154367690799534,"score_spread":0.2666688329251638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248124634","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2393249,0.025168872,0.018269856,0.00037385785,0.08311026,0.0025538385,0.0017350253,0.00088733446,0.62857604],"genre_scores_gemma":[0.9712995,0.0035283142,0.0008298159,0.0000140762895,0.0004468732,0.000009518731,0.000108440225,0.000046966543,0.023716442],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985631,0.00003088952,0.00053248584,0.00030018648,0.00023930504,0.00033405187],"domain_scores_gemma":[0.998428,0.00004009232,0.0002434442,0.0009562027,0.00014100675,0.00019128021],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00010941501,0.00037902038,0.0007333964,0.00009572839,0.000113242146,0.00008831104,0.00061916263,0.00032174325,0.005201717],"category_scores_gemma":[0.000039953124,0.00032618828,0.00014784375,0.000041169744,0.00010254422,0.0000945567,0.00013779479,0.00061192474,0.00034587856],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036463884,0.000005642121,0.0021054735,0.0039990135,0.0001245315,0.0000037325656,0.0014070832,0.009215055,0.0023535602,0.00022871509,0.8301648,0.15035592],"study_design_scores_gemma":[0.0014560508,0.00045622882,0.046140213,0.004301772,0.00010036822,0.00006703888,0.00140256,0.040935084,0.06196554,0.00082066207,0.8382391,0.004115399],"about_ca_topic_score_codex":0.00017315357,"about_ca_topic_score_gemma":0.000026265576,"teacher_disagreement_score":0.73197466,"about_ca_system_score_codex":0.00017312546,"about_ca_system_score_gemma":0.00023002231,"threshold_uncertainty_score":0.999919},"labels":[],"label_agreement":null},{"id":"W4248160397","doi":"10.32920/ryerson.14653908.v1","title":"Corrosion induced deterioration in prestressed concrete structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Corrosion; Prestressed concrete; Forensic engineering; Reinforced concrete; Materials science; Catastrophic failure; Structural integrity; Structural engineering; Engineering; Metallurgy; Composite material","score_opus":0.02293784632448258,"score_gpt":0.24516328813860777,"score_spread":0.22222544181412518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248160397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938168,0.00028379657,0.0019217095,0.000032781893,0.0015826005,0.00042795666,0.00001521681,0.00041582677,0.0015032992],"genre_scores_gemma":[0.99868745,0.000089895526,0.0007949872,0.000053678195,0.000063696614,0.000055898847,0.00018459908,0.000037265003,0.000032552],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858624,0.00008709951,0.00046215803,0.00043715272,0.00020077429,0.00022659064],"domain_scores_gemma":[0.9991016,0.000065330656,0.00005477671,0.0006101697,0.00007540998,0.00009272844],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000117789335,0.00031209821,0.00040912503,0.000121579236,0.000024515663,0.00018069778,0.0002102092,0.00050770363,0.00059533294],"category_scores_gemma":[0.000101172336,0.00031226288,0.00010448306,0.00013771062,0.000020461956,0.000101720696,0.00032234727,0.0007369216,0.000006685137],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029248497,0.0000028986037,0.0029191526,0.00051513786,0.000006741622,0.000028528004,0.0006959324,0.008864988,0.9819688,0.00005453631,0.0003063237,0.0046076654],"study_design_scores_gemma":[0.0016128035,0.00007686515,0.11813295,0.00083286106,0.00005342925,0.000011888979,0.0007696336,0.36924395,0.5058074,0.0011683396,0.00038176985,0.0019080837],"about_ca_topic_score_codex":0.00018034871,"about_ca_topic_score_gemma":0.00055502245,"teacher_disagreement_score":0.47616142,"about_ca_system_score_codex":0.00015308474,"about_ca_system_score_gemma":0.000099821555,"threshold_uncertainty_score":0.99993294},"labels":[],"label_agreement":null},{"id":"W4248197245","doi":"10.22215/etd/2011-08772","title":"Flexural response of corroded reinforced concrete beams at elevated temperatures","year":2011,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Library and Archives Canada","funders":"","keywords":"Reinforced concrete; Structural engineering; Humanities; Engineering; Art","score_opus":0.011723566950266568,"score_gpt":0.22889771255471045,"score_spread":0.21717414560444387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248197245","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9844237,0.00026327046,0.000021267408,0.0000035950839,0.0012591681,0.00041388144,0.0000625631,0.00054294424,0.013009638],"genre_scores_gemma":[0.90874106,0.00006230738,0.0002251888,0.00003339478,0.000027899443,0.00003147984,0.0012974178,0.00007713567,0.08950409],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836576,0.000084754705,0.0006742943,0.00030980576,0.00027066717,0.0002947441],"domain_scores_gemma":[0.9986939,0.00015392755,0.00013702242,0.0006254845,0.00024837002,0.00014133396],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00029060125,0.0004160429,0.00059818913,0.00017296289,0.00006122997,0.000021532805,0.00026638282,0.00049466605,0.0031325435],"category_scores_gemma":[0.00027752185,0.00037726396,0.00022914927,0.00021657844,0.000048341455,0.00008315821,0.000031354295,0.00035809883,0.00009824963],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034037451,6.306785e-7,0.000040280403,0.00029615904,0.00003591962,0.0000055916526,0.00088928157,0.00008757564,0.9914422,0.00017287087,0.003549645,0.00007612555],"study_design_scores_gemma":[0.00070753664,0.00013682374,0.003363348,0.0001563972,0.0000620355,0.0000064720925,0.00037916252,0.0047916775,0.98861814,0.0000131447405,0.0011727693,0.0005925121],"about_ca_topic_score_codex":0.00008204053,"about_ca_topic_score_gemma":0.00008099539,"teacher_disagreement_score":0.076494455,"about_ca_system_score_codex":0.00010915836,"about_ca_system_score_gemma":0.00008844298,"threshold_uncertainty_score":0.9998679},"labels":[],"label_agreement":null},{"id":"W4248857803","doi":"10.1504/ijstructe.2020.105629","title":"Evaluation of ultimate capacity of corrosion damaged reinforced concrete beam-columns using nonlinear sectional analysis","year":2020,"lang":"en","type":"article","venue":"International Journal of Structural Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"","keywords":"Corrosion; Structural engineering; Beam (structure); Ductility (Earth science); Nonlinear system; Materials science; Reinforcement; Cross section (physics); Reinforced concrete; Concrete cover; Convergence (economics); Ultimate load; Numerical analysis; Stability (learning theory); Composite material; Finite element method; Engineering; Creep; Computer science; Mathematics","score_opus":0.037362026932921975,"score_gpt":0.2719173520751366,"score_spread":0.23455532514221464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248857803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96966904,0.000073044095,0.029251993,0.00002054715,0.00076863955,0.00008504746,0.00007506544,0.00002858406,0.000028029239],"genre_scores_gemma":[0.9933112,0.000009609806,0.0064558513,0.0000102001195,0.00017938891,6.774795e-7,0.000017490764,0.00001458719,9.693757e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977636,0.00003526034,0.0008531069,0.00010557278,0.0011268097,0.00011567791],"domain_scores_gemma":[0.99769706,0.000086869855,0.00035981904,0.00009667055,0.0016500916,0.00010952045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058176933,0.00014999896,0.0003789705,0.00029326463,0.000020036217,0.000022927745,0.00026671618,0.000074159005,0.0002457013],"category_scores_gemma":[0.00053538405,0.00014732376,0.00029690602,0.00038096964,0.00003612634,0.00029835134,0.00004060442,0.00025292946,5.7396653e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033163786,3.507411e-7,0.001405671,0.000023619928,0.00020101549,0.0000011962112,0.00018257956,0.5676358,0.43033245,0.00001259627,0.000002061249,0.00016951599],"study_design_scores_gemma":[0.0006548517,0.000030314097,0.010804274,0.000042790336,0.0003332976,0.000025959152,0.000041367635,0.8445088,0.14343941,0.000006552727,0.000008166427,0.00010420657],"about_ca_topic_score_codex":0.00002531305,"about_ca_topic_score_gemma":0.0000018415165,"teacher_disagreement_score":0.28689304,"about_ca_system_score_codex":0.00021877138,"about_ca_system_score_gemma":0.000066074615,"threshold_uncertainty_score":0.6007689},"labels":[],"label_agreement":null},{"id":"W4249169059","doi":"10.32920/ryerson.14660868","title":"Effect of corrosion on the bond strength of self consolidated lightweight concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"ExxonMobil Research and Engineering Company","keywords":"Materials science; Metakaolin; Corrosion; Aggregate (composite); Composite material; Fly ash; Bond; Structural engineering; Geotechnical engineering; Metallurgy; Engineering","score_opus":0.00823736730430617,"score_gpt":0.2248026236064386,"score_spread":0.21656525630213244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4249169059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98466486,0.00039178832,0.00016998812,0.000052288695,0.0008687437,0.0006531654,0.00010370738,0.00029510152,0.012800358],"genre_scores_gemma":[0.99931055,0.0002203772,0.00015360449,0.000031949257,0.000029893205,0.000033036893,0.00009463979,0.000037357433,0.00008857475],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981976,0.0002758314,0.0006220534,0.0003640986,0.00033098942,0.00020938735],"domain_scores_gemma":[0.99693066,0.0015248314,0.00016449847,0.0011332071,0.00015929215,0.00008748342],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00057975005,0.0003898742,0.0008286983,0.000081950646,0.000032592918,0.000033641085,0.00036692378,0.00036555805,0.0010367299],"category_scores_gemma":[0.00023389848,0.0002458266,0.00032754516,0.00017604651,0.000097831005,0.000026920281,0.00037093658,0.00067126116,0.000012503451],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00076501456,0.00007260171,0.0029470832,0.010917587,0.0004655896,0.000039582752,0.0030408981,0.0018402275,0.9481793,0.0039270064,0.023036085,0.004769035],"study_design_scores_gemma":[0.00044268605,0.00023689737,0.00016164593,0.00052110595,0.000113031885,0.0000020577104,0.000067406334,0.021230664,0.97622436,0.0000120178365,0.00073214853,0.00025595856],"about_ca_topic_score_codex":0.000033472978,"about_ca_topic_score_gemma":0.0000074754767,"teacher_disagreement_score":0.02804509,"about_ca_system_score_codex":0.00006275859,"about_ca_system_score_gemma":0.000074051655,"threshold_uncertainty_score":0.9999994},"labels":[],"label_agreement":null},{"id":"W4251120257","doi":"10.1149/ma2007-02/13/828","title":"Corrosion Behavior of Epoxy Coated Rebar with Scratch in Mortar in the Sea Field","year":2007,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Teck (Canada)","funders":"","keywords":"Epoxy; Rebar; Mortar; Scratch; Materials science; Corrosion; Composite material; Metallurgy","score_opus":0.013168070309933291,"score_gpt":0.24154974579953345,"score_spread":0.22838167548960014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251120257","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9865039,0.00006160408,0.000017919006,0.000076527576,0.00012226384,0.00023074454,0.0000025837078,0.000061011076,0.012923458],"genre_scores_gemma":[0.99964076,0.000006843286,0.00022728367,0.00006713154,0.000019791476,0.0000082878105,0.0000056762847,0.000014262757,0.0000099447925],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99894196,0.00003413666,0.00041916227,0.0001469745,0.0002128283,0.00024496703],"domain_scores_gemma":[0.9991837,0.00042143004,0.00006223833,0.0002507808,0.0000343253,0.000047505306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012717432,0.00012044948,0.00016527326,0.00008553166,0.000026302292,0.00001427092,0.00014482049,0.00010142478,0.00002053559],"category_scores_gemma":[0.00023618499,0.000091008056,0.000027924338,0.0003082436,0.000026290922,0.000057647496,0.000015908101,0.00034281512,0.0000054559378],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000088871384,0.00009587933,0.7062925,0.000091754184,0.0000015562298,0.00019153861,0.0015892868,0.027158804,0.26341543,0.0000028550053,0.00033942415,0.0007320707],"study_design_scores_gemma":[0.00045196756,0.0000740908,0.6534849,0.00022870093,0.000009366095,0.000007826043,0.0006941809,0.0014362835,0.34337088,0.000012192592,0.000078358324,0.00015128218],"about_ca_topic_score_codex":0.0007968662,"about_ca_topic_score_gemma":0.0025792501,"teacher_disagreement_score":0.079955444,"about_ca_system_score_codex":0.00003933447,"about_ca_system_score_gemma":0.000016768348,"threshold_uncertainty_score":0.37112007},"labels":[],"label_agreement":null},{"id":"W4252428438","doi":"10.1007/978-94-017-7309-6_7","title":"Responsibilities","year":2015,"lang":"en","type":"book-chapter","venue":"RILEM state-of-the-art reports","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Quality (philosophy); General partnership; Specifier; Work (physics); Control (management); Product (mathematics); Business; Engineering; Computer science; Finance; Mechanical engineering","score_opus":0.019785342028376555,"score_gpt":0.21730527263254704,"score_spread":0.19751993060417047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252428438","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08073749,0.0033451736,0.00016963262,0.00015137567,0.009632754,0.0017529515,0.00036350437,0.00042917777,0.90341794],"genre_scores_gemma":[0.36806324,0.00008517232,0.000106559426,0.000024388633,0.00009007076,0.000017016022,0.000021068052,0.00012823302,0.63146424],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975461,0.000042062584,0.0011664918,0.00034909823,0.00065895997,0.00023731306],"domain_scores_gemma":[0.99697983,0.000153276,0.0005010743,0.0019291594,0.00032556278,0.000111110865],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00069176895,0.0003575664,0.0006132702,0.000082609506,0.000050915885,0.000013881702,0.0002692412,0.00021809839,0.00045986747],"category_scores_gemma":[0.00031620343,0.00024732784,0.00046727693,0.00007127593,0.0002794311,0.0000575016,0.00025332044,0.00042411295,0.000020487101],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052824145,0.000092331706,0.009963352,0.006250723,0.00068863126,0.0007362869,0.006226802,0.008515995,0.009880439,0.021148123,0.8841965,0.051772542],"study_design_scores_gemma":[0.0001177701,0.000038073314,0.00078970817,0.00044581518,0.000088647335,0.00014704047,0.000014306761,0.00012240588,0.0044456194,0.039367102,0.95402646,0.0003970709],"about_ca_topic_score_codex":0.000020153404,"about_ca_topic_score_gemma":0.00013472658,"teacher_disagreement_score":0.28732577,"about_ca_system_score_codex":0.00017101997,"about_ca_system_score_gemma":0.00034383242,"threshold_uncertainty_score":0.9999979},"labels":[],"label_agreement":null},{"id":"W4252903999","doi":"10.32920/ryerson.14649795","title":"Corrosion Resistance Of High-Performance Composite Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Corrosion; Materials science; Rebar; Composite material; Composite number; Cracking; Deflection (physics); Structural engineering; Engineering","score_opus":0.010212638419979636,"score_gpt":0.20727519757220705,"score_spread":0.19706255915222742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252903999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9766888,0.00093556975,0.013383697,0.000036964153,0.0014397457,0.00019132934,0.000033020944,0.0003428493,0.0069480026],"genre_scores_gemma":[0.993567,0.00059146056,0.00478997,0.000031195552,0.000039510298,0.000017343302,0.00011225289,0.000030755473,0.0008205194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987868,0.000027330247,0.0004505387,0.00031914422,0.000234597,0.00018155866],"domain_scores_gemma":[0.9988586,0.00005661463,0.00007088172,0.00079979235,0.00013972179,0.000074421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001303217,0.00024197607,0.00047117975,0.00005778043,0.000031115218,0.000036710764,0.00026488627,0.00023873706,0.00038272634],"category_scores_gemma":[0.000017574806,0.00023998707,0.00011453516,0.00012928408,0.000050101222,0.000060139046,0.00036192418,0.00044391054,0.0000132069445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023232913,0.00012732216,0.011138346,0.013811596,0.00007155435,0.000023955392,0.0011536679,0.24754936,0.70455474,0.00071189494,0.009112398,0.011512815],"study_design_scores_gemma":[0.00059571635,0.000033094617,0.044488,0.0018372026,0.000064581625,0.0000036011413,0.0000979006,0.08089025,0.8687473,0.00016910746,0.0021243324,0.000948916],"about_ca_topic_score_codex":0.000043323125,"about_ca_topic_score_gemma":0.00007036577,"teacher_disagreement_score":0.1666591,"about_ca_system_score_codex":0.00008802984,"about_ca_system_score_gemma":0.0000431991,"threshold_uncertainty_score":0.9786389},"labels":[],"label_agreement":null},{"id":"W4253420194","doi":"10.22215/etd/2011-08869","title":"A methodology for probabilistic performance-based seismic risk assessment of bridge inventories","year":2011,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge (graph theory); Probabilistic logic; Computer science; Engineering; Artificial intelligence","score_opus":0.0814187853055259,"score_gpt":0.32027500015294585,"score_spread":0.23885621484741995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253420194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8910852,0.00011337062,0.09722897,0.0000040897726,0.0017047166,0.0011010271,0.00012768932,0.00025063043,0.008384312],"genre_scores_gemma":[0.9811124,0.00006550522,0.01679206,0.000012397941,0.00004090192,0.0003667758,0.00062647706,0.000048947415,0.00093451474],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988618,0.00008927465,0.000478266,0.0002448086,0.00012303858,0.00020283036],"domain_scores_gemma":[0.9988019,0.00040713866,0.00015793348,0.00034154323,0.00023145122,0.000060032544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005663057,0.0002482379,0.0005076384,0.00012391568,0.000042060055,0.00001008837,0.00015978521,0.00025963617,0.00025255868],"category_scores_gemma":[0.00027411457,0.00022670621,0.00018781294,0.00010247311,0.000035498324,0.000047672722,0.00000892404,0.0002297571,0.0000029507257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0050836825,0.0009825884,0.14964361,0.1694996,0.0016634307,0.0000059261984,0.014576304,0.17250566,0.042847976,0.01751364,0.016252384,0.4094252],"study_design_scores_gemma":[0.0011816001,0.0005235438,0.11918327,0.00024552713,0.00043015965,8.671142e-7,0.00022952713,0.8384309,0.03407453,0.0022670699,0.002714683,0.0007183428],"about_ca_topic_score_codex":0.00014328911,"about_ca_topic_score_gemma":0.00031224408,"teacher_disagreement_score":0.6659252,"about_ca_system_score_codex":0.00008850546,"about_ca_system_score_gemma":0.00020416133,"threshold_uncertainty_score":0.92448103},"labels":[],"label_agreement":null},{"id":"W4253516939","doi":"10.1149/ma2011-01/15/1114","title":"Effect of Temperature and Thermal Cycling on the Corrosion Performance of Galvanized Steel Relevant to Mechanically Stabilized Earth Walls","year":2011,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Galvanization; Temperature cycling; Cycling; Corrosion; Materials science; Metallurgy; Earth (classical element); Thermal; Composite material; Layer (electronics); Meteorology; Physics","score_opus":0.01174278580355673,"score_gpt":0.21200733140373704,"score_spread":0.2002645456001803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253516939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99476564,0.000054627904,0.0000019427237,0.000024729652,0.00020312655,0.0004171785,0.0000057342013,0.00008672991,0.0044402983],"genre_scores_gemma":[0.9994757,0.000027940154,0.00039701784,0.000026485179,0.000020163541,0.000010235681,0.0000011156079,0.000025543995,0.000015765485],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998798,0.00012697664,0.00043739306,0.00019932378,0.0002285668,0.00020974706],"domain_scores_gemma":[0.9984472,0.00093858124,0.00010726175,0.00034251597,0.00007060432,0.00009386904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015549151,0.00018538421,0.00032089857,0.00004431971,0.00006574428,0.000013487835,0.0001568724,0.00010418821,0.000045318913],"category_scores_gemma":[0.00086565263,0.00011916853,0.00006879083,0.00011556361,0.000036883604,0.000052917134,0.00005526786,0.00028745265,0.000009255617],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049539784,0.000014770453,0.00079878996,0.000212775,0.0000049365553,0.0000011387835,0.0006960311,0.004111036,0.99297535,0.0000062955783,0.000009938444,0.00067352457],"study_design_scores_gemma":[0.00048664518,0.0005900054,0.020097524,0.00044453293,0.000017986464,0.0000016579248,0.000049903174,0.0044404757,0.9737225,0.0000035939047,0.000021420674,0.00012370788],"about_ca_topic_score_codex":0.000015041948,"about_ca_topic_score_gemma":0.000005568526,"teacher_disagreement_score":0.019298734,"about_ca_system_score_codex":0.0000144352,"about_ca_system_score_gemma":0.00001343858,"threshold_uncertainty_score":0.48595515},"labels":[],"label_agreement":null},{"id":"W4253538016","doi":"10.32920/ryerson.14660868.v1","title":"Effect of corrosion on the bond strength of self consolidated lightweight concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"ExxonMobil Research and Engineering Company","keywords":"Metakaolin; Materials science; Corrosion; Aggregate (composite); Fly ash; Composite material; Structural engineering; Metallurgy; Geotechnical engineering; Geology; Engineering","score_opus":0.00823736730430617,"score_gpt":0.2248026236064386,"score_spread":0.21656525630213244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253538016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98466486,0.00039178832,0.00016998812,0.000052288695,0.0008687437,0.0006531654,0.00010370738,0.00029510152,0.012800358],"genre_scores_gemma":[0.99931055,0.0002203772,0.00015360449,0.000031949257,0.000029893205,0.000033036893,0.00009463979,0.000037357433,0.00008857475],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981976,0.0002758314,0.0006220534,0.0003640986,0.00033098942,0.00020938735],"domain_scores_gemma":[0.99693066,0.0015248314,0.00016449847,0.0011332071,0.00015929215,0.00008748342],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00057975005,0.0003898742,0.0008286983,0.000081950646,0.000032592918,0.000033641085,0.00036692378,0.00036555805,0.0010367299],"category_scores_gemma":[0.00023389848,0.0002458266,0.00032754516,0.00017604651,0.000097831005,0.000026920281,0.00037093658,0.00067126116,0.000012503451],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00076501456,0.00007260171,0.0029470832,0.010917587,0.0004655896,0.000039582752,0.0030408981,0.0018402275,0.9481793,0.0039270064,0.023036085,0.004769035],"study_design_scores_gemma":[0.00044268605,0.00023689737,0.00016164593,0.00052110595,0.000113031885,0.0000020577104,0.000067406334,0.021230664,0.97622436,0.0000120178365,0.00073214853,0.00025595856],"about_ca_topic_score_codex":0.000033472978,"about_ca_topic_score_gemma":0.0000074754767,"teacher_disagreement_score":0.02804509,"about_ca_system_score_codex":0.00006275859,"about_ca_system_score_gemma":0.000074051655,"threshold_uncertainty_score":0.9999994},"labels":[],"label_agreement":null},{"id":"W4254034683","doi":"10.1139/cjce-27-6-1240","title":"Dowel bars corrosion in concrete pavement","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Ponding; Corrosion; Sealant; Dowel; Slab; Materials science; Composite material; Chloride; Joint (building); Geotechnical engineering; Metallurgy; Structural engineering; Geology; Engineering","score_opus":0.0061246408931132906,"score_gpt":0.17290168007675208,"score_spread":0.1667770391836388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254034683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9883208,0.0020256354,0.0027348334,0.000107628686,0.0011615461,0.0001267205,0.000013609376,0.000059319762,0.005449854],"genre_scores_gemma":[0.99952424,0.000107118096,0.00013483808,0.000056988738,0.00008268561,0.0000022173365,0.000001544813,0.000027334012,0.00006303174],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989913,0.000012669582,0.00042586695,0.000087780005,0.00013066606,0.00035170064],"domain_scores_gemma":[0.9991926,0.000040466308,0.000025523386,0.00015063006,0.000040588333,0.00055021787],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002649335,0.00015013842,0.00023475807,0.00029379365,0.000026116883,0.000038180817,0.00017444753,0.000075513955,0.002687469],"category_scores_gemma":[0.00004584171,0.00015962892,0.000086824024,0.00023107672,0.000018428676,0.00015324225,0.0000038460967,0.00032018192,0.000023149774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001500913,0.0000022600377,0.0064149154,0.00012500865,0.00001626635,0.0004754089,0.0011418294,0.9586171,0.01969272,0.00013379831,0.0044717398,0.008893976],"study_design_scores_gemma":[0.004086987,0.00031997036,0.060732987,0.0016342113,0.00006154389,0.0006184043,0.00028537962,0.51957834,0.007468877,0.0001632714,0.40331092,0.0017391068],"about_ca_topic_score_codex":0.00043866114,"about_ca_topic_score_gemma":0.032375235,"teacher_disagreement_score":0.43903872,"about_ca_system_score_codex":0.0003174404,"about_ca_system_score_gemma":0.00014802722,"threshold_uncertainty_score":0.9982242},"labels":[],"label_agreement":null},{"id":"W4254273232","doi":"10.32920/ryerson.14652741","title":"Bond Degradation and Residual Flexural Capacity of Corroded RC Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Flexural strength; Structural engineering; Materials science; Residual; Beam (structure); Bond strength; Reinforced concrete; Composite material; Residual strength; Bond; Computer science; Engineering; Layer (electronics); Adhesive","score_opus":0.028258107983730768,"score_gpt":0.22782852423606081,"score_spread":0.19957041625233005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254273232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98997945,0.00035523207,0.0058663576,0.000058723694,0.0005613914,0.00018647892,0.000047347374,0.00018646059,0.0027585726],"genre_scores_gemma":[0.99459887,0.00009479902,0.004821065,0.000020678315,0.00003841657,0.000010415086,0.00016880794,0.000017784349,0.000229149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99904317,0.000033269327,0.00033463235,0.00028177962,0.00017273152,0.00013442508],"domain_scores_gemma":[0.9992908,0.000055678243,0.00004986206,0.00042051228,0.0001045382,0.00007857734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001771175,0.00019195612,0.00034208375,0.00005384865,0.000023422046,0.00004941862,0.000100411526,0.0002338895,0.00019693983],"category_scores_gemma":[0.000100487094,0.00018987076,0.00007418974,0.00006644972,0.00006239378,0.000063546846,0.00023846194,0.0003556101,0.000002388854],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001744976,0.00018085387,0.033032656,0.010948726,0.000348337,0.00003226101,0.008937103,0.022541486,0.8462606,0.0042390553,0.02528129,0.048023157],"study_design_scores_gemma":[0.0018147154,0.00012317074,0.14392345,0.0007540928,0.00028071334,0.00004564594,0.002656682,0.18318264,0.6616481,0.002175836,0.0011812737,0.0022136779],"about_ca_topic_score_codex":0.0002609418,"about_ca_topic_score_gemma":0.00035454083,"teacher_disagreement_score":0.18461248,"about_ca_system_score_codex":0.00005403134,"about_ca_system_score_gemma":0.00004470747,"threshold_uncertainty_score":0.7742705},"labels":[],"label_agreement":null},{"id":"W4254923324","doi":"10.1109/ias.2005.1518345","title":"Comparative corrosion and current burst testing of copper and aluminum electrical power connectors","year":2005,"lang":"en","type":"article","venue":"Fourtieth IAS Annual Meeting. Conference Record of the 2005 Industry Applications Conference, 2005.","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Powertech Labs (Canada)","funders":"","keywords":"Copper; Conductor; Aluminium; Materials science; Electrical conductor; Corrosion; Metallurgy; Current (fluid); Electrical resistance and conductance; Copper wire; Composite material; Electrical engineering; Engineering","score_opus":0.033881483257484614,"score_gpt":0.27068758933750503,"score_spread":0.23680610608002042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254923324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9888142,0.00096477,0.002552317,0.0005877741,0.00024160318,0.0010453219,0.00025785796,0.0001381768,0.0053980025],"genre_scores_gemma":[0.99730265,0.00022775718,0.00201227,0.00003356785,0.00009505317,0.00012030352,0.0000104365145,0.000024515693,0.00017346098],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99768156,0.0001462737,0.00085778785,0.0004695241,0.0003302118,0.000514627],"domain_scores_gemma":[0.99766743,0.0005331373,0.00038660035,0.0005342629,0.00058532483,0.00029323465],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00047712136,0.00039534853,0.00065678114,0.00014019445,0.00020167738,0.000055855417,0.00044308318,0.0003838169,0.00019794951],"category_scores_gemma":[0.00022748126,0.00032472122,0.000088278844,0.0004105546,0.00056541804,0.0001994686,0.00020694373,0.0010353372,0.0000104400515],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049500284,0.00112638,0.233229,0.000794424,0.0002357885,0.0000015995357,0.0077887084,0.003594717,0.1306813,0.018370746,0.03413293,0.5695494],"study_design_scores_gemma":[0.004107689,0.0009782178,0.11959085,0.0028510056,0.00061127363,0.000111135196,0.009036061,0.35527098,0.11124634,0.0023465045,0.39030722,0.0035427492],"about_ca_topic_score_codex":0.00006678803,"about_ca_topic_score_gemma":0.000119128046,"teacher_disagreement_score":0.56600666,"about_ca_system_score_codex":0.000085877524,"about_ca_system_score_gemma":0.00025371625,"threshold_uncertainty_score":0.9999205},"labels":[],"label_agreement":null},{"id":"W4254928008","doi":"10.32920/ryerson.14656110.v1","title":"The effects of corrosion on the performance of reinforced concrete beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Corrosion; Materials science; Structural engineering; Stiffness; Deflection (physics); Cracking; Brittleness; Beam (structure); Ultimate tensile strength; Failure mode and effects analysis; Flexural strength; Ductility (Earth science); Ultimate load; Toughness; Composite material; Creep; Engineering; Finite element method","score_opus":0.007629044362977018,"score_gpt":0.20156893571138404,"score_spread":0.19393989134840703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254928008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99261624,0.00043716954,0.0005415317,0.00006195174,0.0013900403,0.00054205075,0.0000051419715,0.00008981798,0.0043160617],"genre_scores_gemma":[0.99811393,0.0011333956,0.00005336378,0.000053800395,0.000025893982,0.00004407438,0.000011750482,0.000019982113,0.00054382195],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886495,0.00007108377,0.00042988075,0.00018060833,0.00028613332,0.0001673414],"domain_scores_gemma":[0.99719745,0.0014577368,0.00012280713,0.0010501216,0.0001305555,0.00004131012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038243097,0.00021464535,0.00034733536,0.0000261368,0.00007284483,0.000030680774,0.0004112836,0.00017801633,0.000101008845],"category_scores_gemma":[0.00037177108,0.00011448451,0.00020578816,0.00010222638,0.0001266752,0.000025609326,0.0003468985,0.00051828084,0.0000055708224],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024782596,0.000004116972,0.00064742204,0.008058815,0.000091419875,0.0000033918604,0.0018527993,0.05993383,0.91340256,0.0038979684,0.0034567649,0.008403111],"study_design_scores_gemma":[0.00018008176,0.00011652782,0.00065296283,0.0007374206,0.000024732157,7.9681104e-7,0.00012617506,0.21465817,0.7830114,0.0000066593625,0.0003297429,0.00015534733],"about_ca_topic_score_codex":0.000024786896,"about_ca_topic_score_gemma":0.0000028217473,"teacher_disagreement_score":0.15472434,"about_ca_system_score_codex":0.000041500483,"about_ca_system_score_gemma":0.000052156964,"threshold_uncertainty_score":0.4668543},"labels":[],"label_agreement":null},{"id":"W4255128167","doi":"10.1520/stp11287s","title":"Corrosion Risk Assessment of Aircraft Structures","year":2004,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Forensic engineering; Environmental science; Materials science; Engineering; Metallurgy","score_opus":0.010681193755432628,"score_gpt":0.23320453415100248,"score_spread":0.22252334039556984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255128167","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013813,0.0003354339,0.01531011,0.000013791312,0.0008518623,0.00030928705,0.00014959184,0.0004126308,0.981236],"genre_scores_gemma":[0.9251502,0.0007979033,0.0039686374,0.00003816186,0.00009759975,0.0000050616995,0.000067531495,0.00010060423,0.069774285],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9989575,0.0000069663074,0.0003939547,0.0002328522,0.00027162003,0.00013709297],"domain_scores_gemma":[0.99920636,0.000055459575,0.00009287158,0.00048093367,0.00007696923,0.00008740289],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008777828,0.00029724586,0.00041177013,0.00009316733,0.000029727038,0.000014163052,0.00015251891,0.00031766825,0.007608134],"category_scores_gemma":[0.000012688765,0.00025719294,0.00020329985,0.000017665776,0.00005830917,0.00003793212,0.00006134893,0.00043796905,0.000027099668],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038737264,0.000024187102,0.0017268385,0.0016150619,0.00012300712,0.00002519299,0.00020195737,0.036735453,0.014539154,0.88759196,0.012564419,0.04481406],"study_design_scores_gemma":[0.0044321283,0.0008485353,0.027475707,0.0017950927,0.0009622262,0.000038965747,0.000086779415,0.04294491,0.020820599,0.5754785,0.31979242,0.0053241276],"about_ca_topic_score_codex":0.000027968152,"about_ca_topic_score_gemma":0.000041430958,"teacher_disagreement_score":0.92376894,"about_ca_system_score_codex":0.00017356277,"about_ca_system_score_gemma":0.00006954551,"threshold_uncertainty_score":0.999988},"labels":[],"label_agreement":null},{"id":"W4281286473","doi":"10.1002/tal.1948","title":"Generation of eco‐friendly design for post‐tensioned axially symmetric reinforced concrete cylindrical walls by minimizing of CO<sub>2</sub> emission","year":2022,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Durability; Structural engineering; Harmony search; Environmentally friendly; Reinforcement; Structural material; Process (computing); Computer science; Materials science; Engineering; Composite material","score_opus":0.02313571713683816,"score_gpt":0.22810865029863867,"score_spread":0.2049729331618005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281286473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9686803,0.00020149244,0.029790796,0.000064275104,0.00032643008,0.0007437676,0.00010767475,0.000032171243,0.00005305072],"genre_scores_gemma":[0.99657154,0.00006785125,0.0030660452,0.000032842796,0.00015595793,0.00001759299,0.000043949283,0.000024870395,0.000019324218],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836123,0.00014097395,0.0006621258,0.00023641113,0.0003613861,0.00023784873],"domain_scores_gemma":[0.9987046,0.0005443698,0.00026304057,0.00020583604,0.00019227092,0.00008988503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059599325,0.00021667627,0.00046986248,0.0001394973,0.0002285818,0.000019674999,0.000252835,0.00009611716,0.00006319683],"category_scores_gemma":[0.00033127016,0.00017113179,0.00014984867,0.00029319056,0.00013156474,0.00011053343,0.00009737456,0.00017371557,2.1936454e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006679873,0.0000012392184,0.0000056900717,0.00006288306,0.000023460345,6.3738923e-7,0.00042786388,0.01331429,0.9799589,0.00046151536,0.002098656,0.0029768667],"study_design_scores_gemma":[0.00082548376,0.00062438915,0.00009292219,0.000016098329,0.000048779093,0.00001223833,0.00012861754,0.18289676,0.8148397,0.00022230447,0.000106178566,0.00018651964],"about_ca_topic_score_codex":0.000015708898,"about_ca_topic_score_gemma":3.7218126e-7,"teacher_disagreement_score":0.16958247,"about_ca_system_score_codex":0.000067968285,"about_ca_system_score_gemma":0.00005311699,"threshold_uncertainty_score":0.6978552},"labels":[],"label_agreement":null},{"id":"W4281617018","doi":"10.1007/978-981-19-0503-2_39","title":"Assessment and Rehabilitation of a 50-Year Old Concrete Bridge Deck in Nackawic NB","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EXP (Canada)","funders":"","keywords":"Deck; Nondestructive testing; Bridge (graph theory); Girder; Ground-penetrating radar; Bridge deck; Engineering; Structural engineering; Forensic engineering; Tower; Civil engineering; Rehabilitation; Half-cell; Geotechnical engineering; Radar; Telecommunications","score_opus":0.008893868984715702,"score_gpt":0.2243351228219043,"score_spread":0.2154412538371886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281617018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8617445,0.014244726,0.05951285,0.00051060546,0.0037418175,0.004259379,0.0005060894,0.0016106181,0.053869374],"genre_scores_gemma":[0.99710137,0.0003173048,0.002243592,0.00002346906,0.000051107414,0.000050763887,0.000038905244,0.00011295857,0.000060551003],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9984027,0.000023682258,0.0006065181,0.0004049497,0.00028475304,0.00027737216],"domain_scores_gemma":[0.99832875,0.0010845175,0.00007037467,0.00041194505,0.000032533295,0.00007189722],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003908277,0.00040015543,0.0006431233,0.00049466593,0.00001814246,0.000018353237,0.00015414742,0.00031550595,0.0004725787],"category_scores_gemma":[0.00027341713,0.00047242842,0.00012367062,0.0001520391,0.00004769298,0.00007899018,0.00011135972,0.001057964,0.0000017034698],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014455417,0.000022588609,0.04255184,0.008945493,0.00018631552,0.000115546434,0.004394113,0.8550329,0.040571637,0.03950314,0.00018372411,0.008348107],"study_design_scores_gemma":[0.006880834,0.0010053107,0.46757475,0.006218777,0.00023606034,0.00008435928,0.000060107475,0.4320133,0.0009698005,0.0114489095,0.0680444,0.005463387],"about_ca_topic_score_codex":0.00006060632,"about_ca_topic_score_gemma":0.00039070967,"teacher_disagreement_score":0.4250229,"about_ca_system_score_codex":0.00049799593,"about_ca_system_score_gemma":0.000044519493,"threshold_uncertainty_score":0.9997727},"labels":[],"label_agreement":null},{"id":"W4281726617","doi":"10.1139/cjce-2021-0378","title":"Finite element-based parametric and forensic analysis of corrosion-induced structural deterioration in prestressed concrete bridge girders","year":2022,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario; University of Alberta","funders":"","keywords":"Girder; Structural engineering; Corrosion; Parametric statistics; Finite element method; Prestressed concrete; Flexural strength; Engineering; Materials science; Geotechnical engineering; Composite material","score_opus":0.012285623352340532,"score_gpt":0.20366024401720373,"score_spread":0.1913746206648632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281726617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99479455,0.0004537571,0.004206264,0.000027181522,0.00032403995,0.0001047677,0.00005991007,0.000014545077,0.000015012165],"genre_scores_gemma":[0.9997865,0.000006385331,0.00013190937,0.000022820152,0.000013332554,0.000005371255,0.000014937099,0.000017826553,9.162191e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99892235,0.00003846445,0.0005045841,0.00010893353,0.00018693821,0.00023875268],"domain_scores_gemma":[0.99922323,0.00018061619,0.00011823765,0.00014659966,0.000069004,0.00026228922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002748271,0.00013843858,0.00036351712,0.001580473,0.000051156498,0.00003114435,0.00013526065,0.000040938725,0.00018490099],"category_scores_gemma":[0.00021879897,0.00015763268,0.00011417738,0.0013749672,0.000020753689,0.000110914116,0.000013264133,0.00027953685,9.572299e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013350772,5.7446124e-7,0.027914008,0.00004499635,0.000043163247,0.000027872304,0.00022488485,0.95726526,0.013919617,0.00000773075,0.000034891073,0.00050367555],"study_design_scores_gemma":[0.0005447613,0.00009009407,0.13503394,0.000030029198,0.000115605246,0.0000073831225,0.0000781498,0.8627369,0.0011155691,0.0000053828758,0.00009216856,0.0001500171],"about_ca_topic_score_codex":0.0008155168,"about_ca_topic_score_gemma":0.034585223,"teacher_disagreement_score":0.10711993,"about_ca_system_score_codex":0.0002555068,"about_ca_system_score_gemma":0.00020137806,"threshold_uncertainty_score":0.9830311},"labels":[],"label_agreement":null},{"id":"W4282976556","doi":"10.36348/sjce.2022.v06i06.002","title":"Effect of Corrosion on Bond Strength of Tension Lap-Splices","year":2022,"lang":"en","type":"article","venue":"Saudi Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Waterloo","keywords":"Corrosion; Materials science; Bond strength; Composite material; Tension (geology); Concrete cover; Bond; Deflection (physics); Failure mode and effects analysis; Ultimate tensile strength; Steel bar; Reinforced concrete; Structural engineering; Adhesive; Engineering","score_opus":0.004886795643959683,"score_gpt":0.2033655907977569,"score_spread":0.1984787951537972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4282976556","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995321,0.001232492,0.0018815285,0.00001550886,0.0009628342,0.000100648016,0.00001680371,0.000047293768,0.0004218979],"genre_scores_gemma":[0.99967265,0.00009850944,0.00012342528,0.0000056433396,0.000055969515,0.0000030692859,0.0000018895196,0.000029294868,0.000009562575],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99866986,0.00004913611,0.00056213164,0.00009595654,0.00045287676,0.0001700116],"domain_scores_gemma":[0.9990038,0.00041559766,0.00020489705,0.000209434,0.000078697514,0.000087570945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077796774,0.00016960248,0.00046105587,0.00026220497,0.0000359289,0.000006106828,0.00020107086,0.000044778953,0.0001571733],"category_scores_gemma":[0.00018827063,0.00014838454,0.00020680325,0.0002729145,0.000016876316,0.00008556953,0.00007039204,0.00042697144,9.4471005e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002017606,0.00002841297,0.0008352521,0.00055407506,0.000019869034,0.000014219513,0.00017002769,0.43277472,0.56088376,0.000043370223,0.00074741174,0.0037271436],"study_design_scores_gemma":[0.0030061242,0.004942882,0.0044415235,0.0010824003,0.00015525134,0.00018550214,0.00017902881,0.21334884,0.76517993,0.000028978471,0.00693621,0.00051335216],"about_ca_topic_score_codex":0.0000026415164,"about_ca_topic_score_gemma":0.0000037174182,"teacher_disagreement_score":0.21942587,"about_ca_system_score_codex":0.000090268666,"about_ca_system_score_gemma":0.000018601377,"threshold_uncertainty_score":0.6050946},"labels":[],"label_agreement":null},{"id":"W4283017149","doi":"10.1007/978-981-19-0511-7_24","title":"Analytical Study of Structural Deterioration of a 27-Year-Old Prestressed Bridge Girder","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Girder; Structural engineering; Bridge (graph theory); Engineering; Parametric statistics; Finite element method; Prestressed concrete; Flexural strength; Residual; Nonlinear system; Computer science; Mathematics","score_opus":0.014653848518329156,"score_gpt":0.2269531212978622,"score_spread":0.21229927277953303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283017149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9706634,0.0015736277,0.015289511,0.000026327045,0.0016207831,0.0017394697,0.00020507886,0.00051293254,0.008368828],"genre_scores_gemma":[0.99945605,0.000023461354,0.00015944231,0.0000046252903,0.00007169076,0.000014968969,0.00003224874,0.0000958987,0.00014160998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983697,0.000017874683,0.0006679428,0.00033339695,0.00038065974,0.00023043422],"domain_scores_gemma":[0.9990024,0.00026728964,0.0001012088,0.0005094651,0.00005657682,0.00006306665],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00012341054,0.00039532024,0.00068807416,0.00033678536,0.000017464246,0.00001504201,0.00023580116,0.0002496497,0.00091493264],"category_scores_gemma":[0.00014308725,0.0004216022,0.00014762171,0.00015545284,0.00002873296,0.00006757341,0.00011681022,0.0007504404,0.0000012628238],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006142374,0.0000251037,0.0036401865,0.00085537956,0.000113567105,0.000026155682,0.0011514771,0.98646456,0.004519968,0.0006046935,0.000021688435,0.0025157884],"study_design_scores_gemma":[0.0029791016,0.0009322515,0.038095932,0.0007947492,0.00037046982,0.000023152967,0.000036301644,0.9483286,0.0029688242,0.001043897,0.0024115578,0.0020151704],"about_ca_topic_score_codex":0.00006607101,"about_ca_topic_score_gemma":0.00069615204,"teacher_disagreement_score":0.03813598,"about_ca_system_score_codex":0.00015761335,"about_ca_system_score_gemma":0.000028580218,"threshold_uncertainty_score":0.9999984},"labels":[],"label_agreement":null},{"id":"W4283017561","doi":"10.1007/978-981-19-0511-7_42","title":"Corrosion-Induced Serviceability Risks for Bridge Decks in a Changing Climate","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Serviceability (structure); Corrosion; Environmental science; Durability; Cracking; Structural engineering; Bridge deck; Climate change; Reinforced concrete; Concrete cover; Forensic engineering; Engineering; Deck; Materials science; Geology; Composite material","score_opus":0.03018349066900215,"score_gpt":0.2499021096108802,"score_spread":0.21971861894187805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283017561","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24314357,0.014950753,0.62745506,0.00072061544,0.024136027,0.015775569,0.0027853893,0.008255021,0.06277798],"genre_scores_gemma":[0.9979999,0.00022860257,0.0005661103,0.00010142515,0.00022174108,0.00033254857,0.00016189828,0.0002956155,0.00009212259],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99704444,0.000021203878,0.00080675405,0.00076902227,0.00031965546,0.0010389435],"domain_scores_gemma":[0.99807036,0.00087540975,0.000092444825,0.0007665413,0.000052421405,0.00014285085],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00081501243,0.00077479595,0.00092667126,0.0010637586,0.00008565121,0.00005104394,0.0004098681,0.00062936684,0.0007101106],"category_scores_gemma":[0.00034265307,0.00092045637,0.00031755492,0.0004126732,0.000017657127,0.00011800957,0.00030684337,0.0016999794,0.000012565355],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000117767115,0.000031480704,0.0012272513,0.0038760437,0.000033723252,0.00007860358,0.0018186191,0.96291775,0.0091512995,0.0019373161,0.00003367963,0.018776463],"study_design_scores_gemma":[0.0019572002,0.00012205373,0.0019442703,0.0014892092,0.00009025119,0.00003599127,0.000015109688,0.95989215,0.0021681136,0.0026831604,0.02695342,0.002649076],"about_ca_topic_score_codex":0.00005515853,"about_ca_topic_score_gemma":0.0026254696,"teacher_disagreement_score":0.75485635,"about_ca_system_score_codex":0.0009985171,"about_ca_system_score_gemma":0.000050611015,"threshold_uncertainty_score":0.9993246},"labels":[],"label_agreement":null},{"id":"W4283644651","doi":"10.1680/jmacr.21.00089","title":"Suitability of electrochemical test methods for evaluating corrosion of steel in alkali-activated slag concrete","year":2022,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; University of Leeds; China Scholarship Council; Queen's University; Kunming University of Science and Technology; Queen's University Belfast","keywords":"Corrosion; Gravimetric analysis; Portland cement; Materials science; Metallurgy; Slag (welding); Cement; Sodium silicate; Electrochemistry; Alkali metal; Composite material; Chemistry","score_opus":0.08023322168959758,"score_gpt":0.41867303577858767,"score_spread":0.3384398140889901,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283644651","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932298,0.00069733814,0.0029903112,0.000078840574,0.00010119152,0.0013735215,0.00014770479,0.000059251783,0.0013220242],"genre_scores_gemma":[0.98895407,0.000035579713,0.010549322,0.000006349546,0.000017275797,0.0002593218,0.00005467272,0.000046730693,0.00007667927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.995639,0.0011891677,0.0011614171,0.00044192566,0.00092326,0.0006451906],"domain_scores_gemma":[0.9902553,0.0077929636,0.00018279717,0.0006950802,0.0009444184,0.00012944924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010746235,0.00022013462,0.0008469595,0.00040161502,0.00008876392,0.000010010715,0.00054133433,0.0001314718,0.0005882931],"category_scores_gemma":[0.00755429,0.00023667693,0.00020927642,0.0014228988,0.00034971972,0.0000949939,0.00042806362,0.0008139669,0.0000015006832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006763737,0.000009791319,0.0029959073,0.0007513114,0.00001124893,6.9852115e-7,0.0002921809,0.00015568273,0.9909114,0.00013734009,0.00018335285,0.003874667],"study_design_scores_gemma":[0.0016374883,0.0012137415,0.0015973039,0.000066318076,0.0000151746135,0.0000034071472,0.0003151869,0.13091895,0.86293525,0.00028718202,0.000826795,0.00018321068],"about_ca_topic_score_codex":0.000053217278,"about_ca_topic_score_gemma":0.000005421536,"teacher_disagreement_score":0.13076328,"about_ca_system_score_codex":0.00032921185,"about_ca_system_score_gemma":0.00030798046,"threshold_uncertainty_score":0.9651405},"labels":[],"label_agreement":null},{"id":"W4284965859","doi":"10.1016/j.rinma.2022.100301","title":"An integrated investigation of the crystalline, rheological and physical properties of corrosion products in cementitious materials","year":2022,"lang":"en","type":"article","venue":"Results in Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Rheology; Lepidocrocite; Goethite; Metallurgy; Magnetite; Cementitious; Calcium hydroxide; Particle (ecology); Composite material; Cement; Chemical engineering; Chemistry","score_opus":0.021980915722722632,"score_gpt":0.21760021931382015,"score_spread":0.19561930359109753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4284965859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989985,0.000026022359,0.0000049047885,0.000065320324,0.00025182587,0.0004100458,0.00020261758,0.000029163075,0.0000115549265],"genre_scores_gemma":[0.9997859,0.000013392534,0.00006504019,0.000009556453,0.000017310482,0.00004673553,0.00004463282,0.000008414814,0.000009008711],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871206,0.0003766694,0.0004970066,0.00016671704,0.00014360246,0.00010392813],"domain_scores_gemma":[0.99961036,0.000024545241,0.00009278725,0.00021620635,0.000039082617,0.000016999307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007041932,0.00009357985,0.00025804766,0.000058551785,0.000026461365,0.000015502445,0.00013029383,0.00003506178,0.000044087625],"category_scores_gemma":[0.00020686147,0.00006408886,0.0000108777485,0.0002099335,0.000111416266,0.00007123339,0.00010500476,0.00006803262,2.6710703e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002755438,0.0000333832,0.00041428063,0.00017731072,8.3601657e-7,6.085361e-7,0.0011416723,0.0016971579,0.99611515,0.000081202605,0.000018752653,0.00004413125],"study_design_scores_gemma":[0.00050178694,0.000096397096,0.011645061,0.00008709759,0.0000033292986,0.000001522548,0.00023747537,0.0010732488,0.98606986,0.00018929271,0.000021964544,0.00007297319],"about_ca_topic_score_codex":0.00013161854,"about_ca_topic_score_gemma":0.000022149376,"teacher_disagreement_score":0.01123078,"about_ca_system_score_codex":0.000044860943,"about_ca_system_score_gemma":0.000024123028,"threshold_uncertainty_score":0.2613468},"labels":[],"label_agreement":null},{"id":"W4285086970","doi":"10.1080/21650373.2022.2098200","title":"Evaluation of corrosion resistance of precast reinforced concrete subjected to early-age ambient pressure carbonation curing by accelerated impressed current method","year":2022,"lang":"en","type":"article","venue":"Journal of Sustainable Cement-Based Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Carbonation; Corrosion; Chloride; Rebar; Materials science; Service life; Metallurgy; Composite material; Curing (chemistry); Durability; Precast concrete; Structural engineering; Engineering","score_opus":0.023086235014757348,"score_gpt":0.28173024636371075,"score_spread":0.2586440113489534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285086970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9897474,0.0007156382,0.0071683703,0.000035530265,0.00073863455,0.001303216,0.00019439682,0.000038209026,0.000058599548],"genre_scores_gemma":[0.99914384,0.000019479494,0.00044049145,0.000012376463,0.000033947617,0.000115298186,0.00006944517,0.000034003067,0.0001310919],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99577856,0.000826574,0.0013810869,0.0002093385,0.0014651951,0.0003392726],"domain_scores_gemma":[0.9958788,0.00013106529,0.0009129241,0.0003165795,0.0026335504,0.00012707738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0053924765,0.00022490903,0.0005890438,0.0003574327,0.00011735473,0.00006373313,0.00029401862,0.00006390297,0.0007022753],"category_scores_gemma":[0.0006190477,0.00023049017,0.00010617511,0.0005079277,0.000026171778,0.00026122658,0.00012328169,0.00019059551,2.9144198e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010883713,0.0000165959,0.000031283947,0.00081566,0.000033488657,0.0000044712438,0.00047105888,0.11475589,0.88165635,0.000054627046,0.00088600063,0.00018622701],"study_design_scores_gemma":[0.0028364316,0.0004050815,0.00034820568,0.00016101937,0.0002880263,0.0000011700369,0.0008639032,0.012914864,0.97924984,0.000026562415,0.0027001915,0.00020468335],"about_ca_topic_score_codex":0.0000913861,"about_ca_topic_score_gemma":0.000001946975,"teacher_disagreement_score":0.101841025,"about_ca_system_score_codex":0.0006863344,"about_ca_system_score_gemma":0.0003451439,"threshold_uncertainty_score":0.9399116},"labels":[],"label_agreement":null},{"id":"W4285273447","doi":"10.2139/ssrn.4123922","title":"Condition Assessment of Asr-Affected Reinforced Concrete Columns after Nearly 20 Years in Service","year":2022,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Forensic engineering; Reinforced concrete; Service (business); Structural engineering; Engineering; Environmental science; Geotechnical engineering; Business","score_opus":0.003994892503376682,"score_gpt":0.22208867488440467,"score_spread":0.218093782381028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285273447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99782467,0.00032519127,0.0007870147,0.00009134891,0.00022102069,0.00019971677,0.000023204444,0.000057148594,0.00047069287],"genre_scores_gemma":[0.99941164,0.00013908665,0.00004236468,0.00009490342,0.000032979413,0.000042480315,0.000024182196,0.000022832106,0.00018954753],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99823684,0.0001374148,0.0003567004,0.00012617523,0.00030280912,0.00084007834],"domain_scores_gemma":[0.9995787,0.000047679143,0.000080679,0.0001686408,0.00006122265,0.000063070525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009977178,0.00011672811,0.00021212475,0.00013608416,0.00006470231,0.000024804065,0.00017690966,0.00004971712,0.00068317883],"category_scores_gemma":[0.000016315855,0.0001381435,0.00008273228,0.00040130597,0.000018655819,0.00013959719,0.000055880446,0.0016023878,0.000005949152],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014328083,0.00006794405,0.049242124,0.0004249741,0.0007741389,0.0001709374,0.006086912,0.18450524,0.7100821,0.029777503,0.0015180018,0.015917327],"study_design_scores_gemma":[0.014471311,0.0034685382,0.36821386,0.00017421212,0.00022849865,0.0011264477,0.01041176,0.57990587,0.0031397252,0.007709053,0.0091750845,0.0019756046],"about_ca_topic_score_codex":0.0001220757,"about_ca_topic_score_gemma":0.00082884956,"teacher_disagreement_score":0.7069424,"about_ca_system_score_codex":0.0013780416,"about_ca_system_score_gemma":0.00072610454,"threshold_uncertainty_score":0.7480329},"labels":[],"label_agreement":null},{"id":"W4286696922","doi":"10.1007/978-3-031-05449-5_5","title":"Real-Time and Web-Based Structural Damage Detection Network for Multiple Structures","year":2022,"lang":"en","type":"book-chapter","venue":"Conference proceedings of the Society for Experimental Mechanics","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Structural health monitoring; Network structure; Network monitoring; Globe; Computer science; Engineering; Systems engineering; Distributed computing; Computer network; Structural engineering","score_opus":0.01526515354414602,"score_gpt":0.2240837096423742,"score_spread":0.2088185560982282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286696922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9513889,0.0028785875,0.0031875668,0.00021962803,0.006609728,0.015874036,0.0047732675,0.0018661056,0.013202199],"genre_scores_gemma":[0.9911708,0.00008597179,0.0061251074,0.00004193867,0.00015421209,0.00026128173,0.00007192637,0.00012859383,0.0019601705],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988081,0.0000022533568,0.00033082263,0.00036964746,0.00022229123,0.00026692176],"domain_scores_gemma":[0.9992746,0.0000983574,0.0002218575,0.00016058363,0.00017057273,0.00007401617],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016113088,0.00037903732,0.0004144786,0.000022385104,0.00034867245,0.000060451843,0.00033808543,0.0002916757,0.00019180235],"category_scores_gemma":[0.000031814685,0.00033946804,0.00075171975,0.00003801246,0.000083626604,0.00009937821,0.00020154813,0.00027924898,2.4207503e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017981388,0.000004911332,0.0000050881927,0.000623679,0.00013342508,3.075591e-8,0.00073159474,0.00031629778,0.9318448,0.063801646,0.001550953,0.0008077903],"study_design_scores_gemma":[0.0013354067,0.00032592844,0.000005242758,0.00011216778,0.00016393316,0.0000026725963,0.00063083146,0.7514563,0.21633033,0.022740718,0.006325876,0.00057058386],"about_ca_topic_score_codex":0.000005197198,"about_ca_topic_score_gemma":0.0000032805017,"teacher_disagreement_score":0.75114,"about_ca_system_score_codex":0.0002221167,"about_ca_system_score_gemma":0.000049940587,"threshold_uncertainty_score":0.9999057},"labels":[],"label_agreement":null},{"id":"W4288057888","doi":"10.1680/jmacr.21.00067","title":"Evaluation of self-consolidating concrete shear strength by means of push-off test","year":2022,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforcement; Eurocode; Shear (geology); Aggregate (composite); Materials science; Self-consolidating concrete; Structural engineering; Composite material; Shear strength (soil); Geotechnical engineering; Compressive strength; Engineering; Geology","score_opus":0.04609302428004466,"score_gpt":0.32323339262714923,"score_spread":0.2771403683471046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288057888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9749932,0.0020552187,0.00004967992,0.000107281456,0.00012840616,0.0008080277,0.00054236525,0.00011183713,0.021203969],"genre_scores_gemma":[0.998918,0.0001472385,0.00054063107,0.000006499096,0.00003164908,0.00009987458,0.000073877185,0.000047051566,0.00013520951],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9940749,0.0011216096,0.0009235241,0.0003510625,0.0030276147,0.0005012844],"domain_scores_gemma":[0.995381,0.001849708,0.0001793786,0.00073569076,0.0017014404,0.0001528112],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.01025658,0.00020599486,0.0005661599,0.00034743402,0.00013523869,0.000018463155,0.00053151196,0.00009026733,0.0027663142],"category_scores_gemma":[0.0026435254,0.00022676238,0.00014894186,0.0010099995,0.0002911109,0.00012802446,0.00037052346,0.000668278,0.000015760643],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008260241,0.000014413387,0.0031214554,0.00054118107,0.00010042441,0.0000025425702,0.0009750556,0.0016914809,0.96870124,0.00022999852,0.009534974,0.015004649],"study_design_scores_gemma":[0.0031457306,0.0011314622,0.0014020961,0.00012185948,0.00016274447,0.000010107352,0.0015225328,0.61611134,0.3579173,0.0001315062,0.017921988,0.00042134678],"about_ca_topic_score_codex":0.000070334194,"about_ca_topic_score_gemma":0.0000055470587,"teacher_disagreement_score":0.6144198,"about_ca_system_score_codex":0.00028850266,"about_ca_system_score_gemma":0.00043442802,"threshold_uncertainty_score":0.9981453},"labels":[],"label_agreement":null},{"id":"W4288057911","doi":"10.1016/j.conbuildmat.2022.128570","title":"Condition assessment of ASR-affected reinforced concrete columns after nearly 20 years in service","year":2022,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; University of Ottawa","funders":"","keywords":"Cracking; Visual inspection; Forensic engineering; Petrography; Cement; Geotechnical engineering; Materials science; Composite material; Structural engineering; Geology; Engineering; Computer science; Mineralogy; Artificial intelligence","score_opus":0.005592818622064779,"score_gpt":0.22724870103890626,"score_spread":0.22165588241684148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288057911","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982863,0.000023156656,0.00019356093,0.00002949364,0.00083777646,0.0002440512,0.00014025641,0.00010341467,0.0001419841],"genre_scores_gemma":[0.9987534,0.0000140900665,0.0010106538,0.000058429334,0.000023282473,0.00007517419,0.000039734663,0.000012596205,0.000012596249],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991751,0.00010079764,0.00031961093,0.00014851429,0.00012745902,0.00012854046],"domain_scores_gemma":[0.99968994,0.000035965,0.000066562585,0.00012852662,0.000036713023,0.00004230214],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028216504,0.00009766572,0.0002257649,0.00011181825,0.000050985946,0.000046482335,0.00005587358,0.0000501319,0.0017225282],"category_scores_gemma":[0.000015574884,0.000118506374,0.000023069206,0.00020181661,0.00005209158,0.00011207123,0.000068298374,0.00009825788,0.0000015065405],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037192538,7.884384e-7,0.0019440749,0.00008911166,0.0000074620316,0.0000027240785,0.000114495924,0.0005522945,0.9962302,0.00043575614,0.0000387523,0.00054717134],"study_design_scores_gemma":[0.003912712,0.00020670326,0.23101005,0.00016752628,0.000067145564,0.0001567649,0.0010312451,0.017611146,0.7410143,0.00023244567,0.00384561,0.0007443632],"about_ca_topic_score_codex":0.00006860096,"about_ca_topic_score_gemma":0.00000861501,"teacher_disagreement_score":0.25521588,"about_ca_system_score_codex":0.00008338704,"about_ca_system_score_gemma":0.00002787598,"threshold_uncertainty_score":0.99919003},"labels":[],"label_agreement":null},{"id":"W4288107033","doi":"","title":"Migration of cationic, anionic and neutral radionuclides in cement-based materials : the role of the charged surfaces versus the chemical degradation","year":2019,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Cationic polymerization; Degradation (telecommunications); Cement; Chemical engineering; Radionuclide; Materials science; Chemistry; Composite material; Polymer chemistry; Computer science; Nuclear physics; Engineering","score_opus":0.010517479396839204,"score_gpt":0.19958145240931757,"score_spread":0.18906397301247838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288107033","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941681,0.0008452911,0.00066275557,0.0029259482,0.00024162586,0.00058548234,0.000054058113,0.000036106187,0.00048060072],"genre_scores_gemma":[0.9991026,0.00028986405,0.00034082978,0.000011986544,0.0000062949653,0.000042302858,0.00013685043,0.000014854893,0.000054402306],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9973394,0.0016457809,0.00045804345,0.0002276622,0.00019867842,0.00013040578],"domain_scores_gemma":[0.99710345,0.0011092101,0.00028187974,0.001110129,0.00036955907,0.000025762562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024362435,0.00015743209,0.00022067422,0.000046997837,0.00009160229,0.000086543834,0.00059114053,0.00012706078,0.000042689517],"category_scores_gemma":[0.00045875998,0.00010395257,0.00008508532,0.00019620993,0.00018840074,0.000058358735,0.00025603955,0.0002558299,0.0000012633208],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010934317,0.00016003831,0.018389866,0.0004990064,0.000058187004,7.004931e-8,0.009531942,0.0076659312,0.9405094,0.014621305,0.00014628746,0.0083086295],"study_design_scores_gemma":[0.00046326115,4.1442695e-7,0.023712765,0.00036865135,0.000030649764,4.024061e-7,0.00022054334,0.09135071,0.8828687,0.0004013848,0.0004596827,0.00012281864],"about_ca_topic_score_codex":0.0011119224,"about_ca_topic_score_gemma":0.0024498478,"teacher_disagreement_score":0.08368478,"about_ca_system_score_codex":0.0000775388,"about_ca_system_score_gemma":0.000116152056,"threshold_uncertainty_score":0.42390627},"labels":[],"label_agreement":null},{"id":"W4289262702","doi":"10.5006/4104","title":"Influence of Insulation Stand-Off Membranes and Moisture Drainage on the Corrosion Under Insulation Behavior of Out-of-Service Carbon Steel Piping","year":2022,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University; Emissions Reduction Alberta","funders":"","keywords":"Corrosion; Piping; Service life; Materials science; Moisture; Carbon steel; Metallurgy; Composite material; Lepidocrocite; Forensic engineering; Environmental science; Environmental engineering; Engineering; Goethite","score_opus":0.019249173783328997,"score_gpt":0.23292998862917477,"score_spread":0.21368081484584578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289262702","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979934,0.0004733911,0.0003118087,0.000069407164,0.0003092874,0.00052162854,0.00004252902,0.00006105399,0.00021747683],"genre_scores_gemma":[0.9997617,0.000054893964,0.000019479723,0.000051806535,0.000011873435,0.000037331945,0.000021693728,0.000023611978,0.000017599328],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99865854,0.000102140155,0.00047079643,0.0002148859,0.00041907185,0.0001345692],"domain_scores_gemma":[0.9989254,0.00025867947,0.00021150272,0.00039805574,0.00016366686,0.00004271836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037581957,0.0001712066,0.0002680242,0.000118483506,0.00013520771,0.000009847944,0.0001701557,0.00008695534,0.000028589804],"category_scores_gemma":[0.00007295874,0.0001444539,0.000054218384,0.0003887993,0.00006492492,0.00010185916,0.00016111867,0.00024117425,4.3082852e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012659708,0.00004147465,0.0065384484,0.00026587426,0.0000010023525,4.915601e-7,0.0018001746,0.104343854,0.88546115,0.000362763,0.0000035111293,0.0010546333],"study_design_scores_gemma":[0.0014409835,0.00047758344,0.5670058,0.00047975473,0.00011769336,0.000006985361,0.0024322513,0.16930127,0.25759915,0.00046185305,0.00023094533,0.00044572618],"about_ca_topic_score_codex":0.00007716411,"about_ca_topic_score_gemma":0.00003223615,"teacher_disagreement_score":0.62786204,"about_ca_system_score_codex":0.000096794516,"about_ca_system_score_gemma":0.000031851217,"threshold_uncertainty_score":0.5890659},"labels":[],"label_agreement":null},{"id":"W4291018053","doi":"10.1201/b10552-18","title":"Improving performance prediction of corroding concrete bridges with field monitoring","year":2010,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Field (mathematics); Environmental science; Engineering; Forensic engineering; Mathematics","score_opus":0.011640820111479011,"score_gpt":0.18075310259472518,"score_spread":0.16911228248324617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4291018053","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3876582,0.00040858056,0.009951901,0.000016625021,0.0031337463,0.0005460379,0.00006616367,0.0009345499,0.5972842],"genre_scores_gemma":[0.96149266,0.00024868775,0.0010118731,0.00000814931,0.00030697248,0.000008054319,0.000011382798,0.00006571856,0.03684649],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990521,0.0000026429107,0.00032774266,0.0002326382,0.00021304544,0.00017181628],"domain_scores_gemma":[0.9992494,0.00009708199,0.000094632276,0.00037627647,0.00010612366,0.00007648373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010940381,0.0002686912,0.0003241535,0.00008839458,0.00005337078,0.00002540746,0.00013167724,0.00033867586,0.00046264328],"category_scores_gemma":[0.000022384194,0.00023713683,0.00007622919,0.000019865285,0.000052344883,0.00014277424,0.000045053348,0.00064553105,0.000011491337],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039479803,0.0000043937753,0.039821476,0.005903807,0.00021017586,0.000023878023,0.00079010456,0.0012076475,0.7619335,0.003676023,0.00079043006,0.18524377],"study_design_scores_gemma":[0.0011288072,0.00084655883,0.0030676953,0.0021963166,0.00024996762,0.00006671824,0.00010709161,0.083223864,0.88439703,0.000047301524,0.023257066,0.0014115681],"about_ca_topic_score_codex":0.00002580866,"about_ca_topic_score_gemma":0.000007714196,"teacher_disagreement_score":0.5738345,"about_ca_system_score_codex":0.00005057579,"about_ca_system_score_gemma":0.00002945556,"threshold_uncertainty_score":0.9670159},"labels":[],"label_agreement":null},{"id":"W4296088210","doi":"10.17159/2309-8775/2015/v57n1a","title":"Concrete durability standards: International trends and the South African context","year":2015,"lang":"en","type":"article","venue":"Journal of the South African Institution of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"AfriSam; University of Cape Town; Water Research Commission","keywords":"Durability; Context (archaeology); Limiting; Engineering; Forensic engineering; Construction engineering; Civil engineering; Computer science; Geography; Mechanical engineering","score_opus":0.013116452561894809,"score_gpt":0.2132428884720107,"score_spread":0.2001264359101159,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296088210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9577739,0.0012773653,0.023182347,0.0015971739,0.004260188,0.0002675339,0.00022992528,0.00013096763,0.011280598],"genre_scores_gemma":[0.9996415,0.000016049871,0.00012409958,0.000025554145,0.00014188657,0.0000041028643,6.841811e-7,0.000015217155,0.000030952393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982616,0.0000788804,0.0006825986,0.00012106002,0.0006671586,0.00018871724],"domain_scores_gemma":[0.9986349,0.00012976505,0.00029760957,0.0003065961,0.00044532111,0.00018585182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001648507,0.00019204608,0.0004089205,0.0001783819,0.00006741082,0.000053458854,0.00043766492,0.000068349545,0.000043227992],"category_scores_gemma":[0.0015218009,0.0001173773,0.00025015196,0.00034683157,0.00039092524,0.00020361424,0.00010144193,0.0004098748,8.408153e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0042013517,0.000054882283,0.016670115,0.00057689287,0.0013094404,0.000033546377,0.12945609,0.78117025,0.008044788,0.04030214,0.0039208536,0.014259656],"study_design_scores_gemma":[0.046111938,0.0009633807,0.058406033,0.0019337474,0.0012764836,0.00094741693,0.054143816,0.5625399,0.008168402,0.0023298634,0.26031044,0.0028686195],"about_ca_topic_score_codex":0.000012392352,"about_ca_topic_score_gemma":0.000025757645,"teacher_disagreement_score":0.2563896,"about_ca_system_score_codex":0.00031020856,"about_ca_system_score_gemma":0.0001651117,"threshold_uncertainty_score":0.47865075},"labels":[],"label_agreement":null},{"id":"W4296796622","doi":"10.3390/ma15186276","title":"Evaluating Flexural Performance of Repaired Reinforced Concrete Beams under Static and Repeated Loading Using Non-Destructive Methods","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Cementitious; Structural engineering; Flexural strength; Beam (structure); Composite material; Compressive strength; Mortar; Yield (engineering); Delamination (geology); Engineering; Cement; Geology","score_opus":0.05593886096169409,"score_gpt":0.3416027444503197,"score_spread":0.2856638834886256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296796622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99714065,0.00003480842,0.0017439455,0.0000053841036,0.00052855874,0.0003091676,0.000031444062,0.00011548782,0.000090570094],"genre_scores_gemma":[0.97651327,0.0000053991434,0.023334233,0.000022581477,0.000020295274,0.000027718987,0.000016384914,0.000028329603,0.000031766813],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858826,0.00028065476,0.00052805035,0.00020673162,0.0001854556,0.00021083652],"domain_scores_gemma":[0.9993378,0.00015388598,0.00014337238,0.0002562769,0.000057673784,0.00005097746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015962205,0.00015240777,0.00036955954,0.000073929245,0.0001679375,0.00003467758,0.00009105697,0.000039272978,0.0005075328],"category_scores_gemma":[0.00013136926,0.0001586837,0.00003551291,0.00016411133,0.000059291484,0.00014221786,0.00015235106,0.00009087864,8.658223e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000101243335,2.617431e-7,0.00007918878,0.00018598986,0.000017374494,8.9233714e-7,0.00080028625,0.03559001,0.96272177,0.000028721368,0.0000033832,0.00047086255],"study_design_scores_gemma":[0.00037802084,0.00009836236,0.000529608,0.00003826107,0.000028765799,0.000019617739,0.0005224172,0.392748,0.6054556,0.00003517736,0.000004408622,0.00014179878],"about_ca_topic_score_codex":0.000075409844,"about_ca_topic_score_gemma":1.4908657e-7,"teacher_disagreement_score":0.35726622,"about_ca_system_score_codex":0.00016698414,"about_ca_system_score_gemma":0.000035523102,"threshold_uncertainty_score":0.64709336},"labels":[],"label_agreement":null},{"id":"W4296959674","doi":"10.1002/suco.202200305","title":"Blast performance and analysis of reinforced concrete beams subjected to corrosion of the longitudinal reinforcement","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Brittleness; Reinforcement; Structural engineering; Ductility (Earth science); Cracking; Flexural strength; Bending; Failure mode and effects analysis; Composite material; Creep; Engineering","score_opus":0.009016483076623805,"score_gpt":0.21148627165500755,"score_spread":0.20246978857838374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296959674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998434,0.00006116529,0.000182346,0.000027190728,0.0003386183,0.0003681517,0.00013147145,0.00006046169,0.0003965954],"genre_scores_gemma":[0.999576,0.000012433123,0.0001128218,0.000055479144,0.000011981211,0.000020088744,0.000045708926,0.0000145429085,0.00015098264],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984803,0.000059099057,0.0005449597,0.00023306496,0.00043451952,0.00024802264],"domain_scores_gemma":[0.999038,0.000089888505,0.00015321311,0.0004996831,0.00011550459,0.000103719205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022005056,0.00020092947,0.00046204415,0.00018797007,0.000201648,0.000014797444,0.00031249857,0.000043969903,0.00058021635],"category_scores_gemma":[0.00006464327,0.00015856876,0.00018387119,0.0012327058,0.00013999378,0.000090236776,0.00037090655,0.00022741775,7.518974e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039214132,4.037534e-8,0.045377612,0.0001694102,0.00020637365,0.0000011281493,0.0017357677,0.06503115,0.88583195,0.00044703746,0.000150654,0.0006567185],"study_design_scores_gemma":[0.0008267555,0.00041035545,0.1406856,0.000036919813,0.0004902207,0.000012379813,0.00042027858,0.59964466,0.256654,0.000004322041,0.00042389828,0.00039063246],"about_ca_topic_score_codex":0.00008270028,"about_ca_topic_score_gemma":0.00000619652,"teacher_disagreement_score":0.629178,"about_ca_system_score_codex":0.00009901337,"about_ca_system_score_gemma":0.00003180857,"threshold_uncertainty_score":0.6466246},"labels":[],"label_agreement":null},{"id":"W4297828059","doi":"10.1061/9780784484395.034","title":"New ASCE/COPRI Design Standards for Piers and Wharves","year":2022,"lang":"en","type":"article","venue":"Ports 2022","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Computer science; Civil engineering; Geotechnical engineering; Engineering","score_opus":0.011972634270231567,"score_gpt":0.2250606370193165,"score_spread":0.21308800274908493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297828059","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16498606,0.0084713185,0.80680114,0.0011123847,0.0040494273,0.0020578173,0.00072085817,0.0009907648,0.010810227],"genre_scores_gemma":[0.98669857,0.00016004562,0.009156567,0.00024157081,0.0001127562,0.00020859369,0.00004317099,0.000060565748,0.0033181699],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993387,0.00002167053,0.00013116488,0.0001555591,0.0001963731,0.00015656478],"domain_scores_gemma":[0.9996351,0.00006573954,0.000016806074,0.0001592564,0.000018854345,0.00010422627],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00044797405,0.000086645414,0.00011812512,0.000039671497,0.00013678236,0.000029154546,0.000068823894,0.000018482646,0.0045151403],"category_scores_gemma":[0.000045868495,0.000094824536,0.00004417207,0.000091862414,0.000011969167,0.000058996146,0.00006210324,0.000104395156,0.0000012799708],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002150973,0.000018201872,0.0023935707,0.00016705689,0.000044940283,0.000025892985,0.0019246199,0.015726445,0.007825687,0.0009317303,0.73839873,0.23232803],"study_design_scores_gemma":[0.0007565744,0.00017032493,0.0013543434,0.000005984928,0.000027950364,0.000024730483,0.0005313394,0.019301364,0.0017591323,0.0016615605,0.97408074,0.00032594515],"about_ca_topic_score_codex":0.00001227334,"about_ca_topic_score_gemma":0.0000072365547,"teacher_disagreement_score":0.8217125,"about_ca_system_score_codex":0.00011036794,"about_ca_system_score_gemma":0.00009483301,"threshold_uncertainty_score":0.9963949},"labels":[],"label_agreement":null},{"id":"W4303613643","doi":"10.3390/buildings12101616","title":"Life Cycle Assessment of an Innovative Hybrid Highway Bridge Made of an Aluminum Deck and Glulam Timber Beams","year":2022,"lang":"en","type":"article","venue":"Buildings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"","keywords":"Deck; Bridge (graph theory); Life-cycle assessment; Durability; Bridge deck; Engineering; Civil engineering; Girder; Structural engineering; Forensic engineering; Production (economics); Materials science; Composite material","score_opus":0.011855649804446146,"score_gpt":0.25602389405334636,"score_spread":0.2441682442489002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4303613643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980668,0.00005128569,0.0008065053,0.000068851536,0.00015400688,0.00018364302,0.000102155434,0.00011028234,0.0004565074],"genre_scores_gemma":[0.9965362,0.0000050262593,0.003222125,0.0000998497,0.000026706137,0.000023277222,0.000037549253,0.000026410256,0.000022845154],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9989318,0.000051114497,0.00034546005,0.00023770628,0.00026047672,0.00017343953],"domain_scores_gemma":[0.9993271,0.00005204287,0.00008807024,0.00030358104,0.000088246685,0.00014091679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037637184,0.00013555062,0.00026657,0.00009183256,0.000063426574,0.00001551949,0.00017198856,0.000029355468,0.0002662141],"category_scores_gemma":[0.000058442503,0.0001486097,0.00003733007,0.0002997172,0.0000683679,0.0001705101,0.0001664056,0.00018248612,6.023157e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014605244,0.00041583113,0.033280257,0.00046836925,0.00010684463,0.00002812314,0.0031456489,0.02828539,0.9055789,0.0032670298,0.0032560462,0.022021508],"study_design_scores_gemma":[0.0018365287,0.00079948734,0.5913765,0.000044261786,0.00004554565,0.00004845965,0.0006614691,0.25437632,0.1382886,0.00040131476,0.011455693,0.0006658263],"about_ca_topic_score_codex":0.000109343215,"about_ca_topic_score_gemma":0.000004195088,"teacher_disagreement_score":0.7672903,"about_ca_system_score_codex":0.00007247176,"about_ca_system_score_gemma":0.000060437626,"threshold_uncertainty_score":0.6060128},"labels":[],"label_agreement":null},{"id":"W4306840448","doi":"10.1139/cjce-2021-0392","title":"The effect of cable corrosion on dynamic response of Stonecutters Cable-Stayed Bridge model","year":2022,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Corrosion; Span (engineering); Bridge (graph theory); Deck; Finite element method; Engineering; Pylon; Materials science; Composite material","score_opus":0.005361528449574101,"score_gpt":0.18978979310074895,"score_spread":0.18442826465117484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306840448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97998804,0.0007866283,0.017893204,0.0000746087,0.0008650956,0.00015464051,0.00008433645,0.00002236174,0.00013108258],"genre_scores_gemma":[0.9998207,0.000015553016,0.00003562447,0.000012887061,0.000011844093,0.000006420018,0.0000018739001,0.00003653977,0.00005851876],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878275,0.000097782606,0.00045426466,0.00009057924,0.00027096606,0.00030365246],"domain_scores_gemma":[0.9986893,0.0005608801,0.000115819785,0.00028361473,0.00006323699,0.0002871267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012473094,0.00015983048,0.0003237986,0.00032455067,0.00012637395,0.000016358405,0.00031965613,0.000041427713,0.000086324806],"category_scores_gemma":[0.00034024988,0.00014000775,0.00016589982,0.00027026326,0.000038584425,0.000067670975,0.000022871232,0.0004302132,5.975206e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002716963,0.00000171449,0.00022121411,0.000068009576,0.000013163318,0.000022582266,0.00026267156,0.963875,0.0339092,0.0000086661485,0.0010362152,0.00030987654],"study_design_scores_gemma":[0.00056447217,0.00055202324,0.001642644,0.000103521794,0.000025411868,0.000050819905,0.000054620454,0.99030715,0.005338138,0.000005918191,0.0012158763,0.00013942493],"about_ca_topic_score_codex":0.00044103942,"about_ca_topic_score_gemma":0.0051848725,"teacher_disagreement_score":0.028571066,"about_ca_system_score_codex":0.00056202634,"about_ca_system_score_gemma":0.00030134796,"threshold_uncertainty_score":0.5709351},"labels":[],"label_agreement":null},{"id":"W4308800353","doi":"10.37256/est.4120231873","title":"Simplified Seismic Evaluation of Aged Corrosion Damaged Reinforced Concrete Bridge Columns as Part of Simplified Semi-Quantitative Assessment Framework","year":2022,"lang":"en","type":"article","venue":"Engineering Science & Technology","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Structural engineering; Corrosion; Stiffness; Nonlinear system; Bridge (graph theory); Reinforced concrete; Finite element method; Seismic analysis; Engineering; Geotechnical engineering; Computer science; Materials science; Composite material","score_opus":0.02411031919014668,"score_gpt":0.30004279875305034,"score_spread":0.2759324795629037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308800353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92425954,0.00010286254,0.073169395,0.00007901676,0.00076196034,0.00064079894,0.000044940785,0.0005435816,0.0003978937],"genre_scores_gemma":[0.9974357,0.000015127751,0.0022758793,0.000025276737,0.000010462609,0.00016735695,0.000017877037,0.000030178708,0.00002216172],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973148,0.000079535865,0.00065269164,0.00043773695,0.0010509182,0.00046433214],"domain_scores_gemma":[0.9982349,0.00032963476,0.00019904402,0.0007968677,0.0003415702,0.00009793445],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0025687395,0.00023716604,0.00045486813,0.0008543713,0.00024867177,0.00002247752,0.0007436648,0.00016139282,0.0002501118],"category_scores_gemma":[0.0016913364,0.00027966395,0.00008860067,0.0030520114,0.0004600526,0.00018554408,0.00035052755,0.0007527236,0.0000043787177],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012822679,0.0000031467673,0.00023698658,0.000036669735,0.000006636668,0.0000017046891,0.00029743422,0.43796995,0.55569214,0.0051192334,0.000057864923,0.0005654068],"study_design_scores_gemma":[0.000604424,0.0003424392,0.0038949489,0.0000720834,0.000044288234,0.000016002989,0.00072569196,0.8359452,0.15718253,0.0005083928,0.00036660893,0.00029737785],"about_ca_topic_score_codex":0.000017304128,"about_ca_topic_score_gemma":0.0000011235769,"teacher_disagreement_score":0.39850962,"about_ca_system_score_codex":0.00052730425,"about_ca_system_score_gemma":0.00034204836,"threshold_uncertainty_score":0.99996555},"labels":[],"label_agreement":null},{"id":"W4308873849","doi":"10.3390/cmd3040035","title":"Degradation of Steel Wires in Bimetallic Aluminum–Steel Conductors Exposed to Severe Corrosion Conditions","year":2022,"lang":"en","type":"article","venue":"Corrosion and Materials Degradation","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"La Rochelle Université; Université de Sherbrooke","keywords":"Galvanization; Materials science; Corrosion; Metallurgy; Scanning electron microscope; Galvanic cell; Aluminium; Composite material; Galvanic corrosion; Layer (electronics)","score_opus":0.023158316584459618,"score_gpt":0.23772993545972712,"score_spread":0.2145716188752675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308873849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959084,0.0001206386,0.0010343933,0.000082414066,0.0013565026,0.0007520559,0.00048044472,0.0001603063,0.00010483672],"genre_scores_gemma":[0.99800116,0.00008873295,0.00029736894,0.00011268961,0.000021845935,0.00017285654,0.0008852026,0.000034733934,0.0003854166],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99824077,0.0002055718,0.00065751054,0.0003449988,0.0003154701,0.00023569683],"domain_scores_gemma":[0.9992431,0.00011305101,0.0001328336,0.00030916077,0.00007528352,0.00012657043],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004373254,0.00023294921,0.00038283734,0.00034466395,0.0001873011,0.000057003646,0.00015758758,0.00008623268,0.001089935],"category_scores_gemma":[0.00010008965,0.0002455289,0.000050534396,0.0004589718,0.000049865295,0.00027813922,0.00015282554,0.00012699455,0.0000149689495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010574971,0.00004574099,0.00090223254,0.000089617846,0.000001562946,0.0000017899087,0.00034282485,0.00075846416,0.99499524,0.00048614343,0.0010201024,0.0012505585],"study_design_scores_gemma":[0.0017034934,0.00031936684,0.0240773,0.00011375987,0.000039894,0.000031699994,0.0017874881,0.003346525,0.96443886,0.00021824484,0.0033721875,0.0005511713],"about_ca_topic_score_codex":0.000058163514,"about_ca_topic_score_gemma":0.0000906346,"teacher_disagreement_score":0.030556343,"about_ca_system_score_codex":0.00015969107,"about_ca_system_score_gemma":0.000040598927,"threshold_uncertainty_score":0.9999997},"labels":[],"label_agreement":null},{"id":"W4308913176","doi":"10.1680/jbren.21.00079","title":"The new Samuel De Champlain Bridge, Canada","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Infrastructure Canada","funders":"","keywords":"Bridge (graph theory); Schedule; Procurement; Engineering; Civil engineering; General partnership; Suite; Forensic engineering; Geography; Computer science; Business; Archaeology; Finance","score_opus":0.007109354160590574,"score_gpt":0.17725970026565108,"score_spread":0.1701503461050605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308913176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97674173,0.0015154703,0.013945823,0.00083861005,0.0030358736,0.0005727086,0.000094887546,0.00037508545,0.002879823],"genre_scores_gemma":[0.9994594,0.00006241906,0.00013664039,0.00003364654,0.00010313854,0.00003852797,0.0000026791079,0.000036513902,0.00012706366],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99841887,0.0000060429948,0.0004645426,0.00017542775,0.00052998663,0.00040511703],"domain_scores_gemma":[0.9993134,0.00011345247,0.00010465246,0.0002261065,0.000100014,0.00014237087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049215637,0.00023698669,0.00026223552,0.00009638825,0.00026405364,0.000026852465,0.0006991616,0.000049470167,0.000028675315],"category_scores_gemma":[0.00040155638,0.00020283269,0.00014951384,0.00061205594,0.000062845684,0.00013863853,0.00019791107,0.00047036938,4.500995e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020864458,0.000009769069,0.00052232004,0.00026273864,0.000051718576,0.0000010118706,0.00042712418,0.9318171,0.036120467,0.0066121323,0.023397755,0.00075699994],"study_design_scores_gemma":[0.0012165587,0.00007808115,0.038680337,0.00023129083,0.00009025333,0.00015869843,0.00038914065,0.64818615,0.095922604,0.00017925193,0.21398033,0.00088728656],"about_ca_topic_score_codex":0.01065304,"about_ca_topic_score_gemma":0.0067072297,"teacher_disagreement_score":0.28363094,"about_ca_system_score_codex":0.00065227615,"about_ca_system_score_gemma":0.00038013892,"threshold_uncertainty_score":0.9959351},"labels":[],"label_agreement":null},{"id":"W4309451732","doi":"10.1016/j.engstruct.2022.115251","title":"Seismic Modelling of Corroded Reinforced Concrete Columns","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Trillium Foundation","keywords":"Structural engineering; Corrosion; Reinforcement; Stiffness; Finite element method; Nonlinear system; Deformation (meteorology); Embrittlement; Materials science; Bar (unit); Seismic analysis; Induced seismicity; Geotechnical engineering; Engineering; Geology; Composite material; Civil engineering","score_opus":0.010390238717557877,"score_gpt":0.18029751437301028,"score_spread":0.1699072756554524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309451732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84566164,0.0002627949,0.1521505,0.000011436404,0.0008885781,0.0001640679,0.000057728143,0.0004996305,0.000303627],"genre_scores_gemma":[0.9967737,0.000009702429,0.0029631301,0.000027613234,0.000041154697,0.000025933177,0.00002204153,0.00004317614,0.00009352399],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990474,0.000015539508,0.00030084534,0.00016164914,0.00023458124,0.00023996705],"domain_scores_gemma":[0.99949175,0.000058206133,0.00003679832,0.00031218558,0.000027547418,0.00007353747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001142286,0.00017381048,0.0002505312,0.000110354464,0.00007833036,0.000014152616,0.00022020462,0.000047136265,0.0003738],"category_scores_gemma":[0.000028363398,0.00020352527,0.00009570028,0.00022656821,0.000021542986,0.000054420532,0.00008469178,0.0003170045,0.0000016718383],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000086024065,1.6418895e-7,0.000013767394,0.00007201709,0.000012615549,0.0000018868072,0.00029631393,0.9686882,0.0295685,0.0008850523,0.00037082826,0.000082084094],"study_design_scores_gemma":[0.00025426675,0.000029900068,0.00011970697,0.0000069971593,0.000010660141,0.000013698381,0.000073369265,0.9819018,0.014814897,0.00006359386,0.0025011147,0.0002099503],"about_ca_topic_score_codex":0.000026822034,"about_ca_topic_score_gemma":1.578609e-7,"teacher_disagreement_score":0.15111208,"about_ca_system_score_codex":0.00008929556,"about_ca_system_score_gemma":0.000020048827,"threshold_uncertainty_score":0.82995194},"labels":[],"label_agreement":null},{"id":"W4309920147","doi":"10.1139/cjce-2020-0392","title":"Fire residual stress–strain curves of corroded thermo-mechanically treated (TMT) reinforcing steel bars","year":2022,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rebar; Materials science; Corrosion; Martensite; Composite material; Structural engineering; Bainite; Pearlite; Stirrup; Metallurgy; Residual stress; Ultimate tensile strength; Austenite; Microstructure; Engineering","score_opus":0.008585167406807828,"score_gpt":0.17577732073632724,"score_spread":0.16719215332951942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309920147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9830285,0.007294936,0.003932692,0.00034828557,0.0015617822,0.000342623,0.0008291931,0.00015952409,0.0025024803],"genre_scores_gemma":[0.9995739,0.00008359922,0.00010007493,0.000041159743,0.0000664795,0.000006055043,0.000016190836,0.00004798647,0.00006459261],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985012,0.00004413018,0.0006572797,0.00012102298,0.00029873286,0.0003776402],"domain_scores_gemma":[0.99890673,0.00009985855,0.00012826563,0.00026031915,0.00011605639,0.0004887649],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004961044,0.00020231726,0.0003942068,0.0002728162,0.00009029797,0.000024041303,0.00037382357,0.00006338614,0.0012783732],"category_scores_gemma":[0.00025462644,0.00022198482,0.00016101291,0.0003583521,0.000027773292,0.00013770025,0.000029145207,0.00055504596,0.0000010837313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020793246,0.00000714119,0.0006135202,0.00043508748,0.00008247529,0.00022777198,0.00062967284,0.9428677,0.048955765,0.00020482866,0.0035795893,0.0023756556],"study_design_scores_gemma":[0.006511565,0.0023215814,0.0340499,0.005997012,0.0005564336,0.0017053833,0.0036954572,0.86472505,0.046750527,0.00024978325,0.02993572,0.0035015866],"about_ca_topic_score_codex":0.00035734335,"about_ca_topic_score_gemma":0.009050889,"teacher_disagreement_score":0.07814264,"about_ca_system_score_codex":0.0003206117,"about_ca_system_score_gemma":0.0003923885,"threshold_uncertainty_score":0.99963456},"labels":[],"label_agreement":null},{"id":"W4312313687","doi":"10.1051/matecconf/202236403011","title":"Microscopic assessment of ASR-affected columns after 20 years in service","year":2022,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Coring; Petrography; Visual inspection; Alkali–silica reaction; Forensic engineering; Geology; Materials science; Composite material; Mineralogy; Engineering; Computer science; Drilling; Metallurgy; Artificial intelligence","score_opus":0.009600434514362292,"score_gpt":0.2387687062767587,"score_spread":0.2291682717623964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312313687","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954331,0.000100367506,0.00002350982,0.000048700465,0.00019212684,0.00015172994,0.000069898786,0.000047106354,0.0039334875],"genre_scores_gemma":[0.99971694,0.000012727489,0.00012343237,0.000026501168,0.0000038634626,0.0000577566,0.000009621424,0.000006873449,0.000042292213],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99932706,0.000056957706,0.00023810689,0.00010526724,0.00015928422,0.000113323134],"domain_scores_gemma":[0.9996943,0.00004162202,0.000039213326,0.00016012792,0.000039491235,0.000025250347],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001536405,0.000075011536,0.00020720171,0.000086584994,0.000012511532,0.00001073948,0.00015967924,0.000029850373,0.0027601558],"category_scores_gemma":[0.000006417802,0.00008303505,0.000029233952,0.0002501607,0.00002796048,0.000031357646,0.00008724409,0.00011928058,0.0000029876921],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057411322,0.0001268188,0.5505457,0.0007848747,0.000034117682,0.0000138258565,0.0009229555,0.0027222196,0.44096318,0.0006666959,0.0004865002,0.0026757345],"study_design_scores_gemma":[0.00055590656,0.00010188285,0.9633991,0.000055157732,0.000011071867,0.0000011404378,0.0005206347,0.020898616,0.009390958,0.00009025444,0.0048203846,0.00015485434],"about_ca_topic_score_codex":0.00029727828,"about_ca_topic_score_gemma":0.0012028106,"teacher_disagreement_score":0.4315722,"about_ca_system_score_codex":0.000037309892,"about_ca_system_score_gemma":0.000198582,"threshold_uncertainty_score":0.9981515},"labels":[],"label_agreement":null},{"id":"W4312510637","doi":"10.1051/matecconf/202236403005","title":"Preliminary evaluation of Pier cap from an ASR affected bridge in Central Canada","year":2022,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Wilfrid Laurier University; University of Ottawa","funders":"","keywords":"Pier; Environmental science; Bridge (graph theory); Quantitative assessment; Forensic engineering; Geotechnical engineering; Structural engineering; Materials science; Engineering","score_opus":0.024257111309372824,"score_gpt":0.2434095786420552,"score_spread":0.21915246733268237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312510637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99758214,0.00020923428,0.00001428801,0.000036252306,0.00029799851,0.00017534617,0.00017133776,0.000028545435,0.0014848796],"genre_scores_gemma":[0.9998546,0.0000060217412,0.000013890784,0.000008198642,0.000008194061,0.000024266603,0.000073972435,0.000005397612,0.000005441814],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99902403,0.00014709376,0.00022098364,0.00011182055,0.0003773243,0.00011876173],"domain_scores_gemma":[0.9996372,0.000052643903,0.00004473516,0.00015916015,0.00006735296,0.00003892249],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000261525,0.0000741595,0.00016478664,0.000048630263,0.000019387366,0.000006010159,0.00013936164,0.000023567864,0.0024699946],"category_scores_gemma":[0.00003975348,0.00007791038,0.000018689108,0.000116090305,0.000022653376,0.000047225298,0.000035785142,0.00008912247,3.2083577e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000464608,0.00027467686,0.56126076,0.0004468187,0.00008475554,0.000018831915,0.0046355855,0.12404857,0.21208934,0.0007782241,0.004069895,0.09182796],"study_design_scores_gemma":[0.00032752985,0.000064685904,0.7419891,0.000014788304,0.000015063363,3.9075536e-7,0.00041686755,0.2486864,0.007989947,0.00010358577,0.00031190246,0.000079773396],"about_ca_topic_score_codex":0.33715716,"about_ca_topic_score_gemma":0.42163435,"teacher_disagreement_score":0.2040994,"about_ca_system_score_codex":0.00011098828,"about_ca_system_score_gemma":0.0010616493,"threshold_uncertainty_score":0.9984419},"labels":[],"label_agreement":null},{"id":"W4312530097","doi":"10.1051/matecconf/202236403004","title":"Condition assessment of two prestressed concrete slabs after 60 years in service","year":2022,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Nondestructive testing; Prestressed concrete; Slab; Corrosion; Bridge deck; Ultrasonic testing; Structural engineering; Visual inspection; Service life; Forensic engineering; Bridge (graph theory); Engineering; Environmental science; Civil engineering; Materials science; Deck; Ultrasonic sensor; Computer science; Reliability engineering; Composite material","score_opus":0.012849383640243812,"score_gpt":0.2602547298096739,"score_spread":0.24740534616943008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312530097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924091,0.00007857036,0.000035923655,0.00004998281,0.00016682011,0.00015599186,0.0001279548,0.000051183742,0.0069244415],"genre_scores_gemma":[0.99972004,0.000015604359,0.00009845807,0.000030494439,0.000006243348,0.000077310346,0.000024521043,0.000007486523,0.00001983085],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99919677,0.00007106013,0.00029119826,0.00011722156,0.00021055786,0.00011320567],"domain_scores_gemma":[0.9996171,0.00006871881,0.000062391046,0.00017216119,0.0000511603,0.000028439319],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00018623938,0.00008562069,0.00021321393,0.000092392635,0.000013296727,0.000011430422,0.00015597706,0.000026577663,0.0033391067],"category_scores_gemma":[0.0000075342487,0.000092457805,0.000032556825,0.00018246622,0.000038509694,0.000058964877,0.00007546259,0.00012442717,0.0000027644458],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000266378,0.00004777731,0.47884583,0.0016916585,0.000084958156,0.00009085609,0.0023308927,0.021132525,0.47927937,0.012131809,0.0006049593,0.0034929703],"study_design_scores_gemma":[0.002157382,0.0002050021,0.80164766,0.00015827912,0.000033205026,0.0000034149825,0.0014457833,0.16133916,0.026037171,0.0010518787,0.005525486,0.00039558945],"about_ca_topic_score_codex":0.00029801173,"about_ca_topic_score_gemma":0.00020547197,"teacher_disagreement_score":0.4532422,"about_ca_system_score_codex":0.000030747407,"about_ca_system_score_gemma":0.00018138254,"threshold_uncertainty_score":0.997572},"labels":[],"label_agreement":null},{"id":"W4312609847","doi":"10.1051/matecconf/202236402021","title":"Reinforcement corrosion of circular concrete columns under sustained load","year":2022,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Nordion (Canada)","funders":"","keywords":"Reinforcement; Spall; Cracking; Materials science; Concrete cover; Corrosion; Structural engineering; Spiral (railway); Reinforced concrete column; Composite material; Buckling; Deformation (meteorology); Column (typography); Engineering","score_opus":0.014470769670222133,"score_gpt":0.2173072274967664,"score_spread":0.20283645782654428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312609847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96919847,0.00033441372,0.003059691,0.00008760827,0.00042980906,0.00033509737,0.000052347867,0.00015382389,0.026348716],"genre_scores_gemma":[0.99956536,0.000044493845,0.00003068053,0.000033862638,0.000007642346,0.000032412136,0.000019107432,0.000011124975,0.00025531973],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987608,0.000052167303,0.00041910127,0.00014505735,0.00043843582,0.00018441012],"domain_scores_gemma":[0.99931735,0.000073360876,0.000103819504,0.0002832227,0.00016477871,0.000057485744],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003310288,0.00012774869,0.00030134234,0.00007632209,0.00007061386,0.000014997479,0.00024125278,0.000043188484,0.0042556035],"category_scores_gemma":[0.000034047836,0.00013157731,0.0000841604,0.00019500985,0.0001069253,0.000049145503,0.00013518128,0.00012455918,0.0000046698938],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028778805,0.00002600135,0.011143743,0.001192966,0.00007291267,0.000011685256,0.0013365126,0.063480176,0.864579,0.05251462,0.0037213992,0.0016331788],"study_design_scores_gemma":[0.004914653,0.0015318915,0.0072922143,0.00021761519,0.00017579533,0.0000210987,0.024530036,0.52063596,0.32391813,0.003122912,0.11223357,0.0014061262],"about_ca_topic_score_codex":0.0001551569,"about_ca_topic_score_gemma":0.000018061122,"teacher_disagreement_score":0.5406609,"about_ca_system_score_codex":0.00011056102,"about_ca_system_score_gemma":0.00049150916,"threshold_uncertainty_score":0.9966546},"labels":[],"label_agreement":null},{"id":"W4312684694","doi":"10.1115/ipc2022-87340","title":"Recoating SCC on Gas Pipelines Without Grinding","year":2022,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alberta Energy","funders":"","keywords":"Grinding; Pipeline transport; Pipeline (software); Gas pipeline; Welding; Materials science; Engineering; Forensic engineering; Mechanical engineering; Structural engineering; Metallurgy","score_opus":0.01672106785286675,"score_gpt":0.21842214129292603,"score_spread":0.20170107344005928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312684694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94748753,0.00002457756,0.0011426468,0.00014314802,0.0006179325,0.00009575765,0.0000036554686,0.0005822286,0.049902547],"genre_scores_gemma":[0.99822116,0.0000036199206,0.0005468785,0.0001669946,0.000063955624,0.000024150282,0.0000041413477,0.000017545746,0.0009515838],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942076,0.000025032195,0.0001420035,0.00013002478,0.0001375151,0.00014468098],"domain_scores_gemma":[0.99969256,0.00006696661,0.000012477384,0.00017083064,0.000010986982,0.000046169876],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00020822648,0.00008145524,0.00009234994,0.00005147583,0.00014503716,0.0000230832,0.0000909986,0.000014912121,0.0025521868],"category_scores_gemma":[0.000054773413,0.00007786694,0.000040478757,0.00013183383,0.00000649419,0.00003628691,0.00006510752,0.00017919995,0.000055992805],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016375356,0.00009935768,0.23278798,0.000251173,0.00003835713,0.00003624402,0.0029087935,0.20575973,0.23108429,0.0068115704,0.042176016,0.27788273],"study_design_scores_gemma":[0.001564953,0.00030394044,0.007957554,0.000061576044,0.00002351643,0.000041735784,0.0038924036,0.76873654,0.04839468,0.0008018,0.16696909,0.0012521937],"about_ca_topic_score_codex":0.00001371729,"about_ca_topic_score_gemma":0.000015818236,"teacher_disagreement_score":0.56297684,"about_ca_system_score_codex":0.000078773366,"about_ca_system_score_gemma":0.000006669025,"threshold_uncertainty_score":0.9983596},"labels":[],"label_agreement":null},{"id":"W4312975457","doi":"10.11159/ijci.2022.014","title":"Effect of Corrosion Location and Transverse Reinforcement on Flexural-Ductile Response of Reinforced Concrete Beams","year":2022,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Reinforcement; Flexural strength; Corrosion; Materials science; Reinforced concrete; Transverse plane; Structural engineering; Composite material; Engineering","score_opus":0.004276692383584895,"score_gpt":0.22930528068108172,"score_spread":0.22502858829749683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312975457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947462,0.00008713703,0.0034577185,0.00010467054,0.0011785722,0.00014316871,0.000040733463,0.000014765282,0.00022704779],"genre_scores_gemma":[0.9997109,0.00004482094,0.000077070596,0.0000414011,0.000053747055,0.0000036990025,0.000012756423,0.0000120535,0.00004355032],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984415,0.00014271826,0.0005974629,0.00008702245,0.00064139656,0.00008989941],"domain_scores_gemma":[0.9989034,0.00031255442,0.00032960778,0.00013561895,0.0002552952,0.000063525746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070572924,0.00013368388,0.00026837736,0.00023122487,0.000036467576,0.000011954025,0.00024848385,0.000050990082,0.00062126876],"category_scores_gemma":[0.00021542593,0.00011522174,0.00011339514,0.00013244228,0.0000667832,0.00014514058,0.000051398565,0.00029862265,4.568352e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0075484714,0.0000017847253,0.00023983013,0.00009106993,0.000047872472,0.0000088191955,0.0010096699,0.5906365,0.3963461,0.00023753202,0.0010570325,0.0027753608],"study_design_scores_gemma":[0.006560621,0.0060935346,0.005749615,0.0004190109,0.00010845389,0.00042480903,0.0005784621,0.11893374,0.8555417,0.00012895216,0.0051053036,0.00035580396],"about_ca_topic_score_codex":0.0000060329135,"about_ca_topic_score_gemma":6.3063794e-7,"teacher_disagreement_score":0.47170272,"about_ca_system_score_codex":0.0001758752,"about_ca_system_score_gemma":0.000056450794,"threshold_uncertainty_score":0.68024576},"labels":[],"label_agreement":null},{"id":"W4313426856","doi":"10.1002/fam.3123","title":"Bond behaviour of rebar in concrete at elevated temperatures: A soft computing approach","year":2022,"lang":"en","type":"article","venue":"Fire and Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Rebar; Soft computing; Mean squared error; Regression; Regression analysis; Root mean square; Polynomial; Linear regression; Mathematics; Structural engineering; Polynomial regression; Applied mathematics; Statistics; Computer science; Biological system; Engineering; Artificial intelligence; Mathematical analysis; Artificial neural network","score_opus":0.009789885660867153,"score_gpt":0.2059524291934591,"score_spread":0.19616254353259194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313426856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989631,0.00025803462,0.000012290419,0.000010777542,0.00021659762,0.00018113053,0.00014041971,0.00007638214,0.00014123245],"genre_scores_gemma":[0.99958634,0.000015939078,0.00016907215,0.000033293607,0.000019009243,0.000018488938,0.00008154124,0.000014579627,0.00006172328],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99928576,0.000057978064,0.00027383925,0.00014980785,0.00009055309,0.00014208214],"domain_scores_gemma":[0.9997439,0.000034425895,0.000036419275,0.00013825388,0.000012456455,0.000034576824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002922159,0.00009883896,0.00024910073,0.00003508769,0.00007144432,0.000017644606,0.00007010693,0.000040134935,0.00024792764],"category_scores_gemma":[0.000020207963,0.000098982855,0.000022115752,0.00009221933,0.000022499542,0.00002953811,0.00014438733,0.00007816689,0.0000012750139],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052634015,0.0000044894987,0.002676779,0.00018653412,0.0000046300424,0.0000071841487,0.0009466954,0.000093360024,0.9946973,0.00005123814,0.0011817428,0.00009742386],"study_design_scores_gemma":[0.0031399846,0.00026948086,0.03921968,0.0001430983,0.000053969125,0.0001370706,0.0017973551,0.013571302,0.9343561,0.00009187,0.0062850644,0.00093499955],"about_ca_topic_score_codex":0.000086335334,"about_ca_topic_score_gemma":0.0000028648008,"teacher_disagreement_score":0.06034117,"about_ca_system_score_codex":0.00004121214,"about_ca_system_score_gemma":0.000009853306,"threshold_uncertainty_score":0.40364036},"labels":[],"label_agreement":null},{"id":"W4313496897","doi":"10.32047/cwb.2022.27.2.4","title":"Effect of different cement content and water cement ratio on carbonation depth and probability of carbonation induced corrosion for concrete","year":2022,"lang":"en","type":"article","venue":"Cement Wapno Beton","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Research Council Canada","keywords":"Carbonation; Cement; Corrosion; Materials science; Water–cement ratio; Environmental science; Composite material","score_opus":0.02779324516163768,"score_gpt":0.2339417424096446,"score_spread":0.20614849724800693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313496897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961767,0.00009087545,0.0006058935,0.00009248884,0.0003873795,0.0024502117,0.000048904792,0.000043164895,0.00010435191],"genre_scores_gemma":[0.9991027,0.00002386331,0.000025910913,0.000025383795,0.000015278296,0.00058809866,0.00018031603,0.000018936784,0.000019492101],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984007,0.00017281405,0.00050730247,0.00031643198,0.0003985007,0.00020428536],"domain_scores_gemma":[0.999313,0.00018744462,0.00010583936,0.00023779336,0.000084259074,0.00007168378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007562216,0.00022294473,0.00037032444,0.00010188937,0.0001028147,0.000013769482,0.0000736296,0.000052065796,0.00005301499],"category_scores_gemma":[0.000044729542,0.00017211474,0.0000720606,0.00005741723,0.000042482312,0.00005014259,0.00012715251,0.000114104245,1.8100452e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00074622536,0.000044213168,0.010903776,0.00087979337,0.000029315956,2.4606203e-7,0.0009436797,0.0009522756,0.97460145,0.00046208588,0.000023987848,0.010412958],"study_design_scores_gemma":[0.0035200834,0.0043524816,0.008696715,0.00005227715,0.00010026409,6.1958764e-7,0.00016548521,0.053456645,0.9291203,0.00007839438,0.0002227975,0.00023390749],"about_ca_topic_score_codex":0.000037316986,"about_ca_topic_score_gemma":0.000016836377,"teacher_disagreement_score":0.05250437,"about_ca_system_score_codex":0.00030770706,"about_ca_system_score_gemma":0.000011200676,"threshold_uncertainty_score":0.7018636},"labels":[],"label_agreement":null},{"id":"W4317809692","doi":"10.3390/civileng4010007","title":"Review of Accelerated Bridge Construction Systems for Bridge Superstructures and Their Adaptability for Cold Weather","year":2023,"lang":"en","type":"article","venue":"CivilEng","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Adaptability; Bridge (graph theory); Precast concrete; Cold weather; Forensic engineering; Architectural engineering; Cold climate; Presentation (obstetrics); Climate change; Civil engineering; Engineering; Computer science; Environmental resource management; Environmental science; Meteorology; Geography; Geology; Ecology","score_opus":0.051801073092176034,"score_gpt":0.2656481200782919,"score_spread":0.2138470469861159,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317809692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.953186,0.03580197,0.0062280977,0.00008277238,0.0009913523,0.0023033994,0.0008122617,0.0004496056,0.00014458397],"genre_scores_gemma":[0.9938994,0.005663009,0.00006362265,0.000028273222,0.0000679429,0.00019385364,0.000045668527,0.000025542986,0.000012699924],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992269,0.000031195574,0.00030948268,0.000201749,0.000053769836,0.00017688063],"domain_scores_gemma":[0.9992276,0.00030542118,0.000040257248,0.00023711314,0.00013279809,0.000056852146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039459715,0.00013951851,0.0003388777,0.000042208332,0.000054615262,0.000019302946,0.00007465492,0.00007391639,0.00003405704],"category_scores_gemma":[0.00019990825,0.00011926603,0.00010069051,0.00016899715,0.00006133852,0.00006981017,0.000020834117,0.0000618928,0.0000011798115],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031585357,0.000056820398,0.016345082,0.2858839,0.0003910492,0.0000016727621,0.0028394083,0.0016090774,0.40960076,0.008543751,0.15383717,0.120575435],"study_design_scores_gemma":[0.005680515,0.0004998889,0.15914081,0.0141269695,0.00032921135,0.00006236089,0.0017873723,0.4140943,0.074385904,0.0012420535,0.32654947,0.0021011422],"about_ca_topic_score_codex":0.000017337714,"about_ca_topic_score_gemma":0.000014075628,"teacher_disagreement_score":0.4124852,"about_ca_system_score_codex":0.000035119498,"about_ca_system_score_gemma":0.000020542851,"threshold_uncertainty_score":0.48635274},"labels":[],"label_agreement":null},{"id":"W4318037129","doi":"10.1139/cjce-2022-0405","title":"Evaluation of the CHBDC-simplified method of analysis for transverse wood deck on wood girder bridges","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Atlantic Industries (Canada); Dalhousie University; Stantec (Canada)","funders":"Dalhousie University","keywords":"Structural engineering; Deck; Girder; Transverse plane; Influence line; Bending moment; Finite element method; Engineering; Truck; Bending; Structural load; Parametric statistics; Load distribution; Mathematics; Automotive engineering","score_opus":0.03753304993641398,"score_gpt":0.26794750560742986,"score_spread":0.23041445567101587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318037129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8864742,0.00030946246,0.11168192,0.0001701684,0.00070255564,0.00027032534,0.00009258279,0.00003068951,0.00026811694],"genre_scores_gemma":[0.99957615,0.0000107793785,0.0003177409,0.000008914213,0.00004585773,0.0000068144122,0.0000028723596,0.000022931405,0.0000079099345],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998825,0.000053030362,0.00044822483,0.00008974915,0.00036477568,0.00021921347],"domain_scores_gemma":[0.998852,0.0002308566,0.00009947733,0.00023723068,0.00037837084,0.00020206856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015426103,0.00012464791,0.00033916652,0.00061407435,0.000032398097,0.000012257081,0.00021363929,0.000070997026,0.000115331226],"category_scores_gemma":[0.0006034831,0.00010764224,0.00037762115,0.0009820866,0.00001731081,0.00006383435,0.000004758915,0.00015466975,7.0966524e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006130299,0.000002438002,0.0006283504,0.00007899024,0.0002559965,9.939012e-7,0.0004180013,0.9857791,0.01009244,0.000071395465,0.00029013518,0.0023759988],"study_design_scores_gemma":[0.0009600589,0.000067957844,0.06481248,0.00014949347,0.0012358082,0.000007862714,0.00032933522,0.9109121,0.020067303,0.00011174652,0.0011534801,0.00019238945],"about_ca_topic_score_codex":0.00018318891,"about_ca_topic_score_gemma":0.03234245,"teacher_disagreement_score":0.113102004,"about_ca_system_score_codex":0.00018061281,"about_ca_system_score_gemma":0.00030356742,"threshold_uncertainty_score":0.9853148},"labels":[],"label_agreement":null},{"id":"W4318947531","doi":"10.1016/j.ymssp.2023.110169","title":"Corrosion-related parameter estimation for RC structures using UKF-based Bayesian nonlinear finite element model updating with seismic data","year":2023,"lang":"en","type":"article","venue":"Mechanical Systems and Signal Processing","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Finite element method; Corrosion; Nonlinear system; Structural health monitoring; Bayesian inference; Kalman filter; Engineering; Noise (video); Bayesian probability; Computer science; Materials science; Composite material; Artificial intelligence; Physics","score_opus":0.044792633084447295,"score_gpt":0.277255398028606,"score_spread":0.23246276494415868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318947531","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.121131346,0.000107327985,0.87778103,0.000030084388,0.000087451175,0.00046810776,0.000088207984,0.0003006557,0.000005794283],"genre_scores_gemma":[0.9591572,0.000001943069,0.040410824,0.00003895063,0.00003963818,0.000030101606,0.00026885894,0.000044971992,0.000007487929],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99850386,0.00003932693,0.0004832874,0.00041310315,0.00025093206,0.0003094605],"domain_scores_gemma":[0.9992411,0.00019304267,0.00010675591,0.0002617891,0.00007869613,0.0001186231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056996255,0.0002180996,0.00030166598,0.00008180902,0.00026653518,0.00021414056,0.0001628254,0.00012653245,0.0000079141155],"category_scores_gemma":[0.00008454572,0.00017295293,0.00003356809,0.0002620965,0.00002382807,0.00023662901,0.0000699653,0.00016815134,0.0000012071139],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037676327,0.0000053878152,0.000028805525,0.00065096334,0.000006742334,0.0000019448273,0.000059348688,0.97257894,0.01304811,0.00006484097,0.000022269893,0.0134949405],"study_design_scores_gemma":[0.0005901468,0.000055563254,0.0000037455181,0.00040117654,0.000049888153,0.00000572715,0.00012859267,0.99683774,0.0010328183,0.000616575,0.000032994445,0.00024505056],"about_ca_topic_score_codex":0.000016211843,"about_ca_topic_score_gemma":0.0000059224085,"teacher_disagreement_score":0.83802587,"about_ca_system_score_codex":0.00005274779,"about_ca_system_score_gemma":0.000071399445,"threshold_uncertainty_score":0.7052816},"labels":[],"label_agreement":null},{"id":"W4320488045","doi":"10.14359/51738499","title":"Quantifying Conservativeness of Water-Soluble Chloride Testing","year":2023,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.09819928397588641,"score_gpt":0.2816511724269862,"score_spread":0.18345188845109978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320488045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99695057,0.000022556644,0.0002640052,0.00006369859,0.0022284552,0.00008270897,0.000009956433,0.00022705938,0.00015097711],"genre_scores_gemma":[0.9994748,0.00003932806,0.00025726357,0.000013503849,0.00014007282,0.000006632286,0.000006313793,0.000023185816,0.000038897117],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989877,0.000053353702,0.00044842568,0.00009048986,0.00014271219,0.00027732187],"domain_scores_gemma":[0.99947065,0.00013749729,0.000060916886,0.00014183548,0.00011787866,0.00007119898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009038808,0.000112868205,0.00025686223,0.000092625785,0.00010003576,0.00008646183,0.00014566163,0.000049876846,0.0004392877],"category_scores_gemma":[0.0002097438,0.000086593944,0.000041950614,0.00018643975,0.0000325005,0.00017279916,0.000061812214,0.00009915491,0.000101406426],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002499528,0.0000025263596,0.0028002895,0.00013761426,0.000009719262,0.000018359666,0.00023496572,0.0007578804,0.99538124,0.000020520465,0.00017708208,0.00043483824],"study_design_scores_gemma":[0.00024326202,0.000021230502,0.0052454676,0.000106140586,0.000008129211,0.00006902683,0.00013073214,0.0011131658,0.99185866,0.00020350798,0.0008853166,0.00011533639],"about_ca_topic_score_codex":0.000013383271,"about_ca_topic_score_gemma":0.0000022712734,"teacher_disagreement_score":0.0035225244,"about_ca_system_score_codex":0.000027581555,"about_ca_system_score_gemma":0.000020660982,"threshold_uncertainty_score":0.48098922},"labels":[],"label_agreement":null},{"id":"W4322620220","doi":"10.1016/j.engstruct.2023.115822","title":"Finite element modelling of bridge piers subjected to eccentric load combined with reinforcement corrosion","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Pier; Structural engineering; Finite element method; Reinforcement; Rigidity (electromagnetism); Ductility (Earth science); Materials science; Failure mode and effects analysis; Engineering; Composite material; Creep","score_opus":0.012967704178524836,"score_gpt":0.20231479880862058,"score_spread":0.18934709463009575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322620220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5572888,0.000046817167,0.44120732,0.000019888783,0.00036873913,0.0003168657,0.000017560487,0.00066031056,0.000073697025],"genre_scores_gemma":[0.9975803,0.000033256598,0.002170327,0.000022572027,0.000032918517,0.00002489204,0.00004100262,0.000046998273,0.000047761365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986872,0.000008183344,0.00033434964,0.00021959945,0.00037454264,0.00037613348],"domain_scores_gemma":[0.99930745,0.0000872045,0.0000334017,0.00033604915,0.00008354181,0.00015234503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012443741,0.00024343132,0.0002676934,0.00025044676,0.000041253526,0.000024918007,0.00016643267,0.000062614505,0.00006432878],"category_scores_gemma":[0.00005919146,0.00022093632,0.000059820562,0.00083587976,0.000013607425,0.000057907168,0.000056647492,0.00015831707,0.000012878252],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006932337,0.000002131605,0.00015802498,0.00014808783,0.000014547951,0.0000047617214,0.00043118652,0.9878686,0.010307112,0.00015714641,0.00048400107,0.00035505684],"study_design_scores_gemma":[0.00057884736,0.0001414991,0.0046828063,0.000070800794,0.000016691862,0.0000015566426,0.000029884735,0.95890677,0.03439435,0.000021580656,0.0008809504,0.00027425826],"about_ca_topic_score_codex":0.00002720024,"about_ca_topic_score_gemma":0.0000031057423,"teacher_disagreement_score":0.44029146,"about_ca_system_score_codex":0.00015636944,"about_ca_system_score_gemma":0.000028542307,"threshold_uncertainty_score":0.90095216},"labels":[],"label_agreement":null},{"id":"W4323056537","doi":"10.1016/b978-0-12-821840-2.00010-9","title":"Corrosion of stainless steel reinforcemnt in concrete","year":2023,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Durability; Reinforced concrete; Chloride; Bridge (graph theory); Icing; Forensic engineering; Materials science; Degradation (telecommunications); Metallurgy; Environmental science; Engineering; Composite material; Geology","score_opus":0.017217807411878467,"score_gpt":0.2212178639990385,"score_spread":0.20400005658716003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323056537","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.001854087,0.00040868745,0.000017537532,0.0000071950108,0.0007859659,0.0006265077,0.000095055795,0.00032978263,0.9958752],"genre_scores_gemma":[0.049620707,0.0002987699,0.00005454558,0.00004204297,0.00007466752,0.00003470545,0.000048191177,0.00016330673,0.94966304],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981289,0.000020162668,0.0008427276,0.000339179,0.00035294646,0.00031612036],"domain_scores_gemma":[0.99877584,0.00016577716,0.00014176984,0.00069511647,0.000096467134,0.00012500139],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003506015,0.00042292912,0.00079248345,0.0002766885,0.00002695161,0.000017969895,0.00028019777,0.00044689307,0.00022481859],"category_scores_gemma":[0.00003791888,0.00043364777,0.00024222978,0.00003592826,0.000125205,0.000036016714,0.00015496873,0.0006013256,0.00015476586],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008568662,0.0000010566308,0.000045438584,0.0017602615,0.000033619428,0.00009467391,0.00090548984,0.0004111196,0.00876407,0.01561904,0.00042547804,0.9718541],"study_design_scores_gemma":[0.0014125704,0.00016254545,0.0001462263,0.003358515,0.000101304795,0.00001042202,0.0001205532,0.0062044254,0.002667369,0.004251108,0.9800441,0.0015208261],"about_ca_topic_score_codex":0.0000015410037,"about_ca_topic_score_gemma":0.000043200722,"teacher_disagreement_score":0.97961867,"about_ca_system_score_codex":0.00016969405,"about_ca_system_score_gemma":0.000080259604,"threshold_uncertainty_score":0.99981153},"labels":[],"label_agreement":null},{"id":"W4323056565","doi":"10.1016/b978-0-12-821840-2.00002-x","title":"Chloride corrosion threshold","year":2023,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Reinforcement; Chloride; Materials science; Range (aeronautics); Reinforced concrete; Environmental science; Composite material; Metallurgy","score_opus":0.02122680779655501,"score_gpt":0.22109372960847154,"score_spread":0.19986692181191654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323056565","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00019775232,0.00042190828,0.0000148522795,0.000020316827,0.0026568233,0.00042251355,0.0000599748,0.001514334,0.99469155],"genre_scores_gemma":[0.0057083783,0.0003239368,0.00002914344,0.000119904,0.00039533307,0.000037730926,0.00004925318,0.00025055188,0.99308574],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99840623,0.0000055214487,0.00046903128,0.00042803085,0.000349041,0.00034215997],"domain_scores_gemma":[0.9987917,0.00007893513,0.00006377256,0.0008140314,0.00006073905,0.00019083444],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019132506,0.00049517734,0.0005377065,0.00015278075,0.000078981124,0.00005082018,0.0003003003,0.00045345747,0.00064796885],"category_scores_gemma":[0.000018144321,0.000489556,0.00031842047,0.00001995767,0.00008099702,0.000033519464,0.00015534999,0.00069718726,0.0029491228],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023047542,0.0000015973994,0.000008062464,0.00030476248,0.00002460849,0.000055724635,0.00013431768,0.000052432028,0.0011626807,0.005612372,0.0030917819,0.9895286],"study_design_scores_gemma":[0.0001819071,0.000024483983,0.00001410502,0.00039077274,0.000054901535,0.000007817435,0.0000041362873,0.0006575824,0.00080604525,0.007207233,0.99005896,0.0005920745],"about_ca_topic_score_codex":1.9254784e-7,"about_ca_topic_score_gemma":0.000023271845,"teacher_disagreement_score":0.98893654,"about_ca_system_score_codex":0.00013221265,"about_ca_system_score_gemma":0.00003903897,"threshold_uncertainty_score":0.9997556},"labels":[],"label_agreement":null},{"id":"W4323056607","doi":"10.1016/b978-0-12-821840-2.00001-8","title":"An introduction to corrosion of engineering materials","year":2023,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Service life; Forensic engineering; Nuclear power; Engineering; Reinforced concrete; Materials science; Metallurgy; Mechanical engineering; Physics; Structural engineering","score_opus":0.011539233778296168,"score_gpt":0.21595535317695047,"score_spread":0.2044161193986543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323056607","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.041368756,0.00033379762,0.001085063,0.00022575575,0.02218898,0.0032420754,0.00071832945,0.0048591057,0.9259781],"genre_scores_gemma":[0.0697312,0.00006916612,0.00088491035,0.000046953533,0.002255713,0.00007316525,0.00016718874,0.00041876885,0.9263529],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987027,0.000010507906,0.00050892716,0.0003502499,0.00022042416,0.0002071615],"domain_scores_gemma":[0.9989801,0.0000311637,0.000063852,0.00069330214,0.00008154772,0.00015003224],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026336868,0.00032768745,0.00051542715,0.00023452059,0.000024496128,0.000028625549,0.00019577122,0.00025664552,0.0003740224],"category_scores_gemma":[0.00003441712,0.0003486229,0.000101888225,0.000025868885,0.000022852537,0.000041677748,0.00006768991,0.00020636834,0.00020431071],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021923845,0.0000021194664,9.582034e-7,0.0004544126,0.000013734929,0.000004525948,0.00019741489,0.0011510398,0.5925153,0.002081906,0.0005295961,0.4030271],"study_design_scores_gemma":[0.00019477682,0.00016165136,0.00007656975,0.00046506635,0.00007993235,0.000008951109,0.000010105855,0.0007262976,0.10179337,0.0005687262,0.895095,0.0008195741],"about_ca_topic_score_codex":3.4447933e-7,"about_ca_topic_score_gemma":0.0000039614083,"teacher_disagreement_score":0.8945654,"about_ca_system_score_codex":0.00008894283,"about_ca_system_score_gemma":0.000017387189,"threshold_uncertainty_score":0.9998966},"labels":[],"label_agreement":null},{"id":"W4323056656","doi":"10.1016/b978-0-12-821840-2.00006-7","title":"Practical field implementation of corrosion measurement methods","year":2023,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Giatec Scientific (Canada)","funders":"","keywords":"Field (mathematics); Interpretation (philosophy); Presentation (obstetrics); Computer science; Best practice; Systems engineering; Management science; Engineering; Mathematics; Political science; Programming language; Medicine","score_opus":0.07611453442947624,"score_gpt":0.359099481093097,"score_spread":0.28298494666362073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323056656","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000023981793,0.00019717641,0.005214224,0.000074774965,0.0011642036,0.0005608419,0.000025398866,0.00023185129,0.9925075],"genre_scores_gemma":[0.011954957,0.0003594029,0.018057654,0.00023833687,0.0002916448,0.00012339615,0.00005193739,0.00029279228,0.9686299],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984611,0.000050099236,0.0005860047,0.00026241966,0.00045232053,0.00018805671],"domain_scores_gemma":[0.9989238,0.00023905399,0.00013097309,0.0004434788,0.00016768026,0.00009504916],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00086132874,0.00027276244,0.00042761766,0.00011253994,0.00003543504,0.000016598582,0.00011428164,0.00025772973,0.0013139887],"category_scores_gemma":[0.000083378385,0.00026963215,0.000213488,0.000017214155,0.000033465505,0.00003133172,0.00008625118,0.00037350226,0.0001688262],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000108720715,0.00000158677,0.000013133811,0.00024117375,0.000025261079,0.0000034510435,0.000116344796,0.000002958462,0.004770003,0.0013148347,0.0019175884,0.9915828],"study_design_scores_gemma":[0.0004390642,0.00016078199,0.00013072621,0.00045918624,0.0002573059,0.000008352159,0.00008607262,0.00034283774,0.033659454,0.004666079,0.9591694,0.0006207661],"about_ca_topic_score_codex":0.000001422217,"about_ca_topic_score_gemma":0.000051168052,"teacher_disagreement_score":0.990962,"about_ca_system_score_codex":0.00013669879,"about_ca_system_score_gemma":0.00008689438,"threshold_uncertainty_score":0.99997556},"labels":[],"label_agreement":null},{"id":"W4323267938","doi":"10.1002/suco.202200370","title":"Nonlinear finite element modeling of bridge piers under the combined effect of corrosion, freeze–thaw cycles, and service load","year":2023,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Corrosion; Durability; Service life; Structural engineering; Finite element method; Engineering; Frost (temperature); Nonlinear system; Forensic engineering; Geotechnical engineering; Materials science; Composite material; Reliability engineering","score_opus":0.014890065272518807,"score_gpt":0.2426583181260958,"score_spread":0.227768252853577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323267938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979314,0.00023764824,0.00048594788,0.00017761155,0.00032941205,0.0003660269,0.00017043849,0.0001713344,0.00013016636],"genre_scores_gemma":[0.99961036,0.00006300642,0.000089178415,0.0000989345,0.000031270392,0.00000887611,0.000057458834,0.000027131808,0.000013786107],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986955,0.000088091525,0.00043008476,0.00021753345,0.00030295394,0.00026586666],"domain_scores_gemma":[0.99885833,0.00044000315,0.0000765877,0.0003949544,0.00014176831,0.00008835627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003993928,0.00022665372,0.0003825169,0.000055245204,0.000087153545,0.000019909974,0.0002232878,0.00008432242,0.000060373994],"category_scores_gemma":[0.0000897419,0.00015983607,0.0000943783,0.00038173585,0.00010236651,0.00007724806,0.00014750638,0.00020315325,0.0000062561726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012474551,8.450429e-7,0.028294655,0.0031192189,0.00021533154,0.00001142216,0.00376439,0.22052395,0.736381,0.0007966142,0.0012095051,0.0044356068],"study_design_scores_gemma":[0.0011560788,0.00014759747,0.0060142227,0.00006909483,0.00005307699,0.0000030423544,0.00021538454,0.96016085,0.031753138,0.00019015373,0.000046850815,0.00019049908],"about_ca_topic_score_codex":0.00046911003,"about_ca_topic_score_gemma":0.00009003046,"teacher_disagreement_score":0.7396369,"about_ca_system_score_codex":0.000036843958,"about_ca_system_score_gemma":0.000030460515,"threshold_uncertainty_score":0.6517926},"labels":[],"label_agreement":null},{"id":"W4323655634","doi":"10.1016/j.engstruct.2023.115887","title":"Time-dependent reliability-based charts to evaluate the structural safety of RC wharf decks exposed to corrosion and freeze-thaw effect","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Dalhousie University","keywords":"Wharf; Reliability (semiconductor); Monte Carlo method; Corrosion; Margin (machine learning); Reliability engineering; Engineering; Structural engineering; Sensitivity (control systems); Chart; Computer science; Materials science; Mathematics; Statistics; Composite material","score_opus":0.006106050416398007,"score_gpt":0.22362645970441325,"score_spread":0.21752040928801525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323655634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99285865,0.00009710805,0.004241267,0.00016178696,0.0009989607,0.0008381941,0.00010022846,0.00067720097,0.00002658487],"genre_scores_gemma":[0.9989035,0.000004896026,0.0007712744,0.00007569416,0.000078639765,0.00004959725,0.000023469196,0.000060296028,0.000032600532],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99832755,0.00007691444,0.0003943675,0.00037865294,0.00042013903,0.00040236308],"domain_scores_gemma":[0.9985615,0.00046608396,0.000025701822,0.0006451718,0.000068658504,0.00023290832],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00061246863,0.00035014606,0.00040385575,0.00019528889,0.00010312314,0.000050372873,0.0002986791,0.000114231945,0.00017496129],"category_scores_gemma":[0.00045277656,0.0002567748,0.000106462285,0.00048128268,0.00004346129,0.00006620627,0.00014186151,0.0002593297,0.000042994925],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009159983,9.556474e-7,0.0006178504,0.00017014433,0.0000083746145,0.000002499324,0.00046531617,0.65747803,0.3384004,0.000024079109,0.0008265658,0.0019141982],"study_design_scores_gemma":[0.0011861599,0.00027770383,0.13024151,0.0001698323,0.000059448023,0.000010026576,0.000061926105,0.42621773,0.43968257,0.00010627722,0.0013071359,0.0006796687],"about_ca_topic_score_codex":0.000022354947,"about_ca_topic_score_gemma":0.000007254736,"teacher_disagreement_score":0.2312603,"about_ca_system_score_codex":0.00008140453,"about_ca_system_score_gemma":0.000019163379,"threshold_uncertainty_score":0.99998844},"labels":[],"label_agreement":null},{"id":"W4323663983","doi":"10.3390/su15064824","title":"Machine Learning-Based Flexural Capacity Prediction of Corroded RC Beams with an Efficient and User-Friendly Tool","year":2023,"lang":"en","type":"article","venue":"Sustainability","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Qatar National Research Fund; Fonds National de la Recherche Luxembourg; Qatar Foundation","keywords":"Overfitting; Support vector machine; Boosting (machine learning); Gradient boosting; Mean squared error; Computer science; Hyperparameter optimization; Artificial intelligence; Machine learning; Mean absolute percentage error; Decision tree; Hyperparameter; Reinforcement learning; Random forest; Mathematics; Statistics; Artificial neural network","score_opus":0.008379569594862604,"score_gpt":0.21276827547391874,"score_spread":0.20438870587905614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323663983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98955375,0.00002327165,0.0087311035,0.00008463081,0.00011007751,0.00056005974,0.00007941341,0.00080355426,0.00005415933],"genre_scores_gemma":[0.99956965,0.0000021787462,0.00022488063,0.000007003505,0.000015991463,0.00003881828,0.000065105334,0.000023459019,0.000052933996],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986114,0.0001408715,0.00030417982,0.00035476283,0.000262927,0.0003258852],"domain_scores_gemma":[0.99884707,0.000114263676,0.000047491616,0.00046443133,0.00039291757,0.0001338244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007485412,0.0001947349,0.00026518462,0.00010283937,0.00012301412,0.000026358786,0.000101670186,0.000092924856,0.000043888613],"category_scores_gemma":[0.0006254649,0.00016847673,0.00005576517,0.0004879512,0.00024157659,0.000109976885,0.00004659533,0.00027151583,0.0000018155447],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044849695,0.00012184564,0.30336106,0.001433792,0.000014536152,0.0000084263775,0.001148211,0.68856496,0.0018247131,0.00034299833,0.0000852642,0.0026456933],"study_design_scores_gemma":[0.000751084,0.00054224685,0.2587381,0.0000134676275,0.000019552042,0.0000022819295,0.0006560105,0.73673236,0.0017162352,0.00011646,0.0005442949,0.00016793935],"about_ca_topic_score_codex":0.00022284771,"about_ca_topic_score_gemma":0.000079340614,"teacher_disagreement_score":0.048167363,"about_ca_system_score_codex":0.0003270748,"about_ca_system_score_gemma":0.000116040384,"threshold_uncertainty_score":0.68702817},"labels":[],"label_agreement":null},{"id":"W4361302187","doi":"10.1016/j.engstruct.2023.116040","title":"Gaussian process regression-based load-carrying capacity models of corroded prestressed concrete bridge girders for fast-screening and reliability-based evaluation","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario; University of Alberta","funders":"","keywords":"Girder; Structural engineering; Corrosion; Precast concrete; Prestressed concrete; Kriging; Engineering; Geotechnical engineering; Computer science; Materials science; Composite material","score_opus":0.028280634789393234,"score_gpt":0.27648449424659,"score_spread":0.24820385945719675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361302187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73607445,0.00012105819,0.2618029,0.000060243645,0.00029964966,0.00080021855,0.00012717745,0.0006836943,0.000030580133],"genre_scores_gemma":[0.9902039,0.0000041535645,0.009382765,0.000021726817,0.00004950162,0.00017139863,0.00009212946,0.00007146734,0.000002949504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981386,0.000050112714,0.00045098798,0.00043565425,0.0005272074,0.0003974176],"domain_scores_gemma":[0.99864537,0.00042146904,0.000095046875,0.00043861318,0.000249559,0.00014997038],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006149111,0.000347616,0.00041584446,0.00020741935,0.00010690068,0.000046431895,0.00018605344,0.0002376865,0.00001837816],"category_scores_gemma":[0.00068475807,0.00033368845,0.00012761792,0.00039216023,0.00008246417,0.00016535897,0.000024671617,0.00031375772,3.3587457e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058647485,0.0000013702227,0.00023183961,0.0012601409,0.000013275751,6.853177e-7,0.00043556376,0.9736537,0.023106076,0.000079268255,0.000106919804,0.0010525207],"study_design_scores_gemma":[0.0013050226,0.00004019883,0.006896643,0.00024595324,0.00005262218,9.088288e-7,0.00007070898,0.9553441,0.03497032,0.0007141956,0.00003028773,0.00032905734],"about_ca_topic_score_codex":0.000032748678,"about_ca_topic_score_gemma":0.0000026667906,"teacher_disagreement_score":0.25412944,"about_ca_system_score_codex":0.0001337028,"about_ca_system_score_gemma":0.00012138812,"threshold_uncertainty_score":0.9999115},"labels":[],"label_agreement":null},{"id":"W4365385569","doi":"10.5957/issc-2022-committee-vol-1","title":"Proceedings of the 21st International Ship and Offshore Structures Congress VOLUME 1 Technical Committee Reports","year":2022,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Management; Humanities; Art history; Engineering; Library science; Art; Philosophy; Computer science","score_opus":0.00908436890226109,"score_gpt":0.21221149510532597,"score_spread":0.2031271262030649,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4365385569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97732854,0.0000418546,0.000009589615,0.00044559885,0.00057568005,0.00013309979,0.000011836313,0.000108072614,0.021345716],"genre_scores_gemma":[0.9993686,0.0000030515887,0.00010897287,0.000058338468,0.000018174645,0.000014905919,0.0000022370446,0.0000071241884,0.00041856937],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99943626,0.0000050499752,0.00018391554,0.00010917736,0.00019741092,0.00006818163],"domain_scores_gemma":[0.9997641,0.000020358677,0.000036226786,0.000109813904,0.00004226492,0.00002725422],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014540344,0.000061685234,0.000088410176,0.000024400977,0.00005916078,0.000018916278,0.00015354023,0.000025894233,0.00095630315],"category_scores_gemma":[0.00006339279,0.00004529681,0.000036629615,0.00008111844,0.00006874286,0.000039389426,0.00025589557,0.00017772018,1.8323378e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031367177,0.000022236356,0.84673434,0.00010117195,0.000026702393,0.00000580453,0.00043820255,0.0003116871,0.06904764,0.018287586,0.061052013,0.003941225],"study_design_scores_gemma":[0.00045529736,0.00008114141,0.84006965,0.000022696471,0.000029841487,0.0006202818,0.002626468,0.013614225,0.017915934,0.00478001,0.11939723,0.00038723403],"about_ca_topic_score_codex":0.000008460534,"about_ca_topic_score_gemma":0.000011673857,"teacher_disagreement_score":0.05834522,"about_ca_system_score_codex":0.00003537126,"about_ca_system_score_gemma":0.0000075385474,"threshold_uncertainty_score":0.99995697},"labels":[],"label_agreement":null},{"id":"W4365452865","doi":"10.1016/j.ijfatigue.2023.107680","title":"Probabilistic fatigue life prediction for RC beams under chloride environment considering the statistical uncertainty by Bayesian updating","year":2023,"lang":"en","type":"article","venue":"International Journal of Fatigue","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Natural Science Foundation of China","keywords":"Markov chain Monte Carlo; Probabilistic logic; Bayesian inference; Bayesian probability; Statistical inference; Statistical model; Posterior probability; Monte Carlo method; Computer science; Mathematics; Statistics; Machine learning; Artificial intelligence","score_opus":0.03519897960844042,"score_gpt":0.2777259812298654,"score_spread":0.242527001621425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4365452865","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18898316,0.00009075723,0.8047065,0.0029596034,0.0020989385,0.0003785119,0.00041986903,0.00012192033,0.00024072138],"genre_scores_gemma":[0.99815077,0.00007293716,0.0011543178,0.00013890675,0.00031091156,0.000033256838,0.000090909096,0.000023601013,0.000024370562],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984653,0.000045944846,0.0006474834,0.00014120583,0.00050448213,0.0001956132],"domain_scores_gemma":[0.9984983,0.000926872,0.00015588621,0.00013060124,0.00015459303,0.00013372352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005913286,0.00014468114,0.00018127526,0.00008685912,0.00008705661,0.00008672332,0.0002812185,0.000057421523,0.00017316436],"category_scores_gemma":[0.0008239444,0.00011189424,0.00010317278,0.00007714534,0.00008170687,0.00014753132,0.000046383775,0.00023916435,0.0000073414326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015015139,0.000037479946,0.0015422335,0.000063722255,0.00024230829,0.000013316116,0.00044255893,0.9611571,0.0061125183,0.004407204,0.017255122,0.008576328],"study_design_scores_gemma":[0.0017871434,0.00018375136,0.0057584685,0.00020102973,0.00008537131,0.000064768115,0.0018183738,0.9628041,0.002820798,0.008135117,0.015999492,0.00034159748],"about_ca_topic_score_codex":0.00001394042,"about_ca_topic_score_gemma":0.0000046631503,"teacher_disagreement_score":0.8091676,"about_ca_system_score_codex":0.0002568306,"about_ca_system_score_gemma":0.00007727197,"threshold_uncertainty_score":0.45629147},"labels":[],"label_agreement":null},{"id":"W4366492310","doi":"10.11159/icsect23.117","title":"Effect of Reinforcement Corrosion on Axial and Flexural Performance of R.C. Columns","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Corrosion; Flexural strength; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.004099205642505374,"score_gpt":0.18579762022004578,"score_spread":0.1816984145775404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366492310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989515,0.000056071334,0.0000012701971,0.0000118160715,0.0004045072,0.00025716785,0.000019087927,0.000057777474,0.00024083586],"genre_scores_gemma":[0.9996236,0.0001603483,0.000016406395,0.0000047330273,0.000016278314,0.000011798569,0.0000038189287,0.000020349147,0.00014264193],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991552,0.0000035691562,0.00026953264,0.00015908793,0.00023424652,0.00017836996],"domain_scores_gemma":[0.9996608,0.00008883386,0.00008203293,0.0001037564,0.0000067040164,0.000057857527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001337783,0.00019866893,0.00028101998,0.00011543999,0.000053573825,0.000011732996,0.00013477253,0.000043432643,0.000022084085],"category_scores_gemma":[0.000022009812,0.0001500187,0.0000610563,0.00015602715,0.000121245495,0.00009973181,0.00012376097,0.00014506794,7.0183603e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037780436,0.000006062775,0.03420617,0.002217608,0.00003114545,3.6993018e-7,0.000227188,0.06970267,0.8874699,0.00033467147,0.0002227288,0.005203709],"study_design_scores_gemma":[0.00074732007,0.00054832763,0.051022038,0.00046995294,0.000031893273,0.000004099241,0.000050317474,0.293927,0.65286756,0.0000075086023,0.00012209099,0.00020190513],"about_ca_topic_score_codex":0.0000033054328,"about_ca_topic_score_gemma":0.000001622637,"teacher_disagreement_score":0.23460235,"about_ca_system_score_codex":0.000040867966,"about_ca_system_score_gemma":0.000001446538,"threshold_uncertainty_score":0.61175853},"labels":[],"label_agreement":null},{"id":"W4366766954","doi":"10.1016/j.soildyn.2023.107975","title":"Fragility framework for corroded steel moment-resisting frame buildings subjected to mainshock-aftershock sequences","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; OpenSees; Aftershock; Randomness; Structural engineering; Latin hypercube sampling; Moment (physics); Corrosion; Engineering; Geology; Geotechnical engineering; Reinforced concrete; Mathematics; Seismology; Materials science; Monte Carlo method; Statistics; Physics; Composite material","score_opus":0.010533124347433401,"score_gpt":0.2231984533869869,"score_spread":0.2126653290395535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366766954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7810496,0.00007750584,0.21633746,0.00023872763,0.00069798745,0.00035495858,0.000119249285,0.0010750069,0.00004951764],"genre_scores_gemma":[0.98890847,0.00005490849,0.010479234,0.00008160466,0.00011299349,0.00011393323,0.000061058985,0.00007664787,0.00011113741],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982233,0.000015363783,0.000399726,0.00046321366,0.00021910352,0.0006792958],"domain_scores_gemma":[0.99870795,0.00044128357,0.00003356398,0.0003600228,0.00007769455,0.0003795068],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000433012,0.00033813444,0.0003710589,0.00023402464,0.0001758182,0.00014815854,0.00018974766,0.00020855597,0.000023622162],"category_scores_gemma":[0.00059463386,0.00037706978,0.00011838434,0.0007053005,0.000031055,0.00012038505,0.000103035585,0.00034292164,0.000017020497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096458505,0.00002074019,0.012242084,0.0013791593,0.0000989698,0.000021801801,0.0019681596,0.9008431,0.025022954,0.018047912,0.00038895852,0.03986971],"study_design_scores_gemma":[0.00025671226,0.00005457498,0.03903439,0.00015964525,0.000017171998,0.0000036048507,0.00025405496,0.95709836,0.00049857557,0.00072002335,0.0014166642,0.00048623935],"about_ca_topic_score_codex":0.000028047958,"about_ca_topic_score_gemma":0.00011719589,"teacher_disagreement_score":0.20785889,"about_ca_system_score_codex":0.00013585146,"about_ca_system_score_gemma":0.000025075926,"threshold_uncertainty_score":0.9998681},"labels":[],"label_agreement":null},{"id":"W4367365834","doi":"10.1016/j.conbuildmat.2023.131514","title":"Assessment of corrosion prevention methods for steel reinforcement embedded in concrete exposed to a natural marine environment","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Corrosion; Silica fume; Durability; Fly ash; Materials science; Cementitious; Metallurgy; Reinforcement; Chloride; Pitting corrosion; Composite material; Cement","score_opus":0.021315499339588314,"score_gpt":0.3241651105344816,"score_spread":0.3028496111948933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367365834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91847247,0.000012226464,0.07961757,0.000022336071,0.0010124306,0.00069497153,0.000014854401,0.00009532399,0.000057840225],"genre_scores_gemma":[0.89737165,0.000067204914,0.102291346,0.000012291626,0.000024473524,0.00012053017,0.00004289579,0.000012186215,0.000057433015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990172,0.000077657874,0.00045410017,0.00019602719,0.000089774025,0.00016528615],"domain_scores_gemma":[0.99960935,0.00009499169,0.00007146948,0.00014597471,0.000023390401,0.00005483357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007455338,0.00012680131,0.00028130913,0.00016672096,0.000039326726,0.000031897835,0.00005212044,0.00006005555,0.00021401678],"category_scores_gemma":[0.00005866944,0.00012536207,0.000040537547,0.00012949281,0.000035581314,0.00007505694,0.00009025865,0.000044659788,0.0000020146708],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047920024,0.0000013276301,0.00030422292,0.00015902836,0.0000047286744,2.0080049e-7,0.00007045605,0.0009174644,0.9752003,0.00079973455,0.000030268226,0.022464367],"study_design_scores_gemma":[0.0009815521,0.00009109992,0.0056393617,0.000090573216,0.000015079671,0.000004100975,0.0001920568,0.021451462,0.9702409,0.00031122047,0.00082498475,0.00015764513],"about_ca_topic_score_codex":0.0000031012978,"about_ca_topic_score_gemma":8.3933224e-7,"teacher_disagreement_score":0.022673776,"about_ca_system_score_codex":0.000085573636,"about_ca_system_score_gemma":0.000011129912,"threshold_uncertainty_score":0.5112117},"labels":[],"label_agreement":null},{"id":"W4367553915","doi":"10.1061/9780784484777.010","title":"Multi-Hazard Resilience Assessment of Base-Isolated Bridges","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Base isolation; Resilience (materials science); Bridge (graph theory); Engineering; Structural engineering; Hazard; Forensic engineering; Natural hazard; Reliability engineering; Environmental science; Computer science; Materials science; Geology; Telecommunications","score_opus":0.026198863461629928,"score_gpt":0.2887031286030766,"score_spread":0.2625042651414467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367553915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9623187,0.00002085325,0.033248972,0.00008708604,0.00022045776,0.00010865952,0.000010298738,0.00082676124,0.0031581772],"genre_scores_gemma":[0.9970788,0.00003768033,0.002236833,0.000018781218,0.000007010062,0.000006332785,0.000005760429,0.000009843659,0.00059899746],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942976,0.000016964294,0.00017691762,0.00012134168,0.000116047566,0.00013896349],"domain_scores_gemma":[0.9995796,0.0000822094,0.000012157527,0.00023531225,0.000036567817,0.000054126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016991358,0.00007231793,0.00011740426,0.00005936267,0.000019510067,0.000008651727,0.00009708828,0.000035304045,0.0003321838],"category_scores_gemma":[0.0000486763,0.000064835695,0.00004299881,0.0002949082,0.000024224959,0.000050011207,0.000039717757,0.000069783746,0.00006495283],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009828322,0.000030260626,0.09673451,0.00021208284,0.000014533189,0.000012573678,0.00019198029,0.044544786,0.84021455,0.0003273106,0.009160016,0.0085475715],"study_design_scores_gemma":[0.00014266727,0.000014672059,0.24737373,0.000009953865,0.0000022435331,4.994022e-7,0.0000722571,0.7409393,0.011060063,0.000004569062,0.00031285585,0.000067186156],"about_ca_topic_score_codex":0.000024418901,"about_ca_topic_score_gemma":0.000046208555,"teacher_disagreement_score":0.8291545,"about_ca_system_score_codex":0.000027023789,"about_ca_system_score_gemma":0.000016922371,"threshold_uncertainty_score":0.36371794},"labels":[],"label_agreement":null},{"id":"W4367625027","doi":"10.3390/coatings13050850","title":"Steel Bridge-Coating Systems and Their Environmental Impacts: Current Practices and Future Trends","year":2023,"lang":"en","type":"article","venue":"Coatings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University; National Research Council Canada","funders":"","keywords":"Bridge (graph theory); Life-cycle assessment; Service life; Bridge maintenance; Ecological footprint; Environmental impact assessment; Coating; Environmental science; Engineering; Sustainability; Materials science; Reliability engineering","score_opus":0.02314478589334698,"score_gpt":0.2557635215297989,"score_spread":0.23261873563645194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367625027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99261886,0.0058412203,0.00003717156,0.00014502084,0.0004930975,0.00009955497,0.000047899062,0.00032826338,0.0003889407],"genre_scores_gemma":[0.9983857,0.0012134548,0.000015821193,0.000014803923,0.0002495065,0.000015310205,0.000026400434,0.000021989252,0.00005695929],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99925965,0.000033193286,0.00019401098,0.00020737207,0.000100423684,0.00020536438],"domain_scores_gemma":[0.9994559,0.00017326533,0.000099877754,0.00015012683,0.0000065647523,0.00011425741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026271268,0.00015853476,0.00016465595,0.00007002875,0.0001060846,0.000113721755,0.00005823346,0.00005311422,0.000023610892],"category_scores_gemma":[0.000072895185,0.00013229424,0.000027188546,0.0001438313,0.000039648636,0.00019741827,0.00008047476,0.00017928526,0.00001150167],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022632388,0.000021855267,0.06106053,0.0010221858,0.000027435379,0.000007966497,0.013414061,0.00013555594,0.31657583,0.00008860874,0.0074702282,0.6001531],"study_design_scores_gemma":[0.0014723496,0.00016784863,0.5297207,0.00030668871,0.000059364585,0.000115697476,0.01706111,0.2019226,0.004993539,0.000033707107,0.24309823,0.0010481767],"about_ca_topic_score_codex":0.000016843529,"about_ca_topic_score_gemma":0.0000049654495,"teacher_disagreement_score":0.59910494,"about_ca_system_score_codex":0.000035129095,"about_ca_system_score_gemma":0.0000050775725,"threshold_uncertainty_score":0.53948027},"labels":[],"label_agreement":null},{"id":"W4368407236","doi":"10.1016/j.cemconres.2023.107186","title":"Electrochemical activation of oxidation of sulfide-bearing aggregates in concrete specimens","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"National Research Council Canada","keywords":"Sulfide; Chloride; Ettringite; Electrochemistry; Materials science; Corrosion; Cracking; Inorganic chemistry; Iron sulfide; Redox; Chemistry; Chemical engineering; Metallurgy; Composite material; Sulfur; Cement; Electrode; Portland cement","score_opus":0.05238193560290213,"score_gpt":0.3122177507143579,"score_spread":0.2598358151114558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4368407236","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99765766,0.0002546259,0.0000920269,0.000083558625,0.000026775526,0.00024331796,0.0000025478448,0.00005072835,0.0015887748],"genre_scores_gemma":[0.99908864,0.0007090345,0.000054159227,0.0000029528878,0.000021680054,0.000020903903,0.00003094619,0.0000116649635,0.000059996728],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988208,0.00007150012,0.00030611522,0.00017136485,0.00034103816,0.00028922362],"domain_scores_gemma":[0.99922186,0.00039171535,0.000031504598,0.00016818488,0.00012844094,0.00005828375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009484999,0.00008584399,0.00019426532,0.00029086965,0.000030623218,0.000014523281,0.00009742271,0.00007121189,0.000080947124],"category_scores_gemma":[0.00021159425,0.00008789701,0.000031092753,0.00068344706,0.000113491325,0.000092452574,0.0000857355,0.00020694915,0.000007234496],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005525926,5.0990366e-7,0.0038697931,0.00014143852,0.000008110582,7.259378e-7,0.00027840992,0.000009672689,0.9929581,0.00081235863,0.00005579628,0.0018097912],"study_design_scores_gemma":[0.0005315823,0.00008362021,0.0063445563,0.00011234238,0.0000030154908,3.7721333e-7,0.00041244537,0.015671074,0.97611505,0.00028825656,0.00034778164,0.000089917165],"about_ca_topic_score_codex":0.000041090512,"about_ca_topic_score_gemma":0.000003828325,"teacher_disagreement_score":0.016843103,"about_ca_system_score_codex":0.000068242174,"about_ca_system_score_gemma":0.000031392094,"threshold_uncertainty_score":0.3584336},"labels":[],"label_agreement":null},{"id":"W4379379471","doi":"10.21838/uhpc.16685","title":"Impact of Flexural Loading Induced Cracks on Chloride Penetration of UHPC","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Chloride; Corrosion; Materials science; Penetration (warfare); Composite material; Flexural strength; Reinforced concrete; Penetration depth; Structural engineering; Engineering; Metallurgy","score_opus":0.03473962575204325,"score_gpt":0.296629717223167,"score_spread":0.26189009147112374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379379471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99355143,0.0000031023185,0.00015097931,0.000012214871,0.00015186676,0.00007695255,0.000004549708,0.00018402243,0.0058648563],"genre_scores_gemma":[0.99984324,0.0000053163826,0.000017566606,0.000004249098,0.00002075169,0.000002274393,0.0000071060936,0.000009043215,0.00009046597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995061,0.000008543672,0.00019434452,0.000077103585,0.00010790846,0.0001059813],"domain_scores_gemma":[0.99966174,0.00007878004,0.000023271077,0.00016185072,0.000035013512,0.000039323135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000119071214,0.00007202753,0.00012796321,0.0000960165,0.000011336766,0.000005673626,0.0000568218,0.000046002628,0.00035125404],"category_scores_gemma":[0.000074608986,0.000059752572,0.00008565295,0.00026672977,0.000008927824,0.000064610205,0.0000131375955,0.0000668951,0.0000384214],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034491517,0.0000060287052,0.010750285,0.00003826158,0.0000093434555,5.115216e-7,0.00017170937,0.0059205433,0.9797938,0.00015223377,0.00039362532,0.0027291847],"study_design_scores_gemma":[0.00019654592,0.00013573194,0.3174073,0.000019569181,0.0000038048404,4.06283e-7,0.000053256063,0.04818382,0.6338492,0.00006204003,0.00000868211,0.00007963768],"about_ca_topic_score_codex":0.000106514744,"about_ca_topic_score_gemma":0.000021955384,"teacher_disagreement_score":0.34594458,"about_ca_system_score_codex":0.000046009027,"about_ca_system_score_gemma":0.000015963267,"threshold_uncertainty_score":0.38459852},"labels":[],"label_agreement":null},{"id":"W4379794628","doi":"10.1002/maco.202313765","title":"The anoxic corrosion of mild steel in a cementitious repository environment","year":2023,"lang":"en","type":"article","venue":"Materials and Corrosion","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Corrosion; Anoxic waters; Cementitious; Cement; Radioactive waste; Environmental science; Materials science; Hydrogen; Metallurgy; Waste management; Environmental chemistry; Engineering; Chemistry","score_opus":0.009575162671374867,"score_gpt":0.1939502219932329,"score_spread":0.18437505932185802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379794628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982479,0.00032912847,0.00008507716,0.00003525494,0.00078904256,0.00021203258,0.000017623353,0.000090784735,0.00019314556],"genre_scores_gemma":[0.99820256,0.0014481604,0.000011532459,0.000012440498,0.000022912285,0.000036079407,0.00001340502,0.000014128822,0.00023878898],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916285,0.000052712167,0.00032618264,0.00015134766,0.00013417567,0.0001727162],"domain_scores_gemma":[0.9996221,0.00006351327,0.000042136857,0.00022524089,0.000008681784,0.000038349754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003079452,0.00010678742,0.00016108036,0.000047962327,0.00010423148,0.000043253975,0.00008089199,0.000058235462,0.000058994294],"category_scores_gemma":[0.000011276935,0.000079674195,0.000025633879,0.00009487647,0.00005336427,0.00004986247,0.000091827715,0.000046018064,0.00002239967],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039933948,0.000007712034,0.00079272507,0.00006603817,4.3865683e-7,0.000002995454,0.0001449424,0.00018400465,0.9975384,0.0000476757,0.00050230615,0.00067282864],"study_design_scores_gemma":[0.00066635804,0.000114209266,0.03652346,0.00014090334,0.000011241061,0.000005321246,0.00035763002,0.004917644,0.95316225,0.00022086955,0.0036729989,0.0002071109],"about_ca_topic_score_codex":0.000023321598,"about_ca_topic_score_gemma":0.0000131029165,"teacher_disagreement_score":0.044376146,"about_ca_system_score_codex":0.000032409014,"about_ca_system_score_gemma":0.0000048717557,"threshold_uncertainty_score":0.32490194},"labels":[],"label_agreement":null},{"id":"W4380631559","doi":"10.5006/4167","title":"Durability in Design of Light Rail Reinforced Concrete Structures","year":2023,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Vancouver Island University","funders":"","keywords":"Durability; Corrosion; Stray voltage; Welding; Engineering; Light rail; Forensic engineering; Civil engineering; Environmental science; Materials science; Mechanical engineering; Transport engineering; Composite material; Public transport","score_opus":0.020926409653158826,"score_gpt":0.23192564686204112,"score_spread":0.2109992372088823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380631559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98743737,0.00011017581,0.010165798,0.000063230604,0.00063266826,0.00040615106,0.000010877125,0.00053860893,0.0006351129],"genre_scores_gemma":[0.9994718,0.000059386442,0.00022210542,0.000020986752,0.000020505393,0.000019013716,0.000015438221,0.000021463642,0.00014931837],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988463,0.00007495575,0.00042212268,0.00021410707,0.00018974804,0.00025274968],"domain_scores_gemma":[0.99916476,0.0002400395,0.000042337924,0.00041951647,0.000053139265,0.00008022783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044290564,0.0001583597,0.00027998255,0.00015421247,0.000034129735,0.000013189976,0.00017550294,0.00013166196,0.00020021184],"category_scores_gemma":[0.0003168372,0.00014569904,0.000072585455,0.00060003594,0.000051517512,0.00010062704,0.00006802586,0.00016990755,0.000057802365],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007483924,5.2902186e-7,0.0022538968,0.00011764471,5.936042e-7,0.0000047443687,0.00043520806,0.020933315,0.97299486,0.00015913838,0.002126759,0.0008984692],"study_design_scores_gemma":[0.001115504,0.00010608444,0.022569606,0.00011181132,0.000009732616,0.00000383499,0.0001654795,0.37286124,0.60084146,0.0006519229,0.0011787856,0.00038451204],"about_ca_topic_score_codex":0.000016420454,"about_ca_topic_score_gemma":0.000005860445,"teacher_disagreement_score":0.37215337,"about_ca_system_score_codex":0.00006947777,"about_ca_system_score_gemma":0.00002683529,"threshold_uncertainty_score":0.59414345},"labels":[],"label_agreement":null},{"id":"W4381189509","doi":"10.32920/23542020","title":"Development of a Sulfide-Bearing Aggregate Oxidation Test in Concrete","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Mortar; Aggregate (composite); Sulfate; Sulfide; Relative humidity; Bearing (navigation); Bar (unit); Materials science; Geotechnical engineering; Composite material; Metallurgy; Engineering; Geology; Computer science","score_opus":0.03837975094403914,"score_gpt":0.25309869789663747,"score_spread":0.21471894695259833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381189509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923129,0.00007098178,0.0038705654,0.000030911906,0.0004582785,0.0003226193,0.00000951425,0.00052868755,0.0023955363],"genre_scores_gemma":[0.9906269,0.00006914103,0.008807085,0.00000786174,0.000018979044,0.000059348946,0.00006348543,0.0000387049,0.0003085166],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99863654,0.000016632595,0.0006694867,0.00029084197,0.00018333827,0.00020314105],"domain_scores_gemma":[0.999251,0.0001852179,0.00007583172,0.00037284082,0.00005470002,0.00006038976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004433785,0.0002086882,0.000350177,0.00020992455,0.000016503158,0.000026533358,0.00019638406,0.00020346644,0.00012068113],"category_scores_gemma":[0.00023925198,0.00022031288,0.000067285764,0.00019427533,0.000021389933,0.00004120176,0.00040082276,0.00035450334,0.00007512063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040093662,0.000016491507,0.045411203,0.0047385935,0.00008800672,0.00003004876,0.0069508054,0.01673177,0.8753217,0.00036422157,0.0008052485,0.049501803],"study_design_scores_gemma":[0.0010845108,0.000020820453,0.1193198,0.002147279,0.000027661355,0.0000024552241,0.0005578899,0.19002303,0.6815202,0.0007002037,0.0032655408,0.0013305884],"about_ca_topic_score_codex":0.00010704746,"about_ca_topic_score_gemma":0.0005424237,"teacher_disagreement_score":0.19380149,"about_ca_system_score_codex":0.00018359005,"about_ca_system_score_gemma":0.00011262214,"threshold_uncertainty_score":0.89840984},"labels":[],"label_agreement":null},{"id":"W4381192774","doi":"10.32920/23542020.v1","title":"Development of a Sulfide-Bearing Aggregate Oxidation Test in Concrete","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Mortar; Aggregate (composite); Sulfate; Sulfide; Relative humidity; Bearing (navigation); Bar (unit); Materials science; Geotechnical engineering; Composite material; Metallurgy; Engineering; Geology; Computer science; Thermodynamics","score_opus":0.03837975094403914,"score_gpt":0.25309869789663747,"score_spread":0.21471894695259833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381192774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923129,0.00007098178,0.0038705654,0.000030911906,0.0004582785,0.0003226193,0.00000951425,0.00052868755,0.0023955363],"genre_scores_gemma":[0.9906269,0.00006914103,0.008807085,0.00000786174,0.000018979044,0.000059348946,0.00006348543,0.0000387049,0.0003085166],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99863654,0.000016632595,0.0006694867,0.00029084197,0.00018333827,0.00020314105],"domain_scores_gemma":[0.999251,0.0001852179,0.00007583172,0.00037284082,0.00005470002,0.00006038976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004433785,0.0002086882,0.000350177,0.00020992455,0.000016503158,0.000026533358,0.00019638406,0.00020346644,0.00012068113],"category_scores_gemma":[0.00023925198,0.00022031288,0.000067285764,0.00019427533,0.000021389933,0.00004120176,0.00040082276,0.00035450334,0.00007512063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040093662,0.000016491507,0.045411203,0.0047385935,0.00008800672,0.00003004876,0.0069508054,0.01673177,0.8753217,0.00036422157,0.0008052485,0.049501803],"study_design_scores_gemma":[0.0010845108,0.000020820453,0.1193198,0.002147279,0.000027661355,0.0000024552241,0.0005578899,0.19002303,0.6815202,0.0007002037,0.0032655408,0.0013305884],"about_ca_topic_score_codex":0.00010704746,"about_ca_topic_score_gemma":0.0005424237,"teacher_disagreement_score":0.19380149,"about_ca_system_score_codex":0.00018359005,"about_ca_system_score_gemma":0.00011262214,"threshold_uncertainty_score":0.89840984},"labels":[],"label_agreement":null},{"id":"W4381988369","doi":"10.1016/j.soildyn.2023.108105","title":"Fuzzy-logic framework for updating the seismic fragility of deteriorating bridges via visual inspections","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Government of Ontario; McMaster University","keywords":"Fragility; Bridge (graph theory); Vulnerability (computing); Fuzzy logic; Vulnerability assessment; Ranking (information retrieval); Computer science; Parameterized complexity; Incremental Dynamic Analysis; Set (abstract data type); Engineering; Seismic analysis; Reliability engineering; Forensic engineering; Structural engineering; Artificial intelligence; Algorithm; Computer security","score_opus":0.009447550115281637,"score_gpt":0.23303507217968936,"score_spread":0.2235875220644077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381988369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73469675,0.00007659832,0.2641391,0.00009182741,0.00037605403,0.00015280784,0.0000323304,0.00037951875,0.000055016702],"genre_scores_gemma":[0.9976059,0.000060293372,0.0021146194,0.000023305785,0.00008680152,0.000038005648,0.000026194291,0.000035308898,0.000009577897],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990751,0.000014172854,0.0003134572,0.00019657414,0.000107668544,0.00029300482],"domain_scores_gemma":[0.9992329,0.00038513058,0.00004082951,0.00021182955,0.00004868813,0.00008063221],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037083778,0.00017205918,0.00021418229,0.00008830186,0.00017118752,0.000052639865,0.00010164702,0.00010312391,0.000005084013],"category_scores_gemma":[0.00032892806,0.00015390187,0.00009347568,0.0003697683,0.000045189397,0.00008140795,0.00006288421,0.00025413206,0.000003106677],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008031862,0.000007751711,0.003097684,0.00041280116,0.000030218913,0.0000014927602,0.00064689683,0.929129,0.003266645,0.011214957,0.00001185049,0.05217269],"study_design_scores_gemma":[0.00010777058,0.000032796346,0.03622793,0.000048030066,0.000011585132,0.0000040789246,0.0004217561,0.9608297,0.00024202287,0.0018617368,0.000051472245,0.00016113809],"about_ca_topic_score_codex":0.000028597118,"about_ca_topic_score_gemma":0.000074913114,"teacher_disagreement_score":0.26290914,"about_ca_system_score_codex":0.0000393769,"about_ca_system_score_gemma":0.000012958871,"threshold_uncertainty_score":0.6275936},"labels":[],"label_agreement":null},{"id":"W4382680759","doi":"10.11159/iccste23.007","title":"Assessment of Existing RC Bridges with Spatially-Variable Pitting Corrosion Subjected To Increasing Traffic Demand","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Pitting corrosion; Variable (mathematics); Structural engineering; Environmental science; Forensic engineering; Computer science; Materials science; Engineering; Metallurgy","score_opus":0.01893333051779286,"score_gpt":0.24455880390579035,"score_spread":0.2256254733879975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382680759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975617,0.0000056047893,0.0012773944,0.00008328712,0.00021381215,0.00018290339,0.00003830899,0.00014993077,0.0004870372],"genre_scores_gemma":[0.9980292,0.000012478447,0.0018632495,0.000007752145,0.000025975243,0.000012043501,0.00001960374,0.000017118136,0.000012618181],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99904406,0.0000030520985,0.0003150444,0.00017747574,0.00031969353,0.0001406688],"domain_scores_gemma":[0.9994595,0.00007470069,0.00009429194,0.00005107205,0.00026445335,0.000055959834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001837579,0.00015225289,0.00018590174,0.00013549427,0.000054368138,0.00004270318,0.00017154534,0.000039900384,0.000022308506],"category_scores_gemma":[0.00007388831,0.0001175758,0.000035690715,0.0003071469,0.000024759393,0.00015115373,0.000014657453,0.00013591784,2.2064467e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055553224,0.000004087232,0.04376345,0.00034414002,0.000023380602,5.5017307e-7,0.0006349446,0.20590019,0.73775035,0.010773058,0.0000046996133,0.00074561895],"study_design_scores_gemma":[0.000276857,0.000049204256,0.5124398,0.0005637197,0.00001894988,0.0000038215603,0.00021544918,0.44930333,0.036901183,0.00007349177,0.000010345774,0.00014386303],"about_ca_topic_score_codex":0.000039607134,"about_ca_topic_score_gemma":0.000046928984,"teacher_disagreement_score":0.7008491,"about_ca_system_score_codex":0.00003738845,"about_ca_system_score_gemma":0.00002128132,"threshold_uncertainty_score":0.47946018},"labels":[],"label_agreement":null},{"id":"W4382700904","doi":"10.11159/iccste23.195","title":"Aging Concrete Slab on Steel Girder Bridges in Changing Climate","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"Infrastructure Canada; National Research Council Canada","keywords":"Slab; Girder; Structural engineering; Engineering; Forensic engineering; Geology","score_opus":0.016474453106102786,"score_gpt":0.2293900404856149,"score_spread":0.2129155873795121,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382700904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99792284,0.000014845979,0.000019984102,0.0003695268,0.0004611561,0.00013579488,0.00005227483,0.00018153423,0.000842073],"genre_scores_gemma":[0.9996974,0.0001010582,0.000042557425,0.00003101743,0.000037982587,0.000016466665,0.00001604827,0.000017696928,0.000039777955],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99907666,0.0000016724147,0.00025940512,0.00018278658,0.00024931697,0.00023018415],"domain_scores_gemma":[0.99973303,0.000041326603,0.00004972636,0.000050404702,0.00008586763,0.00003962825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013904055,0.00015992214,0.00015240135,0.000307239,0.00004635995,0.000046232813,0.00018611799,0.000045448593,0.000036719623],"category_scores_gemma":[0.000028811373,0.00013233945,0.00005168167,0.00033671124,0.000024396722,0.00017363085,0.000016982043,0.00018715532,0.0000024745211],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014337512,0.000004770436,0.07593441,0.0010514968,0.00008015472,0.000007021992,0.0049989126,0.08887827,0.5512561,0.27324787,0.00006696037,0.0043306295],"study_design_scores_gemma":[0.00063665,0.000033536122,0.42694256,0.00067398936,0.000011990158,0.0000033386425,0.0007101096,0.522899,0.047172718,0.0004704351,0.00014001825,0.00030567448],"about_ca_topic_score_codex":0.000007677972,"about_ca_topic_score_gemma":0.000016821306,"teacher_disagreement_score":0.5040834,"about_ca_system_score_codex":0.00003860848,"about_ca_system_score_gemma":0.000005822377,"threshold_uncertainty_score":0.5396646},"labels":[],"label_agreement":null},{"id":"W4382700974","doi":"10.11159/iccste23.004","title":"Resilience-Enhancement of Bridge Infrastructure in Changing Climate","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Resilience (materials science); Bridge (graph theory); Critical infrastructure; Climate resilience; Environmental science; Climate change; Computer science; Environmental resource management; Business; Environmental planning; Geology; Computer security; Materials science; Oceanography","score_opus":0.013406513787612944,"score_gpt":0.22985405045173657,"score_spread":0.2164475366641236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382700974","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99875236,0.000012345236,0.00007070241,0.000114545255,0.00030508623,0.000112264235,0.00004049712,0.00005948137,0.00053275214],"genre_scores_gemma":[0.99972814,0.00012538322,0.00008112238,0.00000711075,0.00001584582,0.000009982991,0.000010250288,0.000008330713,0.000013825695],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99921757,0.0000010168625,0.00027645187,0.00012610678,0.00021913707,0.00015974548],"domain_scores_gemma":[0.9997627,0.000018745603,0.0000598848,0.000042154727,0.000090151494,0.00002631982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103642466,0.000110928355,0.00013407184,0.00024298573,0.000023532348,0.000015441621,0.00017627809,0.00003693469,0.000041905907],"category_scores_gemma":[0.000022092285,0.00008952653,0.000039849114,0.00039128325,0.000027750435,0.00013833269,0.000017388007,0.00011913357,4.872725e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000098711396,0.0000075535045,0.13107012,0.0011282024,0.000044419532,0.0000015168437,0.004905795,0.079554856,0.6933477,0.084666245,0.000057346642,0.005117556],"study_design_scores_gemma":[0.00026904812,0.000019882544,0.7000444,0.00032333122,0.0000061810133,0.0000012206984,0.00030955262,0.23888153,0.059179477,0.00081275945,0.00002821604,0.00012441342],"about_ca_topic_score_codex":0.000006680179,"about_ca_topic_score_gemma":0.000017638251,"teacher_disagreement_score":0.6341682,"about_ca_system_score_codex":0.000025601094,"about_ca_system_score_gemma":0.0000065977083,"threshold_uncertainty_score":0.3650786},"labels":[],"label_agreement":null},{"id":"W4382886768","doi":"10.5281/zenodo.8104745","title":"Comparative Durability of Small GFRP and Steel RC Columns in a Simulate Marine Environment","year":2023,"lang":"en","type":"paratext","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Durability; Fibre-reinforced plastic; Materials science; Structural engineering; Composite material; Forensic engineering; Engineering","score_opus":0.046141822740884166,"score_gpt":0.23989497076661692,"score_spread":0.19375314802573276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382886768","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58981764,0.00059729296,0.0014480575,0.00022804034,0.00065837044,0.00290258,0.0028605629,0.0012331641,0.40025428],"genre_scores_gemma":[0.98126906,0.0015133886,0.00014394808,0.000021229522,0.00007753209,3.3243577e-7,0.0034798717,0.0016502633,0.011844379],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99812734,0.0003138394,0.00049875485,0.00047824273,0.0002570769,0.00032477104],"domain_scores_gemma":[0.9989747,0.00009961347,0.00009869942,0.00052839937,0.00014244483,0.000156165],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00057562493,0.00025196286,0.0004866083,0.0002444334,0.00028001776,0.00016352629,0.0004915013,0.0001579979,0.023147391],"category_scores_gemma":[0.00017410415,0.00028612884,0.00006407035,0.0003735945,0.00022958207,0.00007281435,0.0013724902,0.00050027535,0.009876693],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070073816,0.000573058,0.00012216771,0.005674552,0.00035657975,0.00005676363,0.011198648,0.0967349,0.02537298,0.00039708722,0.7774561,0.08135641],"study_design_scores_gemma":[0.0008314842,0.00020264136,0.006347187,0.0001113242,0.000020504083,0.000010177054,0.00030618173,0.020539537,0.00044129812,0.00004584085,0.970757,0.00038679235],"about_ca_topic_score_codex":0.00005884091,"about_ca_topic_score_gemma":0.000009827205,"teacher_disagreement_score":0.39145142,"about_ca_system_score_codex":0.00027856353,"about_ca_system_score_gemma":0.000005270345,"threshold_uncertainty_score":0.9999591},"labels":[],"label_agreement":null},{"id":"W4383866873","doi":"10.5281/zenodo.8136447","title":"Comparative Durability of Small GFRP and Steel RC Columns in a Simulate Marine Environment","year":2023,"lang":"en","type":"paratext","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Durability; Fibre-reinforced plastic; Structural engineering; Materials science; Computer science; Composite material; Engineering","score_opus":0.046141822740884166,"score_gpt":0.23989497076661692,"score_spread":0.19375314802573276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383866873","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58981764,0.00059729296,0.0014480575,0.00022804034,0.00065837044,0.00290258,0.0028605629,0.0012331641,0.40025428],"genre_scores_gemma":[0.98126906,0.0015133886,0.00014394808,0.000021229522,0.00007753209,3.3243577e-7,0.0034798717,0.0016502633,0.011844379],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99812734,0.0003138394,0.00049875485,0.00047824273,0.0002570769,0.00032477104],"domain_scores_gemma":[0.9989747,0.00009961347,0.00009869942,0.00052839937,0.00014244483,0.000156165],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00057562493,0.00025196286,0.0004866083,0.0002444334,0.00028001776,0.00016352629,0.0004915013,0.0001579979,0.023147391],"category_scores_gemma":[0.00017410415,0.00028612884,0.00006407035,0.0003735945,0.00022958207,0.00007281435,0.0013724902,0.00050027535,0.009876693],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070073816,0.000573058,0.00012216771,0.005674552,0.00035657975,0.00005676363,0.011198648,0.0967349,0.02537298,0.00039708722,0.7774561,0.08135641],"study_design_scores_gemma":[0.0008314842,0.00020264136,0.006347187,0.0001113242,0.000020504083,0.000010177054,0.00030618173,0.020539537,0.00044129812,0.00004584085,0.970757,0.00038679235],"about_ca_topic_score_codex":0.00005884091,"about_ca_topic_score_gemma":0.000009827205,"teacher_disagreement_score":0.39145142,"about_ca_system_score_codex":0.00027856353,"about_ca_system_score_gemma":0.000005270345,"threshold_uncertainty_score":0.9999591},"labels":[],"label_agreement":null},{"id":"W4383878168","doi":"10.26434/chemrxiv-2023-tmq4b","title":"Development of an Al-Zn-Bi alloy sacrificial anode for the protection of steel in artificial Seawater: An electrochemical analysis","year":2023,"lang":"en","type":"preprint","venue":"ChemRxiv","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of the Punjab","keywords":"Galvanic anode; Cathodic protection; Anode; Materials science; Seawater; Intermetallic; Electrochemistry; Electrolyte; Metallurgy; Alloy; Microstructure; Dissolution; Artificial seawater; Bismuth; Carbon steel; Chemical engineering; Corrosion; Electrode; Chemistry","score_opus":0.04998527727163005,"score_gpt":0.27573061752629174,"score_spread":0.2257453402546617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383878168","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9761168,0.000027660304,0.022653386,0.00005314472,0.00022216495,0.00076062186,0.000009421893,0.00014345504,0.0000133629455],"genre_scores_gemma":[0.9962941,0.000009552798,0.0030431636,0.0000069916255,0.000075936136,0.00035144074,0.00016927387,0.000038511822,0.000011025792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983084,0.00003997952,0.00073584117,0.000427326,0.00022909026,0.00025934775],"domain_scores_gemma":[0.99905264,0.00006806455,0.00012355877,0.0005658331,0.00012361647,0.000066284345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007216555,0.0002364134,0.0005139491,0.00022620331,0.000043603395,0.000024584655,0.00032826746,0.00028042408,0.000030939453],"category_scores_gemma":[0.0000883103,0.00020685696,0.00023306407,0.0004597296,0.000050669827,0.000044070734,0.00010912653,0.00038452737,0.0000017185919],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013841553,0.00006115641,0.0002678342,0.000312099,0.00015430593,3.7545942e-7,0.0012339299,0.007834264,0.9858729,0.000012306516,0.000015489926,0.0040968996],"study_design_scores_gemma":[0.000121468394,0.000022027089,0.003165945,0.000028688335,0.00012497591,1.8779204e-7,0.00020741051,0.2782269,0.7175825,0.00017299045,0.0001539105,0.00019294933],"about_ca_topic_score_codex":0.00007584978,"about_ca_topic_score_gemma":0.0014024891,"teacher_disagreement_score":0.27039266,"about_ca_system_score_codex":0.000129263,"about_ca_system_score_gemma":0.00012795745,"threshold_uncertainty_score":0.84353817},"labels":[],"label_agreement":null},{"id":"W4384199658","doi":"10.5006/4296","title":"Atmospheric Corrosion of Steel Infrastructure in Canada Under Climate Change","year":2023,"lang":"en","type":"article","venue":"CORROSION","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"","keywords":"Corrosion; Context (archaeology); Environmental science; Climate change; Relative humidity; Carbon steel; Environmental engineering; Metallurgy; Materials science; Meteorology; Geology; Geography","score_opus":0.01407336073219992,"score_gpt":0.20989326138272668,"score_spread":0.19581990065052676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384199658","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967924,0.00023634915,0.00047660893,0.00005383199,0.0014703196,0.000276969,0.000047948502,0.0002175633,0.00042805768],"genre_scores_gemma":[0.99915344,0.00050889165,0.000071720664,0.00010238815,0.000034766927,0.000027626222,0.00003854345,0.000033435885,0.0000292202],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9987787,0.00003231322,0.00034687118,0.00021880676,0.00025376573,0.0003695397],"domain_scores_gemma":[0.9993925,0.00008537665,0.000050206887,0.00032834132,0.00004108439,0.00010247567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013039554,0.0001832683,0.00027414467,0.000038327264,0.000042693056,0.000009698912,0.000165531,0.000097875476,0.00019744273],"category_scores_gemma":[0.000030051484,0.00017503939,0.000049354705,0.0008157106,0.000024312147,0.00010529086,0.00012094227,0.00019603269,0.000030461808],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012726951,0.000021015077,0.371503,0.0007956556,0.0000012798681,0.000044669712,0.0010329683,0.075144604,0.4992944,0.0003003887,0.010860084,0.040874664],"study_design_scores_gemma":[0.0007247599,0.00004588152,0.6931442,0.00025361913,0.000009366584,0.000004387956,0.00084606756,0.29370072,0.008989484,0.00013450492,0.0017792324,0.00036779014],"about_ca_topic_score_codex":0.04244789,"about_ca_topic_score_gemma":0.34906113,"teacher_disagreement_score":0.49030492,"about_ca_system_score_codex":0.00041961062,"about_ca_system_score_gemma":0.00011212769,"threshold_uncertainty_score":0.9639285},"labels":[],"label_agreement":null},{"id":"W4384824039","doi":"10.1080/15732479.2023.2236599","title":"Mapping the chloride-induced corrosion damage risks for bridge decks under climate change","year":2023,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McMaster University","funders":"","keywords":"Corrosion; Bridge (graph theory); Durability; Environmental science; Climate change; Computer science; Projection (relational algebra); Reinforced concrete; Structural engineering; Engineering; Forensic engineering; Materials science; Geology","score_opus":0.04613867872579489,"score_gpt":0.25755267453888975,"score_spread":0.21141399581309486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384824039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9863742,0.00020686942,0.008937052,0.00015918877,0.0025116673,0.00066163036,0.0001810543,0.00090611016,0.00006225537],"genre_scores_gemma":[0.998395,0.00018840891,0.00035489284,0.00016548074,0.00064807845,0.00007482426,0.00008255419,0.00008384314,0.000006891878],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985358,0.000013871601,0.0003157645,0.00034466092,0.0001815713,0.000608329],"domain_scores_gemma":[0.99920195,0.00015927601,0.00004570117,0.00039669682,0.00004977382,0.00014657046],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018920496,0.00038544438,0.00031723053,0.0001935244,0.00025627055,0.00011648598,0.00023926269,0.0002286603,0.00004716737],"category_scores_gemma":[0.00007741405,0.00029364784,0.000107420354,0.00055394194,0.00003595283,0.00021825626,0.00013322924,0.00046051003,0.0000059559834],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014871202,0.0000055638,0.011702818,0.0024754736,0.00013802222,0.000030297435,0.009565428,0.15624736,0.7016977,0.0065147374,0.0070947725,0.104379125],"study_design_scores_gemma":[0.0008656017,0.000044360517,0.6006329,0.00013176994,0.000044073447,0.000048358266,0.00042655846,0.37076953,0.015882025,0.0015154335,0.008858588,0.0007808268],"about_ca_topic_score_codex":0.000009675418,"about_ca_topic_score_gemma":0.00001143646,"teacher_disagreement_score":0.6858157,"about_ca_system_score_codex":0.000060524708,"about_ca_system_score_gemma":0.000010676245,"threshold_uncertainty_score":0.99995154},"labels":[],"label_agreement":null},{"id":"W4385335380","doi":"10.1002/eqe.3980","title":"Lateral load resistance of reinforced concrete columns with brittle details","year":2023,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Structural engineering; Parametric statistics; Deformation (meteorology); Benchmark (surveying); Reinforcement; Brittleness; Finite element method; Ductility (Earth science); Seismic loading; Engineering; Geotechnical engineering; Geology; Creep; Mathematics; Materials science; Statistics","score_opus":0.004553835890221417,"score_gpt":0.1827083869596532,"score_spread":0.17815455106943176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385335380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961791,0.000057156067,0.0015687977,0.000029772027,0.00043976272,0.00021579061,0.00010622386,0.0009954309,0.0004079827],"genre_scores_gemma":[0.9975318,0.000021296484,0.0011057837,0.000007797656,0.00004661209,0.000011311099,0.00007739698,0.00005893848,0.0011391017],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99863136,0.000012304006,0.00037119194,0.00023325568,0.0003191692,0.00043272023],"domain_scores_gemma":[0.99921924,0.00010103017,0.00004927459,0.00040023003,0.00010873067,0.00012151097],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012891147,0.00026817326,0.00035154802,0.00009938644,0.000052312418,0.00004533161,0.00019821346,0.00010868744,0.000058239864],"category_scores_gemma":[0.00007551249,0.00026183788,0.0000951071,0.00058029004,0.000066121516,0.00016500929,0.000044389613,0.0002594635,0.000025924186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040845192,0.0000013590859,0.010960122,0.0024957594,0.00031649444,0.00015383263,0.0026104008,0.8831476,0.051476397,0.009869386,0.0013969787,0.037163224],"study_design_scores_gemma":[0.00059127604,0.00005004728,0.32850903,0.0001126279,0.000017747923,0.000012653575,0.00003988776,0.66816926,0.0011958181,0.000022023843,0.0008514463,0.00042816938],"about_ca_topic_score_codex":0.000032111664,"about_ca_topic_score_gemma":0.00030138518,"teacher_disagreement_score":0.31754893,"about_ca_system_score_codex":0.00013577004,"about_ca_system_score_gemma":0.00003883827,"threshold_uncertainty_score":0.9999834},"labels":[],"label_agreement":null},{"id":"W4385520335","doi":"10.1139/cjce-2022-0295","title":"The effect of climate change combined with clogged joints on bridge integrity in Canada","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Climate change; Bridge (graph theory); Vulnerability (computing); Expansion joint; Resource (disambiguation); Environmental science; Civil engineering; Forensic engineering; Environmental resource management; Engineering; Computer science; Geology; Computer security","score_opus":0.011481563549727678,"score_gpt":0.18833471986127573,"score_spread":0.17685315631154805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385520335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983308,0.0001840825,0.000030087087,0.00015759586,0.0007597643,0.00014180382,0.000021594307,0.000022670165,0.0003516562],"genre_scores_gemma":[0.9998218,0.00008359062,0.0000035490293,0.000014282298,0.000042223186,0.000007266619,0.0000014980701,0.000023559423,0.0000022601066],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99904555,0.000034114622,0.00031369674,0.00006909685,0.00016379508,0.0003737531],"domain_scores_gemma":[0.99907994,0.00036189682,0.000051151084,0.0001652253,0.000043542954,0.00029824462],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056521996,0.00014161733,0.00028422303,0.00022642023,0.000039475988,0.000017944718,0.00018378872,0.000038591566,0.000018298182],"category_scores_gemma":[0.0002388081,0.00010046869,0.000051708208,0.0004069572,0.000019163954,0.00006015316,0.000008346051,0.0004644713,0.0000019036065],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006416127,0.0000072503453,0.5009601,0.0015960751,0.00018973672,0.0020387832,0.0017057861,0.45263642,0.0022957409,0.00048912386,0.006848817,0.030590523],"study_design_scores_gemma":[0.001926292,0.0007332456,0.8874929,0.001198212,0.000026586813,0.00006725977,0.00012125439,0.102272056,0.0029571594,0.0000112744865,0.0028078316,0.00038596388],"about_ca_topic_score_codex":0.22252883,"about_ca_topic_score_gemma":0.99518806,"teacher_disagreement_score":0.77265924,"about_ca_system_score_codex":0.00062081905,"about_ca_system_score_gemma":0.0004058308,"threshold_uncertainty_score":0.7826484},"labels":[],"label_agreement":null},{"id":"W4385602217","doi":"10.1007/978-3-031-34159-5_79","title":"A Spatial Assessment of Corrosion Initiation Risks of Bridge Decks Across North America","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario; McMaster University","funders":"","keywords":"Bridge (graph theory); Climate change; Corrosion; Environmental science; Forensic engineering; Climatology; Engineering; Geology; Materials science; Oceanography","score_opus":0.03531736499689364,"score_gpt":0.2884031924348282,"score_spread":0.25308582743793456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385602217","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03364067,0.00040442185,0.95759183,0.000014255119,0.0017080994,0.00057624036,0.00056817895,0.0005302307,0.004966074],"genre_scores_gemma":[0.99845463,0.00032399542,0.00063919055,0.0000112645375,0.00011844867,0.000020989974,0.00021259004,0.00014454508,0.00007432245],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99816537,0.000012456832,0.00076923834,0.0003387944,0.0003859696,0.0003281947],"domain_scores_gemma":[0.9986772,0.00048166633,0.0001912966,0.00046807915,0.00010397526,0.00007778532],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016781375,0.00044291266,0.0007661292,0.0002808249,0.000022103797,0.000015607588,0.00021953683,0.000410305,0.00012300254],"category_scores_gemma":[0.00024424016,0.00048891036,0.00021465891,0.00021317878,0.00005746228,0.000057598332,0.000120680255,0.00080846285,0.000008350712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016354123,0.000010817695,0.0035136295,0.0011176725,0.000029993236,0.000015489066,0.0005802489,0.96468675,0.0050992123,0.00006539686,0.000027595392,0.024836823],"study_design_scores_gemma":[0.0008500205,0.00015057373,0.07163635,0.0016550171,0.0000892681,0.000006657349,0.0000050906233,0.9175131,0.004236599,0.00039384174,0.0023423873,0.0011211529],"about_ca_topic_score_codex":0.00016573867,"about_ca_topic_score_gemma":0.0036342363,"teacher_disagreement_score":0.964814,"about_ca_system_score_codex":0.0002351272,"about_ca_system_score_gemma":0.000056723624,"threshold_uncertainty_score":0.9997563},"labels":[],"label_agreement":null},{"id":"W4385602360","doi":"10.1007/978-3-031-34159-5_70","title":"Machine Learning Driven Shear Strength Prediction Model for FRP-Reinforced Concrete Beams","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia; Lakehead University; Polytechnique Montréal; University of Alberta","funders":"","keywords":"Fibre-reinforced plastic; Reinforced concrete; Structural engineering; Shear (geology); Shear strength (soil); Beam (structure); Reinforcement; Materials science; Computer science; Engineering; Composite material; Geology","score_opus":0.0125916191824566,"score_gpt":0.2023925505764587,"score_spread":0.1898009313940021,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385602360","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00036667933,0.000887846,0.98693883,0.000041161544,0.0013244366,0.00095375045,0.000470766,0.0028377771,0.0061787334],"genre_scores_gemma":[0.9575743,0.0015616837,0.012202185,0.000093422874,0.0012322244,0.00037998328,0.00227368,0.0014231688,0.023259325],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979178,0.000008008411,0.0006540616,0.0005435247,0.00031029704,0.0005663472],"domain_scores_gemma":[0.9985968,0.0006496255,0.00008049976,0.00044419567,0.000070209775,0.00015870944],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023520079,0.0007073942,0.0007195699,0.00041379457,0.00007351374,0.00005765407,0.00025191373,0.000811594,0.000117611555],"category_scores_gemma":[0.00046236327,0.0007910264,0.00030733086,0.00012271813,0.000030983887,0.000110267036,0.00009263564,0.0015561128,0.000022886225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019649673,3.523244e-7,0.000012105242,0.0005098998,0.000052998686,0.0000057290335,0.00030146743,0.99430573,0.0017928601,0.0010277866,0.00004740584,0.0019239972],"study_design_scores_gemma":[0.000568291,0.00006136584,0.000006021877,0.0005054379,0.00005729066,0.0000045215975,0.0000014520297,0.9912912,0.0005176276,0.00045439997,0.005871609,0.00066076504],"about_ca_topic_score_codex":0.000012259497,"about_ca_topic_score_gemma":0.00008543048,"teacher_disagreement_score":0.9747367,"about_ca_system_score_codex":0.0003340894,"about_ca_system_score_gemma":0.00004330184,"threshold_uncertainty_score":0.9994541},"labels":[],"label_agreement":null},{"id":"W4385605369","doi":"10.1016/j.compstruct.2023.117428","title":"Experimental and analytical investigation on the use of NSM–BFRP and NSM–GFRP bars in strengthening corrosion–damaged RC slabs","year":2023,"lang":"en","type":"article","venue":"Composite Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Qatar University","keywords":"Corrosion; Fibre-reinforced plastic; Slab; Materials science; Ductility (Earth science); Structural engineering; Composite material; Reinforcement; Flexural strength; Reinforced concrete; Creep; Engineering","score_opus":0.052195521149121536,"score_gpt":0.2514866714311059,"score_spread":0.19929115028198438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385605369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925053,0.00012241659,0.00004636101,0.00012315511,0.00013270523,0.00015860944,0.000016855229,0.000092866234,0.000056508376],"genre_scores_gemma":[0.99958146,0.000017713186,0.00025184362,0.00007812585,0.000018835084,0.000005349624,0.000019028048,0.0000145601,0.000013075041],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99921465,0.00007986758,0.00022534018,0.00018662792,0.0001458519,0.00014765578],"domain_scores_gemma":[0.99928695,0.00038940596,0.000028939088,0.00019992888,0.000017033552,0.00007774364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010994453,0.00014488226,0.00017733227,0.00012118747,0.0000782078,0.000059864207,0.00007902005,0.0000638829,0.00002994945],"category_scores_gemma":[0.000092359165,0.0001085582,0.000028669454,0.00023566894,0.0001975778,0.000087031265,0.00008495237,0.00019390146,0.000001420486],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000072287956,0.0000041233875,0.040823434,0.000056629116,0.000009798277,0.000006931,0.0027693072,0.0049162116,0.9465138,0.0020377913,0.0009931878,0.0017965526],"study_design_scores_gemma":[0.00064660393,0.00009154674,0.44886044,0.00010745852,0.00001784087,0.000008115779,0.0005123787,0.28566748,0.2626114,0.00089822896,0.00030832388,0.00027019164],"about_ca_topic_score_codex":0.000027571677,"about_ca_topic_score_gemma":0.000008935706,"teacher_disagreement_score":0.6839023,"about_ca_system_score_codex":0.00002511562,"about_ca_system_score_gemma":0.0000066838647,"threshold_uncertainty_score":0.44268748},"labels":[],"label_agreement":null},{"id":"W4385628333","doi":"10.1016/j.conbuildmat.2023.132712","title":"In-situ monitoring of pH and Cl− concentration and rebar corrosion at the rebar/mortar interface","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Western University; Chinese Academy of Sciences; National Natural Science Foundation of China; Canadian Anesthesiologists' Society","keywords":"Rebar; Mortar; Corrosion; Electrolyte; Immersion (mathematics); Materials science; Electrochemistry; Electrode; Dielectric spectroscopy; Composite material; Analytical Chemistry (journal); Nuclear chemistry; Metallurgy; Chemistry; Chromatography","score_opus":0.013773056416691755,"score_gpt":0.24920336393244044,"score_spread":0.2354303075157487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385628333","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979352,0.00029954457,0.00010944529,0.000088287874,0.0012827984,0.00014644639,0.000008698008,0.00007822735,0.000051359468],"genre_scores_gemma":[0.9986297,0.0010868189,0.00019031481,0.000006590684,0.000051158615,0.0000059903973,0.0000025153972,0.000008518859,0.000018396728],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993739,0.00004307374,0.00024495838,0.00015236823,0.000065051936,0.00012061649],"domain_scores_gemma":[0.9997213,0.00006990034,0.00004730203,0.00010053976,0.000020885034,0.000040104136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003020686,0.0000943377,0.00016389252,0.000037156587,0.00007881301,0.000052239608,0.000030276331,0.00006166701,0.00003489115],"category_scores_gemma":[0.000053474443,0.0000774087,0.000010490528,0.000101311,0.00014174235,0.00012457915,0.00006762603,0.000051711282,0.0000017167006],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002455049,7.526583e-7,0.016775383,0.00009254607,0.0000018439287,6.391307e-7,0.00027452587,0.000030196034,0.9802903,0.00016671453,0.000057152178,0.002285424],"study_design_scores_gemma":[0.00029857387,0.000012803622,0.027828405,0.00010832487,0.00000830333,0.000028636123,0.0003613195,0.00023585251,0.9704727,0.0001378004,0.00042428434,0.00008302637],"about_ca_topic_score_codex":0.000012082327,"about_ca_topic_score_gemma":0.0000068857657,"teacher_disagreement_score":0.011053022,"about_ca_system_score_codex":0.000029199642,"about_ca_system_score_gemma":0.000005401166,"threshold_uncertainty_score":0.31566352},"labels":[],"label_agreement":null},{"id":"W4385641291","doi":"10.2749/istanbul.2023.0409","title":"Main Cable Inspection and Strength Evaluation of Helicoidal Strand Main Cables Using a Modified NCHRP Evaluation Approach","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Engineering; Structural engineering; Forensic engineering","score_opus":0.08462882267294271,"score_gpt":0.3109627477922575,"score_spread":0.22633392511931483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385641291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898404,0.0001456893,0.0053710444,0.000007290288,0.00017626354,0.00052391505,0.000013963032,0.00019988274,0.0037215338],"genre_scores_gemma":[0.9992357,0.000025451794,0.0005048321,0.0000013217599,0.00004293087,0.00004035252,0.0000919146,0.000016843544,0.00004065656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984735,0.00010931908,0.00038085968,0.00023749504,0.00064193207,0.00015684779],"domain_scores_gemma":[0.999391,0.000038049046,0.00008344237,0.00025092546,0.0001821806,0.00005435472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033724518,0.00011265066,0.0001873055,0.0001399807,0.00007101513,0.000026051168,0.000033401167,0.00008628347,0.000049992344],"category_scores_gemma":[0.00029171395,0.00011700468,0.000040282917,0.00035236622,0.000029515017,0.00012760573,0.00001954523,0.00008383784,0.0000011738575],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023216417,0.000026959251,0.003501862,0.00023627208,0.000031781343,0.000009572531,0.0007989869,0.8472693,0.13703686,0.00007572882,0.0001971476,0.0107923355],"study_design_scores_gemma":[0.00057643576,0.000013375572,0.013233985,0.000023922032,0.0000952149,0.00009042244,0.00045403937,0.98056,0.004484886,0.00033192607,0.000023260054,0.00011250336],"about_ca_topic_score_codex":0.00026785003,"about_ca_topic_score_gemma":0.00010018747,"teacher_disagreement_score":0.13329075,"about_ca_system_score_codex":0.00021335024,"about_ca_system_score_gemma":0.00015951965,"threshold_uncertainty_score":0.47713125},"labels":[],"label_agreement":null},{"id":"W4385732792","doi":"10.1007/s10694-023-01472-x","title":"Fire Performance of Corroded Reinforced Concrete Columns","year":2023,"lang":"en","type":"article","venue":"Fire Technology","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; Queen's University","funders":"","keywords":"Spall; Corrosion; Reinforced concrete; Column (typography); Materials science; Fire resistance; Structural engineering; Composite material; Forensic engineering; Engineering","score_opus":0.009309283250875756,"score_gpt":0.20464870712008143,"score_spread":0.19533942386920566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385732792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995199,0.00010380867,0.000030989417,0.00020233482,0.0003175336,0.00016693218,0.000018209434,0.0026864733,0.001274695],"genre_scores_gemma":[0.9987109,0.0001837163,0.00011144269,0.000020291962,0.0000136051185,0.00003553343,0.000019060984,0.000021222755,0.0008842637],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99920976,0.00000671803,0.0002649602,0.00015468546,0.0000974717,0.00026637907],"domain_scores_gemma":[0.9993581,0.000040889005,0.000038215672,0.00047068225,0.000053483225,0.000038588925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010077197,0.00012059881,0.00024487858,0.0001248934,0.000047202237,0.0000045893344,0.00024860038,0.00024294025,0.00019118983],"category_scores_gemma":[0.00012191203,0.00012851623,0.00005063626,0.0008972091,0.00014916899,0.000051119547,0.00009985743,0.00020414095,0.000247604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013571662,0.000004113041,0.03189766,0.0014379753,0.00008804127,0.00006136011,0.00095219194,0.0092561,0.7324656,0.004526483,0.07121862,0.14795609],"study_design_scores_gemma":[0.0004897713,0.00018453013,0.003116263,0.000063107094,0.000010796185,0.0000141312,0.0001485245,0.8949667,0.09071259,0.00006304228,0.0099789165,0.00025161545],"about_ca_topic_score_codex":0.000008710495,"about_ca_topic_score_gemma":0.0000034029104,"teacher_disagreement_score":0.8857106,"about_ca_system_score_codex":0.000034551456,"about_ca_system_score_gemma":0.000020248,"threshold_uncertainty_score":0.52407396},"labels":[],"label_agreement":null},{"id":"W4385757293","doi":"10.1016/j.conbuildmat.2023.132733","title":"Relationship between electrical Conductivity, Half cell Potential, Linear polarization resistance and Macrocell current of cementitious repair materials","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Corrosion; Macrocell; Materials science; Cementitious; Conductivity; Half-cell; Polarization (electrochemistry); Current (fluid); Portland cement; Electrical resistivity and conductivity; Composite material; Galvanic cell; Chloride; Cement; Metallurgy; Electrochemistry; Chemistry; Electrical engineering; Computer science; Electrode; Engineering","score_opus":0.02176904140633133,"score_gpt":0.2523221866170992,"score_spread":0.2305531452107679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385757293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957847,0.00023174864,0.0022327066,0.00003676841,0.00088768295,0.00021185903,0.00013071479,0.00044662895,0.00003718392],"genre_scores_gemma":[0.9980491,0.00018844417,0.0014859777,0.0000033824972,0.00011714814,0.000008891395,0.00008030669,0.000019680481,0.000047064925],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989017,0.000102151964,0.00044664627,0.00024242977,0.0001287323,0.00017832151],"domain_scores_gemma":[0.99951786,0.00009583521,0.000110712586,0.00014415603,0.0000635726,0.00006786833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040865407,0.00014436872,0.0002811413,0.00017103895,0.00013252895,0.00007319272,0.000046349902,0.00010705969,0.0000796393],"category_scores_gemma":[0.00010543068,0.00015404359,0.000030177078,0.0002569889,0.00011731657,0.0001607944,0.00005468215,0.00007617369,0.0000066181065],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019728848,0.0000044674507,0.01586661,0.000498054,0.0000058940636,7.399202e-7,0.00003475423,0.0000133019175,0.9816582,0.0013690912,0.00017215998,0.00035698258],"study_design_scores_gemma":[0.00045060384,0.000019402385,0.03284162,0.00006560629,0.000055373934,0.000008644726,0.000030899482,0.00015264242,0.9638005,0.0015540392,0.0008228338,0.00019785926],"about_ca_topic_score_codex":0.000011643391,"about_ca_topic_score_gemma":0.0000014088931,"teacher_disagreement_score":0.01785774,"about_ca_system_score_codex":0.000027011476,"about_ca_system_score_gemma":0.00001648762,"threshold_uncertainty_score":0.62817156},"labels":[],"label_agreement":null},{"id":"W4385824642","doi":"10.1016/j.cemconres.2023.107287","title":"Chloride profiles – What do they tell us and how should they be used?","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Chloride; Corrosion; Reinforcement; Service life; Reinforced concrete; Path (computing); Computer science; Materials science; Composite material; Metallurgy","score_opus":0.12345892398396373,"score_gpt":0.33625994043435614,"score_spread":0.2128010164503924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385824642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926791,0.0022408636,0.000006285754,0.0022638547,0.00021159668,0.00055009866,0.000017542654,0.0002506058,0.0017800443],"genre_scores_gemma":[0.9827496,0.015858056,0.00001297711,0.000047393336,0.000111169764,0.00010436455,0.000023865437,0.00003256482,0.0010600298],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981905,0.000115319934,0.00014813353,0.00037172387,0.0005856078,0.0005886789],"domain_scores_gemma":[0.9988127,0.00047146715,0.000014019352,0.00036292954,0.00010370518,0.00023521717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014957162,0.0001860666,0.00022210219,0.0001870979,0.00022401805,0.0006263833,0.00018343027,0.000111135996,0.00013011081],"category_scores_gemma":[0.00013087901,0.00015354091,0.000046540405,0.00024436924,0.00015227108,0.00033043203,0.00029853854,0.00039098237,0.000041371837],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006942771,0.000015913563,0.10558401,0.0027347575,0.00031679645,0.00020340338,0.018252134,0.00012877966,0.6390085,0.010513294,0.035842113,0.18670596],"study_design_scores_gemma":[0.0056924406,0.0012530854,0.027737506,0.0010535963,0.00009927872,0.00003425189,0.043216076,0.076039635,0.2338965,0.0035311535,0.6049163,0.002530206],"about_ca_topic_score_codex":0.00004675779,"about_ca_topic_score_gemma":0.00004081993,"teacher_disagreement_score":0.56907415,"about_ca_system_score_codex":0.000050862127,"about_ca_system_score_gemma":0.000032807246,"threshold_uncertainty_score":0.6261217},"labels":[],"label_agreement":null},{"id":"W4385859663","doi":"10.1007/978-3-031-34593-7_58","title":"Protection of Concrete Surface from the Canadian Standard, ICRI, and ACI Perspectives","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Durability; Materials science; Carbonation; Coating; Composite material; Surface finish; Curing (chemistry); Epoxy; Forensic engineering; Structural engineering; Engineering","score_opus":0.012893607648434129,"score_gpt":0.19307704667295109,"score_spread":0.18018343902451694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385859663","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31710333,0.12843764,0.362493,0.0066410294,0.015469586,0.0146984765,0.010590784,0.008478711,0.13608742],"genre_scores_gemma":[0.9987614,0.00040140987,0.0002597784,0.00001495525,0.00013387851,0.000012086289,0.0000226612,0.00011917047,0.00027463952],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989115,0.000012315724,0.00028153518,0.0003186871,0.00020832567,0.00026760955],"domain_scores_gemma":[0.99899554,0.00043202497,0.000041139538,0.00035909252,0.000067805355,0.00010438389],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020482701,0.00035146004,0.00041988445,0.00014249617,0.00005705602,0.00004534282,0.00015516795,0.0004134014,0.00014440228],"category_scores_gemma":[0.0003238017,0.00031377617,0.00008948749,0.00010938458,0.000071724295,0.000044968747,0.000045161407,0.00090408034,0.0000055066457],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009728649,0.0000016007479,0.00062409835,0.0012137657,0.00041478008,0.0000795407,0.014465771,0.9276806,0.033991158,0.0064462596,0.00031954865,0.014665594],"study_design_scores_gemma":[0.003525632,0.00047307787,0.007206285,0.0078275,0.00052567065,0.00005717732,0.0005071173,0.79337204,0.029306112,0.023396919,0.12722063,0.006581834],"about_ca_topic_score_codex":0.012381345,"about_ca_topic_score_gemma":0.3407129,"teacher_disagreement_score":0.6816581,"about_ca_system_score_codex":0.00040837712,"about_ca_system_score_gemma":0.00008967464,"threshold_uncertainty_score":0.99993145},"labels":[],"label_agreement":null},{"id":"W4385887538","doi":"10.55274/r0010805","title":"PR-313-113603-R01 Criteria For Susceptibility To Circumferential SCC","year":2013,"lang":"en","type":"report","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Residual stress; Stress corrosion cracking; Cylinder stress; Corrosion; Structural engineering; Ultimate tensile strength; Stress (linguistics); Materials science; Geotechnical engineering; Cracking; Forensic engineering; Geology; Engineering; Metallurgy; Composite material","score_opus":0.06500729433990525,"score_gpt":0.32894467747313394,"score_spread":0.2639373831332287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385887538","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2363343,0.001095951,0.12668034,0.0007002129,0.050019976,0.014829134,0.0021311054,0.0065094554,0.5616995],"genre_scores_gemma":[0.9698503,0.00018158315,0.0024013831,0.0001620743,0.001995987,0.00082593417,0.00040142363,0.0002226517,0.023958633],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99700046,0.00004844304,0.0008737089,0.0008666957,0.00057440036,0.00063627603],"domain_scores_gemma":[0.9973709,0.00022189507,0.00007392058,0.0012431883,0.0006519249,0.00043817135],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005835209,0.00058523676,0.0008780623,0.00017464919,0.000083816085,0.00019562358,0.00040961953,0.00062097906,0.0145877665],"category_scores_gemma":[0.0010229853,0.00054174964,0.0004829589,0.00016629907,0.000047615416,0.00012777801,0.0001758198,0.00037417392,0.0004736123],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046076468,0.00005043484,0.00028285175,0.0029195745,0.00006196788,0.0000031617235,0.00015781361,0.000049084607,0.044863556,0.0000797598,0.9123415,0.03914426],"study_design_scores_gemma":[0.00058781053,0.00016428997,0.0019801625,0.00019223768,0.000118118915,0.0000156788,0.00006991431,0.0043948703,0.010527782,0.0004537152,0.9800202,0.001475196],"about_ca_topic_score_codex":0.00031758807,"about_ca_topic_score_gemma":0.00042100195,"teacher_disagreement_score":0.73351604,"about_ca_system_score_codex":0.0005979829,"about_ca_system_score_gemma":0.00037780634,"threshold_uncertainty_score":0.9997034},"labels":[],"label_agreement":null},{"id":"W4385956914","doi":"10.2139/ssrn.4543416","title":"On the Interactive Effects of Moisture, Chloride, and Carbonation on Rebar Corrosion in Mortar","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Carbonation; Mortar; Rebar; Moisture; Corrosion; Chloride; Materials science; Metallurgy; Composite material","score_opus":0.00819443864599575,"score_gpt":0.22602948678289325,"score_spread":0.2178350481368975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385956914","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99631757,0.00078199484,0.00064981706,0.00024557032,0.0012174784,0.0004132827,0.0000050542853,0.000060736154,0.00030851172],"genre_scores_gemma":[0.99528706,0.004422334,0.0000027960614,0.000034112014,0.00008929589,0.000028326182,0.0000073750825,0.00003882418,0.00008985171],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99837655,0.000119651755,0.00034473455,0.00024314379,0.00027992183,0.0006360237],"domain_scores_gemma":[0.9987587,0.0007210878,0.00014247956,0.00027758427,0.00005551295,0.00004465617],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0010572999,0.00024095022,0.00030908018,0.00022692217,0.000048502458,0.000031268566,0.00021115455,0.00018067799,0.0000047948115],"category_scores_gemma":[0.0004938183,0.00017818376,0.00011092302,0.00014298987,0.000031794883,0.000040903502,0.000102157894,0.0043732147,0.000005325725],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008949522,0.0009248707,0.028725488,0.005351635,0.0015583704,0.0002628031,0.016712198,0.30087453,0.105067104,0.42980078,0.003102203,0.0986705],"study_design_scores_gemma":[0.0030077586,0.0019222316,0.089073606,0.0046637678,0.00019447088,0.00008545837,0.0015307956,0.07494074,0.038432892,0.78473437,0.00014632696,0.0012676038],"about_ca_topic_score_codex":0.00013359191,"about_ca_topic_score_gemma":0.0011224037,"teacher_disagreement_score":0.3549336,"about_ca_system_score_codex":0.0011420625,"about_ca_system_score_gemma":0.00027053664,"threshold_uncertainty_score":0.99792373},"labels":[],"label_agreement":null},{"id":"W4385956999","doi":"10.2139/ssrn.4543419","title":"On the Corrosion Parameters Acquired Through Potentiodynamic Scans of Carbon Steel Rebar in Simulated Pore Solution and Mortar","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Mortar; Rebar; Corrosion; Carbon steel; Materials science; Carbon fibers; Metallurgy; Composite material","score_opus":0.018352616018952377,"score_gpt":0.23634740707094737,"score_spread":0.21799479105199498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385956999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99394906,0.001323306,0.0030455044,0.00032480014,0.0006855919,0.00044776255,0.00001760178,0.00011697676,0.00008937216],"genre_scores_gemma":[0.99457735,0.0051705693,0.000023988709,0.00001922224,0.000029857994,0.000008804236,0.000034261222,0.000057146444,0.000078784906],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973937,0.0001778148,0.00062332046,0.00033499044,0.0003374479,0.0011326942],"domain_scores_gemma":[0.99904,0.00019235462,0.0002115427,0.0004318143,0.000069272326,0.000055005872],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.001375838,0.00031925473,0.0004329243,0.00018289746,0.00008584552,0.000041660183,0.00029751917,0.00031636583,0.0000072935272],"category_scores_gemma":[0.0001549709,0.0002564116,0.00018145751,0.0002498555,0.000091755,0.000061562554,0.00015071245,0.0024715161,0.0000018686302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039096753,0.00006743701,0.0036875282,0.00030037176,0.00019408249,0.000023934665,0.0012894353,0.95951885,0.025956972,0.005542599,0.000072189876,0.0029556553],"study_design_scores_gemma":[0.0009854642,0.00027177986,0.0058122757,0.0007105765,0.00011349294,0.000053600023,0.0011729393,0.8368805,0.0005576987,0.15297121,0.000007346483,0.00046311758],"about_ca_topic_score_codex":0.00054511905,"about_ca_topic_score_gemma":0.0023181569,"teacher_disagreement_score":0.14742862,"about_ca_system_score_codex":0.001277696,"about_ca_system_score_gemma":0.00046602567,"threshold_uncertainty_score":0.9999888},"labels":[],"label_agreement":null},{"id":"W4385982342","doi":"10.5539/jmsr.v12n2p88","title":"Correlation of Accelerated Corrosion and Real Reinforced Concrete Water Structures","year":2023,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Materials science; Service life; Reinforced concrete; Extrapolation; Structural engineering; Durability; Parametric statistics; Composite material; Engineering","score_opus":0.0671923529157022,"score_gpt":0.3521182938246091,"score_spread":0.2849259409089069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385982342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889874,0.000016548007,0.00006914798,0.000056979483,0.0006080531,0.00010809492,0.000005763589,0.000029117755,0.00020755068],"genre_scores_gemma":[0.9995047,0.0003030962,0.000071156835,0.0000025452755,0.000053360334,0.0000011411752,0.0000025559,0.000007612489,0.000053866897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99821275,0.000105831255,0.00045836004,0.000105961546,0.0008031892,0.00031390943],"domain_scores_gemma":[0.9988586,0.00014516176,0.0000682106,0.00014316948,0.0006538614,0.00013100418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0052614277,0.00007112852,0.00021138595,0.00048121667,0.00014212051,0.00014006264,0.0002542066,0.00005970784,0.00020651237],"category_scores_gemma":[0.00040508778,0.00004607964,0.000022862609,0.00060420844,0.00041350903,0.0003990704,0.00013210306,0.00016012166,0.000013492828],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000084610794,2.3851666e-7,0.00015527842,0.000051246505,0.0000010786614,0.0000049415744,0.0004582178,0.0012782135,0.9973743,0.00012840936,0.00021875271,0.00024472477],"study_design_scores_gemma":[0.00026546896,0.0001296081,0.0077733076,0.000046679466,0.0000024251653,0.00002196085,0.00024015222,0.012962509,0.97827494,0.00018252182,0.000045916862,0.00005448696],"about_ca_topic_score_codex":0.000026176678,"about_ca_topic_score_gemma":7.0542944e-7,"teacher_disagreement_score":0.019099325,"about_ca_system_score_codex":0.00006566974,"about_ca_system_score_gemma":0.0000995543,"threshold_uncertainty_score":0.22611655},"labels":[],"label_agreement":null},{"id":"W4386096040","doi":"10.3311/ppci.22101","title":"Influence of Climate Change on Probability of Carbonation-Induced Corrosion Initiation","year":2023,"lang":"en","type":"article","venue":"Periodica Polytechnica Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Research Council Canada","keywords":"Carbonation; Representative Concentration Pathways; Corrosion; Environmental science; Climate change; Cement; Reinforced concrete; Monte Carlo method; Materials science; Range (aeronautics); Structural engineering; Climate model; Engineering; Composite material; Mathematics; Geology; Statistics","score_opus":0.02190470804657984,"score_gpt":0.232219272251373,"score_spread":0.21031456420479316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386096040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973997,0.000051402174,0.00025786864,0.000054221895,0.00016014553,0.00042494456,0.000051536346,0.0010643296,0.00053588743],"genre_scores_gemma":[0.9994316,0.00020560727,0.00011769014,0.00001237781,0.00003099072,0.00014508933,0.000017823279,0.00003768698,0.0000011079319],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985819,0.00001945046,0.00052556366,0.00024156575,0.00032826402,0.00030324093],"domain_scores_gemma":[0.9990827,0.00016133356,0.00008792424,0.00048728028,0.00009235224,0.000088427674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036929385,0.0002064046,0.00032895998,0.00032230577,0.000041025534,0.000010786662,0.00020514677,0.00015169365,0.0000267403],"category_scores_gemma":[0.00037850405,0.00022096248,0.00010296115,0.0008619611,0.00004675187,0.00014960056,0.000085748325,0.00021895651,0.000013141834],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026347216,0.000031826898,0.0030057984,0.0008236483,0.0000059547133,0.0000018242234,0.0006734661,0.1693471,0.8229726,0.0008345319,0.000017497383,0.002259393],"study_design_scores_gemma":[0.0006399752,0.00027613845,0.37244907,0.0007596919,0.000032460608,0.000004202258,0.000046158024,0.42551106,0.19919555,0.00008890204,0.00038803203,0.000608747],"about_ca_topic_score_codex":0.000017670027,"about_ca_topic_score_gemma":0.000023265404,"teacher_disagreement_score":0.62377703,"about_ca_system_score_codex":0.00009230178,"about_ca_system_score_gemma":0.000022946168,"threshold_uncertainty_score":0.90105885},"labels":[],"label_agreement":null},{"id":"W4386107502","doi":"10.2139/ssrn.4549314","title":"Evaluation of Detrimental Effects in Concrete Specimens Due to the Oxidation of Sulfide Bearing Aggregates after Electrochemical Treatment","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Sulfide; Bearing (navigation); Electrochemistry; Materials science; Corrosion; Metallurgy; Chemistry; Electrode; Computer science","score_opus":0.01660128089105526,"score_gpt":0.26158896286231703,"score_spread":0.24498768197126178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386107502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99051064,0.0056375973,0.0024551428,0.00011764414,0.00032433736,0.000851697,0.000007203742,0.00004075841,0.000054957403],"genre_scores_gemma":[0.99825436,0.001315201,0.0000910655,0.0000057191455,0.00012449772,0.00012490501,0.000022567185,0.000040658775,0.000021050666],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9972431,0.00026830903,0.00062134117,0.00027353028,0.00065941986,0.0009343069],"domain_scores_gemma":[0.99896306,0.0002443129,0.00018224132,0.00034475082,0.00019629313,0.00006934185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003338135,0.00027427945,0.0004633093,0.00026697165,0.000030725325,0.000025994479,0.000248281,0.0001707195,0.000022055232],"category_scores_gemma":[0.00032393567,0.00022036051,0.0002144178,0.0002768897,0.00003121447,0.0000505732,0.0001211333,0.0012380171,0.000009988485],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048718633,0.000044468503,0.0045343763,0.00023895706,0.00072109874,0.000009749546,0.001742259,0.017364888,0.93297374,0.0007833038,0.000019645473,0.041080333],"study_design_scores_gemma":[0.0028819658,0.00086026033,0.02045595,0.0007946144,0.00074809237,0.00009863438,0.00068545894,0.033067673,0.9003877,0.039405264,0.000031485648,0.00058288046],"about_ca_topic_score_codex":0.00013535633,"about_ca_topic_score_gemma":0.0015661974,"teacher_disagreement_score":0.040497456,"about_ca_system_score_codex":0.0043300292,"about_ca_system_score_gemma":0.0011167477,"threshold_uncertainty_score":0.99949217},"labels":[],"label_agreement":null},{"id":"W4386155332","doi":"10.21203/rs.3.rs-3253023/v1","title":"4D evolutions of cracks, voids, and corrosion products in reinforced concrete materials","year":2023,"lang":"en","type":"preprint","venue":"Research Square","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Scanning electron microscope; Cracking; Reinforced concrete; Composite material; Metallurgy","score_opus":0.07479859096018529,"score_gpt":0.3440383129030949,"score_spread":0.26923972194290957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386155332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952719,0.000851816,0.00019112171,0.0003423703,0.00071183423,0.0015930978,0.000499584,0.00030937977,0.00022889188],"genre_scores_gemma":[0.9971682,0.0013944632,0.00024123075,0.0000028414202,0.000102849976,0.00021054203,0.00024274572,0.000059407186,0.0005777479],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997346,0.00032868516,0.0006264565,0.00052932487,0.0006399354,0.00052963285],"domain_scores_gemma":[0.9979586,0.00042182702,0.00006199538,0.0008994741,0.00050997565,0.00014814571],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0021994244,0.00024449496,0.00053103693,0.0005561754,0.00009893515,0.00011346606,0.00030789553,0.00037382674,0.00014467367],"category_scores_gemma":[0.0020475616,0.00024714868,0.000060162154,0.00060760387,0.00028594644,0.000086774824,0.0010560538,0.0009964472,0.00004592401],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020356278,0.0000058281444,0.0034255825,0.015457297,0.000017461203,0.000035497433,0.001575805,0.0064941514,0.96306777,0.0015774281,0.0076191653,0.00052043144],"study_design_scores_gemma":[0.0031989263,0.0006599165,0.10068298,0.014079663,0.000059130052,0.000019724293,0.0028393704,0.19472516,0.67284274,0.0042554913,0.004305152,0.0023317214],"about_ca_topic_score_codex":0.00073299336,"about_ca_topic_score_gemma":0.00011271584,"teacher_disagreement_score":0.29022503,"about_ca_system_score_codex":0.00024766335,"about_ca_system_score_gemma":0.00028245995,"threshold_uncertainty_score":0.9999981},"labels":[],"label_agreement":null},{"id":"W4386366439","doi":"10.1007/978-3-031-39450-8_37","title":"Structural Analysis of Historic Absorption Building in Turner Valley, Alberta","year":2023,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Absorption (acoustics); Stiffness; Engineering; Building material; Civil engineering; Structural engineering; Cultural heritage; Architectural engineering; Forensic engineering; Geography; Materials science; Archaeology; Composite material","score_opus":0.019576528560591572,"score_gpt":0.21861014400085335,"score_spread":0.19903361544026177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386366439","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31797072,0.0025539638,0.00038324055,0.00008952469,0.004608707,0.0009495328,0.00036024395,0.0012323624,0.6718517],"genre_scores_gemma":[0.70895606,0.00031847385,0.0001449664,0.000011764766,0.000113085705,0.000015744692,0.00015103277,0.00011928112,0.2901696],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.998642,0.000011683076,0.0005837974,0.00031365085,0.00023828438,0.00021053459],"domain_scores_gemma":[0.9991384,0.00016734716,0.00012360523,0.00044860874,0.000057553305,0.00006444217],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000115317176,0.00033094027,0.0007551739,0.0006997832,0.000033526343,0.000020138275,0.00017647776,0.000286607,0.0009018531],"category_scores_gemma":[0.00004045385,0.00033900028,0.00036958672,0.00018829376,0.00008328285,0.00009201002,0.000074221934,0.00029106348,0.000028047942],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056011794,0.000022710066,0.014301567,0.0046986467,0.0070086657,0.00015572437,0.014380345,0.16061558,0.026708646,0.72305477,0.011397137,0.037096113],"study_design_scores_gemma":[0.0024534382,0.00035503283,0.063148424,0.002071415,0.008025242,0.000023095496,0.00039204315,0.26113284,0.0026072443,0.059911553,0.592201,0.007678695],"about_ca_topic_score_codex":0.00039574984,"about_ca_topic_score_gemma":0.004571678,"teacher_disagreement_score":0.6631432,"about_ca_system_score_codex":0.00033816972,"about_ca_system_score_gemma":0.000029045053,"threshold_uncertainty_score":0.9999062},"labels":[],"label_agreement":null},{"id":"W4386715435","doi":"10.3390/engproc2023043013","title":"Modern Applications and Construction Details for Aluminium Bridges","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Aluminium; Computer science; Construction engineering; Engineering; Materials science; Metallurgy","score_opus":0.017262218889497326,"score_gpt":0.23685986136173903,"score_spread":0.2195976424722417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386715435","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45168006,0.00008733881,0.5430068,0.0002311754,0.00014955222,0.00047881165,0.00002919224,0.001186952,0.003150123],"genre_scores_gemma":[0.9970514,0.000057916383,0.0023947842,0.00001991944,0.000031194057,0.00016909427,0.000013445004,0.000008194811,0.00025402053],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997367,0.0000029751855,0.000070564995,0.00008536393,0.0000273359,0.00007705964],"domain_scores_gemma":[0.99977726,0.00007366856,0.0000044526087,0.00009136397,0.000018425708,0.00003484138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000060039274,0.000041386862,0.000051530067,0.0000275926,0.00004562836,0.000014947737,0.000023261111,0.000026492411,0.000020381882],"category_scores_gemma":[0.00001237995,0.00004073464,0.000017865774,0.00006946735,0.000023482644,0.00003586936,0.000010208076,0.000026528181,0.000021622134],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014615311,0.0000073293695,0.0083198,0.00034834066,0.000019768646,3.07345e-7,0.0003682512,0.0020636893,0.0828123,0.023358224,0.0098726535,0.8728147],"study_design_scores_gemma":[0.00032374723,0.000013291921,0.0075654914,0.000004740155,0.00001242775,0.0000059945783,0.00036541096,0.9337007,0.014955614,0.005374855,0.037509102,0.00016861691],"about_ca_topic_score_codex":0.0000020039984,"about_ca_topic_score_gemma":0.000010468221,"teacher_disagreement_score":0.931637,"about_ca_system_score_codex":0.000008109937,"about_ca_system_score_gemma":0.0000037315049,"threshold_uncertainty_score":0.16611105},"labels":[],"label_agreement":null},{"id":"W4386744225","doi":"10.1201/9781003323020-482","title":"Failure analysis of ageing RC bridges: The cases of the Polcevera viaduct and the Caprigliola bridge","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Bridge (graph theory); Structural engineering; Engineering; Forensic engineering; Medicine","score_opus":0.02036821979900619,"score_gpt":0.21317650437233432,"score_spread":0.19280828457332813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386744225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6251514,0.007863517,0.0019503095,0.0060522184,0.002405983,0.0038937374,0.0020709513,0.001068387,0.3495435],"genre_scores_gemma":[0.9665699,0.00044643207,0.000008687177,0.000090559755,0.00005460635,0.000006691625,0.000011749833,0.00004251778,0.03276885],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9987345,0.000058190373,0.00049091876,0.00024172475,0.00031664188,0.00015804044],"domain_scores_gemma":[0.9975927,0.0011182565,0.00014984426,0.0009979146,0.000101165024,0.00004012016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047167914,0.00027880518,0.00065718853,0.00014843208,0.00010459667,0.00003496381,0.00041512752,0.00015413445,0.000327207],"category_scores_gemma":[0.00017754812,0.0001272146,0.00061040046,0.00026918843,0.0004269478,0.000034725006,0.00023345863,0.00036889644,0.0000060392435],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00071114354,0.00006341522,0.014038038,0.004707395,0.027340772,0.00029449354,0.023358991,0.049725655,0.012761177,0.7341447,0.084246464,0.04860777],"study_design_scores_gemma":[0.0068533327,0.00026048598,0.44078758,0.0026520803,0.040690087,0.0003272925,0.0054776287,0.26895425,0.008969361,0.013877467,0.20551273,0.0056376974],"about_ca_topic_score_codex":0.0012484497,"about_ca_topic_score_gemma":0.0034031598,"teacher_disagreement_score":0.72026724,"about_ca_system_score_codex":0.000032115026,"about_ca_system_score_gemma":0.00003065646,"threshold_uncertainty_score":0.5187661},"labels":[],"label_agreement":null},{"id":"W4386746326","doi":"10.1201/9781003323020-198","title":"Life-cycle design of concrete highway bridge decks under climate change","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Bridge (graph theory); Engineering; Civil engineering; Forensic engineering; Transport engineering; Structural engineering","score_opus":0.0821654587578881,"score_gpt":0.24616922401842187,"score_spread":0.16400376526053378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386746326","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00080565055,0.0015973754,0.024627756,0.00032102483,0.0035444465,0.0019640978,0.00068779994,0.004416386,0.9620355],"genre_scores_gemma":[0.53995264,0.015194473,0.0023594445,0.00257646,0.001587051,0.00029171287,0.0004408619,0.001580394,0.43601698],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99840754,0.000020792257,0.00055178057,0.00036725946,0.00028303746,0.0003695911],"domain_scores_gemma":[0.9986394,0.00028116006,0.00009506606,0.0006108793,0.000088970766,0.00028453275],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00028938396,0.00042734513,0.00065327773,0.00016381899,0.000041111776,0.000025861855,0.00024228595,0.00045316736,0.00245345],"category_scores_gemma":[0.000051912168,0.00041777454,0.00023375802,0.00005628275,0.00009066876,0.0000785847,0.00014607211,0.00033128698,0.0012906664],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004504805,0.000012895603,0.00014596307,0.0054049306,0.00089283736,0.0001807908,0.0014074373,0.006352767,0.011163957,0.76740783,0.173199,0.033381127],"study_design_scores_gemma":[0.009918436,0.0012339957,0.008186724,0.0062511773,0.0020729126,0.00009032322,0.00031515476,0.5099391,0.010681665,0.065644726,0.36948934,0.016176483],"about_ca_topic_score_codex":0.000031379695,"about_ca_topic_score_gemma":0.00002039189,"teacher_disagreement_score":0.7017631,"about_ca_system_score_codex":0.000075326854,"about_ca_system_score_gemma":0.000048512873,"threshold_uncertainty_score":0.9998274},"labels":[],"label_agreement":null},{"id":"W4386959268","doi":"10.1016/j.engstruct.2023.116896","title":"Performance of UHPC shear keys in box girder bridges-field and finite element study","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Research Manitoba","funders":"","keywords":"Cracking; Shear (geology); Box girder; Structural engineering; Dowel; Finite element method; Girder; Grout; Ultimate tensile strength; Materials science; Shear stress; Geotechnical engineering; Composite material; Engineering","score_opus":0.007292677872663039,"score_gpt":0.21547972921858527,"score_spread":0.20818705134592222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386959268","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986123,0.0001400517,0.00049464044,0.00002083302,0.00026381752,0.00017706375,0.00000472425,0.00023382499,0.00005277925],"genre_scores_gemma":[0.99959594,0.000053912478,0.00025511856,0.000008307454,0.000029972043,0.00001348435,0.0000027475687,0.00002018341,0.000020337045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993014,0.000008989295,0.00022146644,0.00014419253,0.00012769527,0.00019625577],"domain_scores_gemma":[0.9996299,0.000112399066,0.000012244279,0.00018921445,0.000012387965,0.000043816905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013708996,0.00013398268,0.0001802165,0.00016059833,0.00001707848,0.000012988776,0.00008511538,0.00004555501,0.000049570328],"category_scores_gemma":[0.0000785322,0.00013166077,0.000024195,0.00025264663,0.000008782686,0.000051880917,0.000049743678,0.00016007382,0.0000031536608],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012461039,0.000006095204,0.0800442,0.00025852767,0.000014025175,0.000006678699,0.0010273502,0.91025686,0.004577273,0.00004770678,0.0002024605,0.0035463423],"study_design_scores_gemma":[0.00031793606,0.000087607026,0.6127985,0.00002705878,0.0000049439664,0.0000011843274,0.00012749418,0.3798642,0.0063197142,0.0000075497937,0.00030497834,0.00013883416],"about_ca_topic_score_codex":0.000028632394,"about_ca_topic_score_gemma":0.0000061051205,"teacher_disagreement_score":0.5327543,"about_ca_system_score_codex":0.000021823811,"about_ca_system_score_gemma":0.000005571804,"threshold_uncertainty_score":0.536897},"labels":[],"label_agreement":null},{"id":"W4387013107","doi":"10.14359/51739153","title":"Corrosion Behavior of Conventional and Corrosion-Resistant Steel Reinforcements in High-Performance and Ultra-High-Performance Concrete","year":2023,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Ancient history; Environmental protection; History","score_opus":0.013361722232325169,"score_gpt":0.2276192199268358,"score_spread":0.2142574976945106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387013107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981826,0.00007878888,0.000039053353,0.00001880241,0.0012386885,0.00024285476,0.000092053015,0.00006947028,0.000037670638],"genre_scores_gemma":[0.9977336,0.001916249,0.00009179589,0.000021798107,0.000056147874,0.000024316043,0.00004195638,0.00002476163,0.000089381785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984138,0.00005296524,0.0007434764,0.0001808004,0.0002986344,0.00031034538],"domain_scores_gemma":[0.9993993,0.000066358625,0.00016063204,0.00016454532,0.00008155117,0.00012762149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006938009,0.00020306594,0.0003849173,0.00018955825,0.00012917894,0.00008448612,0.00012649805,0.00010792693,0.00033545942],"category_scores_gemma":[0.000040746956,0.00018408246,0.00002556485,0.00018483066,0.00011115109,0.00037450707,0.00006700657,0.00017523253,0.000017788367],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000227983,0.0000038103503,0.019065998,0.00024421222,0.0000033818512,0.000011615501,0.00010824915,0.00030100875,0.97922456,0.000051615574,0.00016269587,0.00059484935],"study_design_scores_gemma":[0.0020883465,0.00023118424,0.38867632,0.00039383472,0.000028600847,0.000084135725,0.00009216875,0.002043713,0.6059724,0.000021383541,0.00011996038,0.00024793955],"about_ca_topic_score_codex":0.000016120099,"about_ca_topic_score_gemma":0.0000026130112,"teacher_disagreement_score":0.37325215,"about_ca_system_score_codex":0.00005617259,"about_ca_system_score_gemma":0.000029628107,"threshold_uncertainty_score":0.7506665},"labels":[],"label_agreement":null},{"id":"W4387025865","doi":"10.1002/cepa.2741","title":"Case study: use of SHM to support bridge assessment, maintenance and operation","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Structural health monitoring; Corrosion; Forensic engineering; Corrosion monitoring; Key (lock); Engineering; Construction engineering; Risk analysis (engineering); Computer science; Civil engineering; Computer security; Electrical engineering; Business; Materials science","score_opus":0.05382157976725571,"score_gpt":0.2996643450580923,"score_spread":0.2458427652908366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387025865","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977411,0.0000030500269,0.00010082632,0.00005134768,0.00017709941,0.00029121875,0.000021470787,0.00016279922,0.0014510638],"genre_scores_gemma":[0.9993466,0.000015366591,0.00011328316,0.00007454404,0.000013197002,0.000021420112,0.000008175083,0.0000142184645,0.00039316446],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99942994,0.000019407908,0.00016051585,0.00016235016,0.00009065277,0.0001371198],"domain_scores_gemma":[0.9996048,0.000057208406,0.000011394727,0.00020875322,0.000027627775,0.000090195674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016772976,0.000085016596,0.00012676964,0.000055275643,0.000039438943,0.000033955523,0.000042346514,0.000026888982,0.00013252716],"category_scores_gemma":[0.000058636146,0.00008157238,0.000024503539,0.00017472624,0.000018052728,0.00008950847,0.000048124733,0.00006382159,0.000017012151],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006762517,0.00012375257,0.36380216,0.00039323635,0.00009403035,0.0034445673,0.013067361,0.01672078,0.467895,0.00031848453,0.028739627,0.10533339],"study_design_scores_gemma":[0.0015359336,0.00060202053,0.925137,0.000044432156,0.000057217956,0.00039377445,0.006655662,0.03638705,0.002772238,0.000006234431,0.02580598,0.0006024487],"about_ca_topic_score_codex":0.00010049233,"about_ca_topic_score_gemma":0.00025486734,"teacher_disagreement_score":0.56133485,"about_ca_system_score_codex":0.00003743454,"about_ca_system_score_gemma":0.000018680079,"threshold_uncertainty_score":0.33264253},"labels":[],"label_agreement":null},{"id":"W4387056136","doi":"10.3390/engproc2023043038","title":"Life Cycle Cost Assessment of an Existing All-Aluminum Bridge: Comparison of Two Deck Options","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"","keywords":"Bridge (graph theory); Deck; Bridge deck; Life-cycle cost analysis; Service life; Life-cycle assessment; Engineering; Reliability engineering; Bridge maintenance; Material selection; Forensic engineering; Computer science; Construction engineering; Structural engineering; Transport engineering; Materials science; Production (economics)","score_opus":0.10322933197197878,"score_gpt":0.3992876458053991,"score_spread":0.2960583138334203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387056136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849423,0.000017731616,0.0077020926,0.000046040554,0.00018345758,0.00016894618,0.000024513422,0.00035814385,0.0065567303],"genre_scores_gemma":[0.9965274,0.000008031479,0.0032975147,0.000022226583,0.000024418914,0.000013557374,0.00004330214,0.00001548609,0.000048065565],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990848,0.000035093355,0.00040124654,0.00013494928,0.00017740161,0.00016653432],"domain_scores_gemma":[0.99928206,0.00014308083,0.000048287027,0.0002991837,0.000067977926,0.00015940538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028095045,0.0000936231,0.00024428213,0.00007220783,0.00003195328,0.000013294035,0.00012574361,0.000037483347,0.0002690443],"category_scores_gemma":[0.00011160248,0.00009578585,0.000060780807,0.00023317037,0.000035844107,0.00008093703,0.000058467336,0.000103362654,0.000017685497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021429712,0.00030185923,0.19928002,0.00060319254,0.00009490644,0.0000063003286,0.0017102094,0.5088464,0.24580929,0.010141937,0.010856592,0.022327876],"study_design_scores_gemma":[0.00030848742,0.000034452565,0.18190992,0.000016491824,0.000013557197,7.184815e-7,0.0002718556,0.8123597,0.004506369,0.00005129468,0.00042449334,0.000102639395],"about_ca_topic_score_codex":0.00012468992,"about_ca_topic_score_gemma":0.00013407052,"teacher_disagreement_score":0.30351335,"about_ca_system_score_codex":0.00003874002,"about_ca_system_score_gemma":0.000042521187,"threshold_uncertainty_score":0.39060336},"labels":[],"label_agreement":null},{"id":"W4387232684","doi":"10.1139/cjce-2022-0134","title":"Structural reliability assessment of steel bridges using OSIM visual inspection data and Bayesian updating","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Bridge (graph theory); Visual inspection; Reliability (semiconductor); Reliability engineering; Calibration; Structural reliability; Engineering; Bayesian probability; Set (abstract data type); Structural engineering; Computer science; Data mining; Artificial intelligence; Statistics; Probabilistic logic; Mathematics","score_opus":0.02100731468142209,"score_gpt":0.26602101512486626,"score_spread":0.24501370044344417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387232684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98235506,0.00018547973,0.016328452,0.000034284632,0.0007695319,0.00007142302,0.00004974742,0.00007447822,0.0001315369],"genre_scores_gemma":[0.9989776,0.00002186405,0.0008380336,0.0000041847516,0.000119428856,4.4889345e-7,0.000010669315,0.000026160626,0.0000016085892],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99895453,0.000022857177,0.0004646865,0.00014072376,0.00016336265,0.000253862],"domain_scores_gemma":[0.99913377,0.0000898875,0.00008574033,0.00025801422,0.000095175325,0.00033738956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005849106,0.00013740845,0.00026242505,0.00033045627,0.00007054281,0.00005126859,0.00020110044,0.000062391235,0.000042243653],"category_scores_gemma":[0.00027288691,0.00014608164,0.000045539673,0.00033465706,0.000038357954,0.00035288138,0.00004378573,0.00027827517,2.6016744e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003745758,0.0000019857969,0.082147904,0.0003957542,0.00004005659,0.000038294922,0.00034833103,0.8948223,0.019551182,0.00010852775,0.00028488872,0.0022570454],"study_design_scores_gemma":[0.00015699465,0.000023028113,0.13241969,0.00010852291,0.000018538654,0.000050803857,0.00021704569,0.8664388,0.00022601281,0.000012551222,0.00020929956,0.000118714015],"about_ca_topic_score_codex":0.00062602945,"about_ca_topic_score_gemma":0.013767022,"teacher_disagreement_score":0.050271783,"about_ca_system_score_codex":0.0002452567,"about_ca_system_score_gemma":0.00030143445,"threshold_uncertainty_score":0.7682321},"labels":[],"label_agreement":null},{"id":"W4387360648","doi":"10.21203/rs.3.rs-3377800/v1","title":"Risk Assessment Protocol for Existing Bridge Infrastructure Considering Climate Change","year":2023,"lang":"en","type":"preprint","venue":"Research Square","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Bridge (graph theory); Climate change; Protocol (science); Risk analysis (engineering); Computer science; Environmental resource management; Business; Environmental planning; Environmental science; Geology; Medicine; Oceanography","score_opus":0.2886227471169661,"score_gpt":0.48661078254295764,"score_spread":0.19798803542599153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387360648","genre_codex":"protocol","genre_gemma":"protocol","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"protocol","genre_consensus":"protocol","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.059228025,0.00011033808,0.013107079,0.0006777267,0.0021638863,0.90772325,0.0053308974,0.005451594,0.0062071797],"genre_scores_gemma":[0.18996127,0.00010339569,0.0037243518,0.000013144814,0.0008558217,0.8049074,0.00017700047,0.00020791682,0.000049705428],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9963863,0.00031996155,0.00056586455,0.0007678433,0.00082913955,0.0011308774],"domain_scores_gemma":[0.9969254,0.001100476,0.00010844263,0.0009953337,0.0005962299,0.0002741234],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.002938973,0.00040772153,0.00051344896,0.00037842416,0.0004105267,0.00038351287,0.00045813544,0.0004507063,0.00016121431],"category_scores_gemma":[0.0012945414,0.00040496408,0.00025737484,0.00033522313,0.0001038603,0.000110168025,0.0016601358,0.0026158146,0.000046534384],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007103064,0.00018033903,0.37715974,0.2083272,0.00042732665,0.0002987035,0.0072925836,0.057638425,0.003614965,0.003866028,0.076584555,0.2638998],"study_design_scores_gemma":[0.002196558,0.00027749556,0.45509177,0.0057999175,0.000034015415,0.000007206376,0.000603547,0.46916714,0.0006800218,0.011538337,0.05326485,0.0013391409],"about_ca_topic_score_codex":0.00014775601,"about_ca_topic_score_gemma":0.00013539674,"teacher_disagreement_score":0.4115287,"about_ca_system_score_codex":0.00064141006,"about_ca_system_score_gemma":0.0002098341,"threshold_uncertainty_score":0.9998402},"labels":[],"label_agreement":null},{"id":"W4387469799","doi":"10.1016/j.oceaneng.2023.115965","title":"Life-cycle thinking-based decision support framework for multispan simply supported bridges under typhoon-induced wave, current and surge conditions","year":2023,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China; American Association of State Highway and Transportation Officials; Ministère de la Santé et des Services sociaux","keywords":"Typhoon; Storm surge; Girder; Engineering; Environmental science; Civil engineering; Meteorology; Storm; Geology; Climatology","score_opus":0.027311904704670643,"score_gpt":0.27346073872779775,"score_spread":0.2461488340231271,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387469799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78413093,0.00008891158,0.21245112,0.00016926475,0.0011800819,0.00036996114,0.00015977256,0.0014375318,0.000012436811],"genre_scores_gemma":[0.9966638,0.000074720636,0.0026358261,0.00010231311,0.00011773664,0.000032036412,0.00026389534,0.00010090474,0.000008748797],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851525,0.000012248431,0.0003818021,0.0003535304,0.00022994285,0.00050723157],"domain_scores_gemma":[0.9981805,0.0009624414,0.000037065172,0.00036404384,0.00006992599,0.0003859983],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031262424,0.00029630528,0.00031823653,0.00025828087,0.00019748842,0.000057331254,0.00013400306,0.00016102208,0.00011996488],"category_scores_gemma":[0.0007475979,0.00032282624,0.0001349952,0.000398727,0.00002256093,0.00013526266,0.000078419,0.00031127312,0.000025402318],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000088569715,0.00009200927,0.0073907822,0.0012718175,0.00012250134,0.00004991876,0.0011892852,0.9275325,0.012811606,0.004471283,0.024325432,0.020654274],"study_design_scores_gemma":[0.00073553796,0.00004268962,0.034721643,0.00017441691,0.00003359974,0.0000053971357,0.00008534411,0.95603323,0.0024975534,0.0009533419,0.004252244,0.00046497915],"about_ca_topic_score_codex":0.0000056836757,"about_ca_topic_score_gemma":0.000007509425,"teacher_disagreement_score":0.2125329,"about_ca_system_score_codex":0.000081563354,"about_ca_system_score_gemma":0.00006653888,"threshold_uncertainty_score":0.9999224},"labels":[],"label_agreement":null},{"id":"W4387866278","doi":"10.1016/j.jobe.2023.107954","title":"Durability of GFRP and BFRP reinforcing bars in simulated seawater sea sand calcium sulfoaluminate cement concrete pore solution","year":2023,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Ministry of Science and Technology of the People's Republic of China","keywords":"Basalt fiber; Fibre-reinforced plastic; Durability; Materials science; Composite material; Cement; Ultimate tensile strength; Epoxy; Seawater; Corrosion; Carbonation; Scanning electron microscope; Glass fiber; Fiber; Geology","score_opus":0.013564043110098541,"score_gpt":0.23309142883850023,"score_spread":0.2195273857284017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387866278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99126154,0.00027966217,0.007713214,0.000062145264,0.00041873407,0.00012574876,0.0000051658867,0.00011009911,0.000023714018],"genre_scores_gemma":[0.99899966,0.00010952807,0.0007953501,0.000004855458,0.00004911605,0.000001487658,0.0000038020635,0.000028823506,0.0000073843667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985138,0.000026513548,0.00077458814,0.00013824769,0.00022451194,0.00032233604],"domain_scores_gemma":[0.99930686,0.00017913914,0.00011348932,0.00016399864,0.000107366,0.00012915928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010786009,0.00018398905,0.00040702286,0.00039276268,0.00002817821,0.000026575637,0.00011453158,0.00010620527,0.000013639484],"category_scores_gemma":[0.00025315295,0.00017789571,0.000103043414,0.00041794078,0.000030157871,0.00024621518,0.00006645541,0.00034438094,6.955258e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003159541,0.000001612298,0.0048632068,0.00033272966,0.00002166482,0.000028774615,0.0002967707,0.651008,0.3426409,0.000012056375,0.000067062436,0.0006955932],"study_design_scores_gemma":[0.0008762861,0.0000773602,0.017099833,0.00037484715,0.000022963057,0.000038188344,0.000071405295,0.89768445,0.08325291,0.000016757776,0.0002787919,0.00020621705],"about_ca_topic_score_codex":0.000030702166,"about_ca_topic_score_gemma":0.000001499944,"teacher_disagreement_score":0.259388,"about_ca_system_score_codex":0.00018792546,"about_ca_system_score_gemma":0.000024248644,"threshold_uncertainty_score":0.72543764},"labels":[],"label_agreement":null},{"id":"W4388504281","doi":"10.14359/51740228","title":"Use of Rubberized ECC in repair/strengthening lightweight concrete elements","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Environmental protection; Ancient history; History","score_opus":0.03216489602303444,"score_gpt":0.24038144341458936,"score_spread":0.20821654739155493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388504281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959212,0.00002576378,0.00009518223,0.000034354183,0.00020738758,0.0001460031,0.000010866775,0.0009487941,0.0026104425],"genre_scores_gemma":[0.99715626,0.00006292309,0.0019206854,0.0000288219,0.000017136004,0.000014547877,0.000016391168,0.000019987801,0.00076324254],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99899966,0.000033205033,0.0004399028,0.00016213839,0.00013871185,0.00022640137],"domain_scores_gemma":[0.9993941,0.00019907451,0.000027875181,0.00029121301,0.000026407746,0.000061285384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021539128,0.000115597155,0.00021746945,0.00014671333,0.00001649267,0.00001308493,0.000083345134,0.000059992904,0.00056071236],"category_scores_gemma":[0.00015059697,0.00010679943,0.00009046206,0.00046626272,0.000021497714,0.0001262058,0.000058046415,0.00009956377,0.00007703912],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001837542,0.000015025496,0.19485778,0.0004971168,0.0001156953,0.00011883303,0.002466237,0.003331211,0.74300474,0.0026563513,0.04007612,0.012677113],"study_design_scores_gemma":[0.0021421225,0.00008205455,0.028853664,0.00017242263,0.000025555853,0.0000032217993,0.000347717,0.7650055,0.13187605,0.00016032752,0.070675306,0.0006560358],"about_ca_topic_score_codex":0.00005347017,"about_ca_topic_score_gemma":0.000042958396,"teacher_disagreement_score":0.7616743,"about_ca_system_score_codex":0.000034893877,"about_ca_system_score_gemma":0.000009237192,"threshold_uncertainty_score":0.6139407},"labels":[],"label_agreement":null},{"id":"W4388504356","doi":"10.14359/51740236","title":"Review of Tests on Ferrocement Retrofitted Unreinforced Masonry","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Environmental protection; Ancient history; History","score_opus":0.025832162102315537,"score_gpt":0.2677742950113917,"score_spread":0.24194213290907618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388504356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71366936,0.0064139743,0.0008708946,0.002321192,0.0011763744,0.0013353879,0.000030804924,0.0042733476,0.2699087],"genre_scores_gemma":[0.9899476,0.0069321766,0.000076035,0.0014365807,0.000016591106,0.000018075278,0.000027264148,0.000016422564,0.0015292492],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99941236,0.000009843812,0.0002275253,0.00009104666,0.00013290375,0.00012635168],"domain_scores_gemma":[0.9995566,0.00006696982,0.000016496473,0.00027384266,0.000035972153,0.00005009341],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00018390392,0.000082749255,0.00015857427,0.00004975006,0.000011696394,0.0000032297567,0.00007862527,0.000029792225,0.0012361242],"category_scores_gemma":[0.00014724534,0.00006854853,0.000060523973,0.0003693906,0.000009584342,0.000023465882,0.000026071855,0.0000633405,0.00037790148],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037405727,0.000018540823,0.0028971247,0.026025692,0.00004258864,0.000010159465,0.00015602453,0.0032372691,0.06776516,0.0038724174,0.8673645,0.028573101],"study_design_scores_gemma":[0.002602086,0.000765732,0.07066224,0.026697619,0.0001121158,0.000007455942,0.00032388713,0.28321174,0.15083137,0.00031703326,0.46269226,0.0017764713],"about_ca_topic_score_codex":0.0000036865044,"about_ca_topic_score_gemma":0.000001637218,"teacher_disagreement_score":0.40467227,"about_ca_system_score_codex":0.00003233773,"about_ca_system_score_gemma":0.000008424891,"threshold_uncertainty_score":0.9996769},"labels":[],"label_agreement":null},{"id":"W4388823298","doi":"10.1016/j.conbuildmat.2023.134160","title":"On the corrosion parameters acquired through potentiodynamic scans of carbon steel rebar in simulated pore solution and mortar","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Carbonation; Rebar; Corrosion; Chloride; Tafel equation; Materials science; Mortar; Relative humidity; Carbon steel; Metallurgy; Humidity; Composite material; Cement; Electrochemistry; Chemistry; Thermodynamics","score_opus":0.01595989176633149,"score_gpt":0.22820477292689811,"score_spread":0.2122448811605666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388823298","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841565,0.000034309338,0.00026115542,0.0000865612,0.0007370731,0.00023715626,0.000024074307,0.0001523968,0.000051622166],"genre_scores_gemma":[0.99957955,0.00016844967,0.00018513316,0.00001662161,0.000010539328,0.000005947573,0.000015717838,0.000012688328,0.000005363707],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921095,0.00007115873,0.00029703276,0.0001776982,0.00009518547,0.00014797818],"domain_scores_gemma":[0.9996364,0.000103688566,0.000060538503,0.00014882286,0.000022948496,0.00002756785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028164216,0.000121452555,0.0002057677,0.00009932253,0.000064368025,0.000036741465,0.00004520266,0.00008987585,0.000026072968],"category_scores_gemma":[0.000078884346,0.000097781885,0.000022842112,0.00021890021,0.00014647038,0.000071722454,0.000034899826,0.000049221,8.925228e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045935027,0.0000028157401,0.0013043917,0.00007655837,0.000004378808,0.0000015576097,0.00015774871,0.0037607674,0.9924104,0.0009748391,0.000018608262,0.0012419694],"study_design_scores_gemma":[0.0014817633,0.0001025225,0.026908644,0.0005610476,0.00005081344,0.000039976632,0.0010076982,0.19456615,0.76895845,0.0058427164,0.00005399278,0.00042622618],"about_ca_topic_score_codex":0.00008831917,"about_ca_topic_score_gemma":0.000010905207,"teacher_disagreement_score":0.22345197,"about_ca_system_score_codex":0.000034797984,"about_ca_system_score_gemma":0.000007446656,"threshold_uncertainty_score":0.39874294},"labels":[],"label_agreement":null},{"id":"W4388824712","doi":"10.5772/intechopen.1002247","title":"Advances in Reinforced Concrete Integrity and Failure","year":2023,"lang":"en","type":"book-chapter","venue":"Civil engineering.","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Reinforced concrete; Construction engineering; Engineering; Structural integrity; Structural engineering; Computer science","score_opus":0.009842129494996583,"score_gpt":0.19657447678063392,"score_spread":0.18673234728563734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388824712","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0037283914,0.01752567,0.00548988,0.0003212956,0.0047265193,0.0016834163,0.00033898008,0.0078978,0.9582881],"genre_scores_gemma":[0.69246155,0.03326097,0.0011226889,0.00013563593,0.00089752703,0.00020911738,0.00036369523,0.0011479332,0.27040088],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99882305,0.0000037142145,0.00037762968,0.00032798466,0.00017379079,0.000293863],"domain_scores_gemma":[0.99926126,0.00016638529,0.000034026274,0.0003616185,0.000035034576,0.0001416714],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015625735,0.00042701236,0.00050875143,0.00025901626,0.000017537315,0.000033719367,0.00016093104,0.00044281926,0.00020227395],"category_scores_gemma":[0.00011151439,0.00046256508,0.00009944083,0.00007910927,0.000048002385,0.00014791345,0.00008783682,0.00112499,0.00008871423],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015943518,0.0000027444255,0.0003095783,0.016764158,0.00029410288,0.0008800046,0.0023594005,0.19710644,0.012524086,0.672913,0.03143582,0.065251194],"study_design_scores_gemma":[0.0007368107,0.00005929925,0.00013780857,0.0014375157,0.000037680275,0.000026299344,0.000029926008,0.2771673,0.00021307643,0.0013194373,0.7172776,0.0015572626],"about_ca_topic_score_codex":0.000004711539,"about_ca_topic_score_gemma":0.00024557405,"teacher_disagreement_score":0.68873316,"about_ca_system_score_codex":0.0001073959,"about_ca_system_score_gemma":0.000023208913,"threshold_uncertainty_score":0.9997826},"labels":[],"label_agreement":null},{"id":"W4389862615","doi":"10.1038/s41598-023-48058-9","title":"4D evolutions of cracks, voids, and corrosion products in reinforced concrete materials","year":2023,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Scanning electron microscope; Cracking; Composite material","score_opus":0.013824596029176848,"score_gpt":0.22215806335546426,"score_spread":0.2083334673262874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389862615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99394983,0.00009156567,0.00006482197,0.000059630533,0.0050404775,0.00030753706,0.000011926585,0.00022908997,0.0002451401],"genre_scores_gemma":[0.9981083,0.000018896886,0.00013574953,0.000003026479,0.000020108482,0.000017154005,0.00006118843,0.000011677831,0.0016238991],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99862087,0.000027569764,0.0005403719,0.00036236027,0.00022864943,0.00022019645],"domain_scores_gemma":[0.9991303,0.000036262936,0.000086517364,0.00056988234,0.00011038819,0.000066665954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013349125,0.00010139054,0.00020324177,0.00021648436,0.00009859581,0.00009193983,0.000060779617,0.000058736772,0.00010145435],"category_scores_gemma":[0.00050705875,0.000097038544,0.00002509499,0.0008543907,0.0002124227,0.00014656832,0.00007727121,0.000064270724,0.00001659572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004625951,5.480664e-7,0.0014589952,0.00014056535,8.40876e-7,0.000029970939,0.0002731952,0.00056285196,0.99140817,0.00008477094,0.005917241,0.00011823395],"study_design_scores_gemma":[0.00021234265,0.000021407088,0.009716288,0.00013960587,0.000008564279,0.00006754173,0.00017812314,0.015919628,0.9646519,0.00074714003,0.008093169,0.0002442822],"about_ca_topic_score_codex":0.000035935427,"about_ca_topic_score_gemma":0.00001484841,"teacher_disagreement_score":0.026756253,"about_ca_system_score_codex":0.000035028315,"about_ca_system_score_gemma":0.00006632295,"threshold_uncertainty_score":0.3957117},"labels":[],"label_agreement":null},{"id":"W4389919404","doi":"10.1016/j.istruc.2023.105693","title":"Explainable machine learning-aided efficient prediction model and software tool for bond strength of concrete with corroded reinforcement","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Qatar National Research Fund; Qatar University; Qatar Foundation","keywords":"Serviceability (structure); Reinforcement; Bond strength; Structural engineering; Concrete cover; Bond; Compressive strength; Corrosion; Steel bar; Computer science; Materials science; Composite material; Engineering","score_opus":0.008873281583814516,"score_gpt":0.208989693875047,"score_spread":0.2001164122912325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389919404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9665934,0.000095053176,0.032162186,0.000009721608,0.00010472529,0.00041845904,0.00015303446,0.00037747988,0.00008595545],"genre_scores_gemma":[0.997253,0.000024802914,0.0023381747,0.000008918697,0.00001732378,0.00004325064,0.00013765799,0.00002325626,0.00015362358],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992408,0.000008057684,0.00021169538,0.00018035955,0.00016013625,0.00019891924],"domain_scores_gemma":[0.99957556,0.00009007569,0.000045034234,0.0001703148,0.0000651569,0.00005383494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011493414,0.00014474697,0.00019055912,0.000073595664,0.00009166086,0.000018658853,0.000058080972,0.00005779919,0.000025007032],"category_scores_gemma":[0.000119179684,0.00011753257,0.00003720958,0.00012599197,0.00004772788,0.00004328492,0.00003531155,0.00010675676,4.9084053e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002054253,5.9493806e-7,0.0009985465,0.00029102265,0.000016116936,7.1512164e-7,0.0005468654,0.98561454,0.010360066,0.00047128001,0.0005016908,0.0009931271],"study_design_scores_gemma":[0.00093805464,0.00016234926,0.0017383376,0.000025533942,0.000024810397,0.0000024306412,0.00015986904,0.9837999,0.012449546,0.00025458282,0.00031164644,0.00013294471],"about_ca_topic_score_codex":0.000013554804,"about_ca_topic_score_gemma":0.000006291749,"teacher_disagreement_score":0.030659607,"about_ca_system_score_codex":0.000031379757,"about_ca_system_score_gemma":0.000021554712,"threshold_uncertainty_score":0.4792839},"labels":[],"label_agreement":null},{"id":"W4390406309","doi":"10.3390/ma17010188","title":"Assessing and Forecasting ISR-Affected Critical Infrastructure: State-of-the-Art and Challenges","year":2023,"lang":"en","type":"article","venue":"Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Durability; Risk analysis (engineering); Residual; Computer science; Forensic engineering; Engineering; Business","score_opus":0.04343718449659781,"score_gpt":0.26312993565229253,"score_spread":0.21969275115569473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390406309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985006,0.00024877625,0.00006289789,0.00022022452,0.00050840626,0.00008528117,0.000016095155,0.00015254479,0.00020520318],"genre_scores_gemma":[0.99955434,0.00016773166,0.00020797351,0.000011415651,0.00002779205,0.000005810865,0.000002216755,0.000013872091,0.000008833351],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994469,0.000056954043,0.00017543886,0.00011074424,0.000071753435,0.00013819843],"domain_scores_gemma":[0.9996176,0.0001925114,0.000018371557,0.00011191664,0.000021414631,0.000038222846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025611688,0.0000840232,0.00016689383,0.000029490444,0.000047813453,0.00008417257,0.00004137812,0.00003958679,0.00006527726],"category_scores_gemma":[0.00036913424,0.000065155335,0.000013209018,0.000065854474,0.00006465671,0.00008056418,0.00008873675,0.000041640367,0.0000041789326],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000073238657,0.0000018435992,0.00075048156,0.0011469518,0.000006533568,0.0000031342058,0.00038944598,0.000052090065,0.94243586,0.00019619612,0.00025854394,0.05475157],"study_design_scores_gemma":[0.0003868957,0.000030708376,0.6708727,0.0002398161,0.000019903333,0.000027065522,0.00022634561,0.004470953,0.3186854,0.0026236998,0.002139701,0.00027679125],"about_ca_topic_score_codex":0.000002575505,"about_ca_topic_score_gemma":0.0000037868967,"teacher_disagreement_score":0.6701222,"about_ca_system_score_codex":0.000008829076,"about_ca_system_score_gemma":0.0000045655065,"threshold_uncertainty_score":0.26569575},"labels":[],"label_agreement":null},{"id":"W4390685918","doi":"10.20944/preprints202401.0616.v1","title":"Ballast-Supported Foundation Designs for DIY Low-Cost Open-Source Solar Photovoltaic Racking Systems","year":2024,"lang":"en","type":"preprint","venue":"Preprints.org","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Ballast; Photovoltaic system; Constructability; Capital cost; Engineering; Reliability engineering; Automotive engineering; Electrical engineering; Structural engineering","score_opus":0.14928358637212286,"score_gpt":0.3444538429804048,"score_spread":0.19517025660828197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390685918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89195985,0.00034929518,0.08584793,0.00007266922,0.0064782957,0.0080553135,0.0001787171,0.0021801156,0.004877842],"genre_scores_gemma":[0.9939722,0.00009713146,0.00030994485,0.000049687027,0.00034929512,0.0026510302,0.00044430135,0.0002487218,0.0018777045],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99613076,0.00017021075,0.0011280151,0.0014959484,0.00040895413,0.0006660803],"domain_scores_gemma":[0.99695426,0.0003269999,0.00024542405,0.0018675909,0.00031271833,0.00029298433],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0018556145,0.000712301,0.00088162906,0.00024884954,0.00019209716,0.00055773533,0.0013012752,0.00061693386,0.0009864719],"category_scores_gemma":[0.00055028545,0.00078679645,0.00039902737,0.0002614524,0.00006795627,0.00021660308,0.0034080162,0.001306387,0.0019737075],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050873193,0.00025262625,0.0625886,0.022244677,0.0009939101,0.000057745092,0.0049039964,0.22906284,0.65668154,0.00054930476,0.0034230412,0.018732972],"study_design_scores_gemma":[0.0014424335,0.000034274584,0.01105685,0.002693996,0.00043531312,0.000029478368,0.00051007565,0.769263,0.13203652,0.001683915,0.07867589,0.0021381986],"about_ca_topic_score_codex":0.00035221208,"about_ca_topic_score_gemma":0.000085632906,"teacher_disagreement_score":0.54020023,"about_ca_system_score_codex":0.00073483516,"about_ca_system_score_gemma":0.00025615268,"threshold_uncertainty_score":0.99992675},"labels":[],"label_agreement":null},{"id":"W4391361410","doi":"10.1080/15623599.2024.2304479","title":"Environmental life cycle assessment (LCA) for design of climate-resilient bridges – a comprehensive review and a case study","year":2024,"lang":"en","type":"review","venue":"International Journal of Construction Management","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario; University of Ottawa; National Research Council Canada","funders":"","keywords":"Life-cycle assessment; Environmental science; Climate change; Engineering; Environmental planning; Environmental resource management; Architectural engineering; Ecology; Economics; Biology","score_opus":0.036326619202979145,"score_gpt":0.34618893791281563,"score_spread":0.3098623187098365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391361410","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00052927964,0.9868353,0.009190868,0.000037366022,0.0014873856,0.001713621,0.00013843582,0.000021790502,0.000045931363],"genre_scores_gemma":[0.0036310947,0.9927219,0.00341619,0.00002652431,0.00008306697,0.00007927347,0.000008927109,0.000026604886,0.000006394868],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980266,0.000114204384,0.0011733724,0.00019628987,0.00038059807,0.00010893994],"domain_scores_gemma":[0.9990527,0.00013957606,0.00046319995,0.00014884451,0.000109768174,0.00008593676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040492174,0.0002562275,0.00091221696,0.00031305684,0.000028695385,0.000057715104,0.00019416984,0.00004840706,0.000062292376],"category_scores_gemma":[0.000014096602,0.00021267807,0.00032620915,0.000070861555,0.00006150048,0.00009013273,0.00014154756,0.0002034594,0.0000029438622],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017092345,0.00007897006,0.00001638971,0.029608982,0.0017385278,0.00053672044,0.000041980158,0.00081324717,0.0000011080102,0.00014513616,0.0005394639,0.9664624],"study_design_scores_gemma":[0.0024331606,0.00072712364,0.00013478457,0.03865846,0.019005127,0.018905073,0.0045956047,0.0074478877,0.0000015160559,0.00012450412,0.907119,0.00084779685],"about_ca_topic_score_codex":0.0000018504848,"about_ca_topic_score_gemma":5.4403085e-7,"teacher_disagreement_score":0.96561456,"about_ca_system_score_codex":0.00026608323,"about_ca_system_score_gemma":0.000043964286,"threshold_uncertainty_score":0.8672761},"labels":[],"label_agreement":null},{"id":"W4391424908","doi":"10.1007/978-3-031-35471-7_23","title":"User-Friendly Time-Dependent Reliability-Based Charts to Evaluate the Structural Safety of RC Wharf Decks Exposed to a Changing Environment","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Wharf; Reliability (semiconductor); Reliability engineering; Computer science; Structural reliability; Engineering; Structural engineering; Artificial intelligence; Physics","score_opus":0.007061433341046139,"score_gpt":0.2027500081338572,"score_spread":0.19568857479281107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391424908","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0775416,0.0064028716,0.8822935,0.0021359874,0.0070112464,0.008786043,0.0009509671,0.0025414275,0.012336338],"genre_scores_gemma":[0.9951707,0.000040713723,0.0023148977,0.00018770459,0.00028032117,0.00014677376,0.000048878966,0.00032122387,0.0014887525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969544,0.000027774731,0.00085070904,0.000780087,0.000712422,0.0006746453],"domain_scores_gemma":[0.99795836,0.0005243332,0.000055377113,0.0011640998,0.000055654335,0.00024219483],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00072917325,0.00082806946,0.0008177482,0.00061290135,0.00006243014,0.00006563235,0.0005222861,0.00041273687,0.0011553909],"category_scores_gemma":[0.00022943161,0.00069673755,0.00031804922,0.000247474,0.000039856513,0.00005992365,0.00029763544,0.0010451722,0.00020838494],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057891604,0.000003537232,0.000010202028,0.0005308153,0.000044820055,0.000017130327,0.00092781184,0.9747514,0.020141128,0.0002124632,0.000055119945,0.0032476455],"study_design_scores_gemma":[0.0010339206,0.00029004097,0.00015030468,0.0033044487,0.00028024215,0.000022529119,0.000018989007,0.8683991,0.0553467,0.0010782614,0.06760992,0.0024655415],"about_ca_topic_score_codex":0.000007932761,"about_ca_topic_score_gemma":0.00011791748,"teacher_disagreement_score":0.9176291,"about_ca_system_score_codex":0.0008438576,"about_ca_system_score_gemma":0.000051067836,"threshold_uncertainty_score":0.9997577},"labels":[],"label_agreement":null},{"id":"W4391546604","doi":"10.1007/978-3-031-34027-7_52","title":"Assessing Risk of Climate Change on Existing Canadian Bridge Infrastructure: A Multidisciplinary Approach","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Multidisciplinary approach; Climate change; Bridge (graph theory); Environmental planning; Environmental resource management; Risk analysis (engineering); Environmental science; Business; Political science; Geology; Medicine; Oceanography","score_opus":0.028459424655122894,"score_gpt":0.24819094078785642,"score_spread":0.21973151613273353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546604","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.038208466,0.023040615,0.10401999,0.00015119408,0.009752071,0.0037674988,0.0023838351,0.0037161645,0.8149602],"genre_scores_gemma":[0.9964556,0.0005479247,0.001996037,0.000019497791,0.0004782649,0.000041176576,0.000100420875,0.00028732058,0.00007374022],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978936,0.000013156599,0.00059575005,0.0005867136,0.00027773483,0.0006330515],"domain_scores_gemma":[0.9987155,0.00036008502,0.000095899755,0.0005639522,0.000041077954,0.00022344671],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030283415,0.00072238274,0.0007266939,0.0008562453,0.000064248554,0.000095703515,0.000261592,0.0007069321,0.00008781669],"category_scores_gemma":[0.00019690901,0.000744912,0.00024021923,0.00021686881,0.000041956293,0.00012608961,0.00012421202,0.00201952,0.000014110071],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001197665,0.0000065198046,0.00076204014,0.00396266,0.0000957756,0.0001230539,0.001583806,0.93907285,0.00047251652,0.0028883147,0.00001896081,0.051001552],"study_design_scores_gemma":[0.00031606658,0.00005045365,0.0073291487,0.0040838583,0.00014622152,0.00004063489,0.000010039027,0.9806398,0.00023380948,0.0027377277,0.0030420164,0.0013702314],"about_ca_topic_score_codex":0.0012114241,"about_ca_topic_score_gemma":0.015546334,"teacher_disagreement_score":0.9582471,"about_ca_system_score_codex":0.0006706719,"about_ca_system_score_gemma":0.000063804204,"threshold_uncertainty_score":0.9995002},"labels":[],"label_agreement":null},{"id":"W4391546784","doi":"10.1007/978-3-031-34027-7_76","title":"Use of Electrochemical NDT Tests for Evaluating the Effectiveness of Cementitious Materials for Corrosion Repair of RC","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Cementitious; Nondestructive testing; Corrosion; Materials science; Forensic engineering; Composite material; Engineering; Medicine; Cement; Radiology","score_opus":0.027026432643486455,"score_gpt":0.26994099907489566,"score_spread":0.2429145664314092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546784","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19341907,0.006286581,0.7888922,0.000017952234,0.0027261865,0.006255206,0.0010167503,0.0006434544,0.0007425704],"genre_scores_gemma":[0.997194,0.00006046613,0.0022157375,0.0000037746775,0.000078852376,0.00017865856,0.00007504193,0.00012658101,0.00006687699],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984733,0.00002101003,0.00070378825,0.00030242532,0.00025857834,0.00024091752],"domain_scores_gemma":[0.9946944,0.0045237117,0.00012446854,0.00039883328,0.00022991998,0.000028638042],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010281753,0.00034943345,0.0007390261,0.00018054733,0.000015442083,0.000014149173,0.00015866722,0.00034056735,0.00003204705],"category_scores_gemma":[0.0018941491,0.0002969917,0.00032100122,0.0000915727,0.000042210988,0.000040695508,0.00006222753,0.00026602406,3.3653998e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017911535,0.000006154522,0.000010280549,0.00978992,0.000050737428,4.3091487e-7,0.000068090296,0.07535452,0.91255623,0.0017336993,0.000011560204,0.00023928782],"study_design_scores_gemma":[0.0003932055,0.0003246657,0.00003732393,0.00404833,0.00020035412,0.0000035829567,8.300558e-7,0.11467246,0.8743844,0.0053043286,0.00031935002,0.00031117376],"about_ca_topic_score_codex":0.000007389725,"about_ca_topic_score_gemma":0.000040649735,"teacher_disagreement_score":0.80377495,"about_ca_system_score_codex":0.0001799104,"about_ca_system_score_gemma":0.000045210334,"threshold_uncertainty_score":0.9999482},"labels":[],"label_agreement":null},{"id":"W4391546907","doi":"10.1007/978-3-031-34027-7_67","title":"Reducing Chloride Induced Corrosion Risk and Associated Life Cycle Cost of Marine RC Structure: Bangladesh Perspective","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Perspective (graphical); Corrosion; Chloride; Environmental science; Business; Forensic engineering; Natural resource economics; Materials science; Engineering; Metallurgy; Economics; Computer science; Artificial intelligence","score_opus":0.007946755840265942,"score_gpt":0.2053323446111527,"score_spread":0.19738558877088677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546907","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8001446,0.030381456,0.058864288,0.00041863183,0.015204324,0.005479075,0.0027242082,0.0055432064,0.081240185],"genre_scores_gemma":[0.9984955,0.00056173746,0.00017498019,0.000016882781,0.00023894139,0.000013407211,0.000067312416,0.00021725243,0.00021396612],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980702,0.000014138293,0.0006020294,0.00060521637,0.0003128098,0.00039562158],"domain_scores_gemma":[0.99861324,0.0005335139,0.00012867252,0.00043564683,0.00011255442,0.0001763705],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022042265,0.0006670042,0.0008461347,0.0004737218,0.000041593423,0.000056600064,0.00018813854,0.0008027946,0.00034329205],"category_scores_gemma":[0.0011425324,0.0006970874,0.00017508629,0.0002409622,0.000047287922,0.000082669474,0.00020844043,0.002031765,0.000004709207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009772181,0.000016084534,0.0005527147,0.0015893708,0.00025833835,0.00008535432,0.0026859257,0.927115,0.051085413,0.0029173663,0.000052309504,0.013544384],"study_design_scores_gemma":[0.0017389887,0.00022019217,0.0035376959,0.004287933,0.0005690706,0.000056831577,0.000050274062,0.93081903,0.030632176,0.023514222,0.0017346386,0.0028389215],"about_ca_topic_score_codex":0.00020939103,"about_ca_topic_score_gemma":0.001686653,"teacher_disagreement_score":0.19835089,"about_ca_system_score_codex":0.0006963775,"about_ca_system_score_gemma":0.000056147048,"threshold_uncertainty_score":0.999548},"labels":[],"label_agreement":null},{"id":"W4391624339","doi":"10.2749/newdelhi.2023.0237","title":"Addressing Climate Resiliency in Long Span Bridges Through Early Stage Aerodynamic and Climate Consulting","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Bridge (graph theory); Aerodynamics; Climate change; Engineering; Microclimate; Span (engineering); Deck; Civil engineering; Environmental science; Computer science; Structural engineering; Geology; Geography","score_opus":0.039608537176594814,"score_gpt":0.3052326795288059,"score_spread":0.2656241423522111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391624339","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955316,0.00019703424,0.0001657376,0.000035935023,0.0002572982,0.00018021802,0.000019634288,0.0006411849,0.0029713647],"genre_scores_gemma":[0.99904215,0.0005940694,0.00015279655,0.0000103836655,0.000025102747,0.000011884783,0.000028181157,0.000032157397,0.000103273844],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9985133,0.00003295195,0.00049702433,0.0003311294,0.00016847144,0.00045714047],"domain_scores_gemma":[0.9993781,0.00011058296,0.0000762141,0.0003374677,0.000031535492,0.000066085166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007200582,0.00015342877,0.00024063257,0.00008616792,0.00009971456,0.00007568868,0.00006713028,0.00007779506,0.000025594783],"category_scores_gemma":[0.00024540702,0.00015992402,0.000040795683,0.00032137535,0.000056989695,0.0002188285,0.00011784301,0.00019843363,0.000028311559],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001143766,0.000004952145,0.98586017,0.00036322835,0.0000038132118,0.0013765487,0.00065134227,0.0020383024,0.0069185295,0.00004684636,0.000030298123,0.0026945444],"study_design_scores_gemma":[0.00024200625,0.000010010007,0.96112,0.00018513596,0.000006083943,0.000112545116,0.00028143122,0.036940362,0.0006972178,0.000016486158,0.0001907777,0.00019792642],"about_ca_topic_score_codex":0.00020544931,"about_ca_topic_score_gemma":0.0005293705,"teacher_disagreement_score":0.034902062,"about_ca_system_score_codex":0.000065407155,"about_ca_system_score_gemma":0.000020483794,"threshold_uncertainty_score":0.6521512},"labels":[],"label_agreement":null},{"id":"W4391774453","doi":"10.1016/j.cemconcomp.2024.105476","title":"Effect of corrosion pit distribution of rebar on pore, and crack characteristics in concrete","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Corrosion; Rebar; Scanning electron microscope; Porosity; Composite material; Cement; Metallurgy","score_opus":0.005012284232784619,"score_gpt":0.2171800600119285,"score_spread":0.21216777577914386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391774453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99702066,0.0016834143,0.00030590684,0.000027028262,0.00021365595,0.00026856357,0.00012372434,0.00006567309,0.0002913958],"genre_scores_gemma":[0.9990665,0.0006500903,0.000016764474,0.000011512556,0.000021214812,0.00001014343,0.00019375492,0.000013175767,0.000016858814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991084,0.00006381772,0.0003617542,0.0001992732,0.00012614676,0.00014061299],"domain_scores_gemma":[0.99930274,0.00041756823,0.000042527652,0.00014747225,0.000027268743,0.00006239273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030574892,0.00017184184,0.00035817048,0.00007096497,0.000025045374,0.000030773295,0.000056692654,0.000073727235,0.000038513397],"category_scores_gemma":[0.000043840646,0.00014922435,0.00004778999,0.00012664338,0.00010443549,0.00006647142,0.00005087528,0.00013230892,0.0000020670172],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004316779,0.0000019258027,0.033001915,0.002338272,0.000021927803,0.000015396265,0.0003096473,0.000017950751,0.94681025,0.0014225414,0.00021374518,0.015414778],"study_design_scores_gemma":[0.0021460545,0.0028625457,0.042484686,0.002087799,0.00017323956,0.000014561908,0.00005971328,0.20965566,0.7363418,0.00006068083,0.0035303037,0.000583009],"about_ca_topic_score_codex":0.0000075395615,"about_ca_topic_score_gemma":4.550397e-7,"teacher_disagreement_score":0.21046847,"about_ca_system_score_codex":0.000033545835,"about_ca_system_score_gemma":0.000007639786,"threshold_uncertainty_score":0.6085192},"labels":[],"label_agreement":null},{"id":"W4391873783","doi":"10.1016/j.engstruct.2024.117643","title":"Seismic resilience assessment of extended pile shaft supported coastal bridges considering scour and uniform corrosion effects","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Hong Kong Polytechnic University; Research Grants Council, University Grants Committee","keywords":"Corrosion; Bridge (graph theory); Geotechnical engineering; Structural engineering; Resilience (materials science); Pile; Engineering; Prestressed concrete; Environmental science; Civil engineering; Geology; Materials science","score_opus":0.004912557202476808,"score_gpt":0.2385599939843554,"score_spread":0.2336474367818786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391873783","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90842724,0.00112094,0.088518456,0.000019786505,0.00093694514,0.00020544112,0.000041831867,0.0006362184,0.00009316253],"genre_scores_gemma":[0.99637693,0.000083512605,0.0033910915,0.000009308408,0.00004941054,0.000010961765,0.0000124563685,0.00004261015,0.000023717072],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99895805,0.000013883595,0.00028122592,0.0002724846,0.00020724995,0.000267104],"domain_scores_gemma":[0.9993653,0.00023385536,0.00002178763,0.0002362055,0.000028924442,0.000113904265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013411645,0.00024562428,0.0002809137,0.0001591973,0.00004027375,0.00007493898,0.00010534806,0.00009069225,0.000039600716],"category_scores_gemma":[0.00007724922,0.00023238598,0.000062263745,0.00017899064,0.00005970251,0.00014911874,0.000075945834,0.0002827709,0.0000011715024],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008457621,0.0000049754644,0.0016222508,0.0023997407,0.000025534726,0.00004823148,0.00025398706,0.4811053,0.50830305,0.0016700766,0.00038179272,0.0041766423],"study_design_scores_gemma":[0.00020129801,0.000053045645,0.08197989,0.0002830261,0.00002485062,0.00006330389,0.000045251887,0.8177726,0.098748475,0.00014798736,0.00043786239,0.00024234889],"about_ca_topic_score_codex":0.000021723818,"about_ca_topic_score_gemma":0.0000062672166,"teacher_disagreement_score":0.40955454,"about_ca_system_score_codex":0.000055995744,"about_ca_system_score_gemma":0.000042433654,"threshold_uncertainty_score":0.9476425},"labels":[],"label_agreement":null},{"id":"W4391948219","doi":"10.1007/978-3-031-53389-1_56","title":"Determining Factors Affecting Pitting Corrosion of Stainless Steel Reinforcing Bars","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Pitting corrosion; Corrosion; Metallurgy; Composite material","score_opus":0.01609332972432838,"score_gpt":0.2129729790925578,"score_spread":0.19687964936822944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391948219","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29366872,0.0022100925,0.0017891198,0.000008770813,0.0039805993,0.0009155583,0.00021760247,0.002190582,0.69501895],"genre_scores_gemma":[0.9156437,0.00013687338,0.00027908426,0.000009085469,0.0001838307,0.000008192267,0.000047326444,0.0002462367,0.08344569],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9978578,0.0000136392455,0.00087785313,0.0004636764,0.00037323267,0.00041378057],"domain_scores_gemma":[0.9985481,0.00042903522,0.00022954437,0.00054656225,0.00010388887,0.00014286848],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029251774,0.00065020524,0.0008508848,0.00026856223,0.00015963275,0.00011580373,0.00024237113,0.00042566372,0.00026987266],"category_scores_gemma":[0.00009615741,0.00064132066,0.00038093177,0.000053772248,0.00015589649,0.00020311127,0.00025338432,0.00072852435,0.000032894968],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004963781,0.00003466838,0.008403903,0.07192387,0.0011939937,0.00081232825,0.08449925,0.039211683,0.35617113,0.2507128,0.005465525,0.18107447],"study_design_scores_gemma":[0.0029645273,0.0022626442,0.0016095875,0.057609525,0.002454616,0.00023806022,0.023919394,0.10253607,0.38281453,0.02131725,0.38767454,0.014599254],"about_ca_topic_score_codex":0.000010121073,"about_ca_topic_score_gemma":0.000032684693,"teacher_disagreement_score":0.62197495,"about_ca_system_score_codex":0.0002330782,"about_ca_system_score_gemma":0.0000756589,"threshold_uncertainty_score":0.9996038},"labels":[],"label_agreement":null},{"id":"W4392002585","doi":"10.2172/2308813","title":"Mitigating Corrosion in Mg Sheet in Conjunction with a Sheet-Joining Method that Satisfies Structural Requirements within Sub-assemblies","year":2023,"lang":"en","type":"report","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Magna International (Canada)","funders":"Pacific Northwest National Laboratory; Office of Energy Efficiency and Renewable Energy; Battelle; U.S. Department of Energy","keywords":"Conjunction (astronomy); Fact sheet; Corrosion; Sheet metal; Sheet steel; Engineering drawing; Metallurgy; Engineering; Materials science; Computer science; Structural engineering; Database; Physics","score_opus":0.09016577865224017,"score_gpt":0.3341425765438135,"score_spread":0.24397679789157334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392002585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9776,0.00038771785,0.0043258807,0.00005055794,0.0035730037,0.0010641901,0.00004058383,0.0011777491,0.011780322],"genre_scores_gemma":[0.9918199,0.00031993017,0.0065954546,0.000042820022,0.000112022615,0.0001441644,0.00023603425,0.00017522473,0.0005544314],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99598145,0.00020879746,0.001224321,0.0008221686,0.0011422753,0.0006209579],"domain_scores_gemma":[0.99834096,0.000479864,0.0003131246,0.0005434099,0.00019009129,0.00013257524],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002086659,0.00070058345,0.0010990432,0.00075377634,0.000110585475,0.00017737316,0.00022545886,0.00052324,0.0002022787],"category_scores_gemma":[0.0005286923,0.0005962857,0.00013173744,0.00080273545,0.000073598756,0.00043895227,0.00017416263,0.0010949003,0.000016857142],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039242013,0.00002424807,0.8036721,0.005166644,0.0001259825,0.0004051479,0.006977687,0.06835693,0.06782269,0.00014734223,0.0058939178,0.041014895],"study_design_scores_gemma":[0.005631224,0.0005681984,0.4961959,0.013102986,0.00027057412,0.00035228385,0.015974415,0.41812074,0.04296752,0.0010923448,0.00072546565,0.0049983193],"about_ca_topic_score_codex":0.0024554466,"about_ca_topic_score_gemma":0.025376054,"teacher_disagreement_score":0.3497638,"about_ca_system_score_codex":0.0010127799,"about_ca_system_score_gemma":0.00036308073,"threshold_uncertainty_score":0.99964887},"labels":[],"label_agreement":null},{"id":"W4392157348","doi":"10.1061/jpcfev.cfeng-4633","title":"Risk-Based Self-Improving Asset Management Framework for Coastal Protection Structures Using 1+ Inspection Points","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Asset management; Risk management; Integrity management; Risk analysis (engineering); IT asset management; Computer science; Reliability engineering; Engineering; Business; Environmental science; Pipeline transport; Environmental engineering; Finance","score_opus":0.01252968981763682,"score_gpt":0.22726828097889493,"score_spread":0.2147385911612581,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392157348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83369553,0.00018196185,0.16422498,0.0000101046735,0.0012907964,0.00025364538,0.000115220704,0.00016937364,0.000058407724],"genre_scores_gemma":[0.9559165,0.000067502406,0.043873325,0.000002992419,0.000108351014,0.0000068817476,0.0000028905426,0.000016463135,0.0000050912195],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882096,0.000032519794,0.0005807084,0.00011800539,0.00026969195,0.0001781321],"domain_scores_gemma":[0.9992978,0.00010011115,0.00018872385,0.00013291315,0.00022650653,0.000053949316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003363727,0.00016735232,0.00026135816,0.00032937105,0.00010874192,0.000076713295,0.00009903062,0.000114228096,0.00005465803],"category_scores_gemma":[0.000087108645,0.00014853591,0.00015818131,0.00021471843,0.000092418515,0.00039798237,0.000017055314,0.00040073687,7.4633226e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029272626,0.00012264185,0.037722435,0.049424026,0.0017216897,0.00003724081,0.0058200485,0.25885692,0.11675999,0.013172461,0.00040093815,0.51303434],"study_design_scores_gemma":[0.0007194084,0.0004198999,0.004000606,0.0007546799,0.00017998797,0.0001222727,0.002070215,0.9400134,0.048076812,0.0022505547,0.0011001532,0.00029202783],"about_ca_topic_score_codex":0.000009092036,"about_ca_topic_score_gemma":0.000004475392,"teacher_disagreement_score":0.68115646,"about_ca_system_score_codex":0.00015877323,"about_ca_system_score_gemma":0.00009604288,"threshold_uncertainty_score":0.6057118},"labels":[],"label_agreement":null},{"id":"W4392799854","doi":"10.62676/3th69185","title":"Utilizing Data-Driven Methods to Predict the Fatigue Life of Cement Concrete Considering Corrosive Environmental Factors","year":2023,"lang":"en","type":"article","venue":"Journal of Design Against Fatigue","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Transport Canada","funders":"","keywords":"Cement; Portland cement; Structural engineering; Materials science; Linear regression; Taguchi methods; Fatigue testing; Composite material; Engineering; Mathematics; Statistics","score_opus":0.16115017483248345,"score_gpt":0.333040364782316,"score_spread":0.17189018994983257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392799854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59889287,0.00036104766,0.3986751,0.00017609632,0.0009297938,0.0005856893,0.00014356348,0.00010365985,0.00013216157],"genre_scores_gemma":[0.9791539,0.00027674087,0.02027285,0.00013013995,0.00007986371,0.0000084139,0.000027909224,0.00004153937,0.000008645951],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9974549,0.00042373792,0.0010379497,0.00023240267,0.0005125764,0.00033846745],"domain_scores_gemma":[0.99711853,0.0015112472,0.00034250648,0.00063819514,0.00006603527,0.00032345438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001729336,0.00027280767,0.0005483961,0.00021858969,0.0001152991,0.000050362833,0.0007265591,0.00009249023,0.00007476343],"category_scores_gemma":[0.000988751,0.00020099521,0.00016671147,0.0003437918,0.00011642773,0.00026583488,0.00027345767,0.0003895556,0.0000069542775],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011930936,0.000014761203,0.007884971,0.00012521334,0.00028323484,0.000045252666,0.005648458,0.25766027,0.70715743,0.000030060915,0.010619764,0.010411282],"study_design_scores_gemma":[0.0023288927,0.0007206671,0.013525472,0.00072550535,0.000322208,0.000037459326,0.016778283,0.74451995,0.21240993,0.000073204195,0.0076118037,0.0009466211],"about_ca_topic_score_codex":0.000005349613,"about_ca_topic_score_gemma":0.0000015739871,"teacher_disagreement_score":0.4947475,"about_ca_system_score_codex":0.00013774059,"about_ca_system_score_gemma":0.00010906898,"threshold_uncertainty_score":0.8196347},"labels":[],"label_agreement":null},{"id":"W4393130941","doi":"10.1007/s41062-024-01419-3","title":"Climate-induced deterioration prediction for bridges: an evolutionary computing-based framework","year":2024,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biogeosciences; Environmental engineering science; Computer science; Engineering; Artificial intelligence; Geology; Earth science","score_opus":0.022725132500457674,"score_gpt":0.28247690844136564,"score_spread":0.259751775940908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393130941","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32789394,0.00011969399,0.6669351,0.00017473096,0.0021954048,0.000475563,0.00069964305,0.0013697377,0.0001361987],"genre_scores_gemma":[0.9806494,0.0000039404867,0.017999507,0.00013337469,0.00049556623,0.000086681815,0.0005817456,0.000047315563,0.0000024776066],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998556,0.000050071372,0.00044718973,0.00037370413,0.00018132731,0.00039166736],"domain_scores_gemma":[0.99891216,0.00022028713,0.00004349076,0.000306822,0.00043320906,0.00008401449],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002531133,0.00024845052,0.00019299185,0.00026050318,0.00037127064,0.00013449327,0.00013590473,0.0002621591,0.00009474059],"category_scores_gemma":[0.00019616818,0.00025222392,0.00008578149,0.0011474824,0.000089978916,0.00040749603,0.000034417186,0.0004478195,0.0000137867955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025429163,0.00012521826,0.009353559,0.0016387403,0.00020240383,0.000012735992,0.004864282,0.3149596,0.3475251,0.15812552,0.026894854,0.1360437],"study_design_scores_gemma":[0.00022366062,0.000167336,0.061902188,0.00019030683,0.000022350616,0.000009305296,0.0002240183,0.92601806,0.0015576605,0.0058481945,0.0035582008,0.00027871228],"about_ca_topic_score_codex":0.000004823536,"about_ca_topic_score_gemma":0.0000080684595,"teacher_disagreement_score":0.65275544,"about_ca_system_score_codex":0.0003931816,"about_ca_system_score_gemma":0.00015273133,"threshold_uncertainty_score":0.999993},"labels":[],"label_agreement":null},{"id":"W4393254133","doi":"10.1061/jbenf2.beeng-6678","title":"Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders","year":2024,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario; University of Alberta; The Metabolomics Innovation Centre; McGill University","funders":"","keywords":"Prestressed concrete; Slab; Girder; Flexural strength; Structural engineering; Residual; Materials science; Geotechnical engineering; Geology; Engineering","score_opus":0.02743089888231329,"score_gpt":0.24785241144124429,"score_spread":0.220421512558931,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393254133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964093,0.0008989656,0.0010278722,0.00022397215,0.0010410792,0.00015480668,0.000012473529,0.00012624392,0.000105301806],"genre_scores_gemma":[0.9993053,0.000026720925,0.0003182489,0.000021326901,0.00023485886,0.000009093716,0.0000029835708,0.00004057791,0.000040856405],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987999,0.00003800477,0.0005339447,0.00011463268,0.00033375304,0.00017976148],"domain_scores_gemma":[0.99922884,0.00029831348,0.00007350773,0.00020369663,0.00006219499,0.00013345551],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034794997,0.00018097012,0.00024403298,0.00015979397,0.000035355646,0.0000673146,0.00019890028,0.00007701113,0.00009224051],"category_scores_gemma":[0.0001851859,0.00013904875,0.00015331585,0.00019871876,0.00003981412,0.00020044151,0.00003123878,0.000435359,0.0000061124692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005116762,0.000006414295,0.00037778998,0.00012999214,0.000052745843,0.000043174834,0.00090704026,0.05094132,0.9422638,0.00020366449,0.004445275,0.00057765003],"study_design_scores_gemma":[0.0004812894,0.00016801621,0.008102034,0.00050826214,0.000051024632,0.00005407623,0.00022464253,0.11619421,0.87317944,0.000009200584,0.0008251682,0.000202658],"about_ca_topic_score_codex":0.000009547747,"about_ca_topic_score_gemma":5.5334283e-7,"teacher_disagreement_score":0.06908435,"about_ca_system_score_codex":0.00011075301,"about_ca_system_score_gemma":0.000045884703,"threshold_uncertainty_score":0.56702435},"labels":[],"label_agreement":null},{"id":"W4394590325","doi":"10.1016/j.cemconres.2024.107507","title":"A new accelerated testing scheme to evaluate the potential oxidation reaction of sulfide-bearing aggregates in concrete specimens","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"National Research Council Canada","keywords":"Sulfide; Bearing (navigation); Materials science; Alkali–aggregate reaction; Forensic engineering; Composite material; Structural engineering; Geotechnical engineering; Engineering; Metallurgy; Computer science; Cement","score_opus":0.10780877067977465,"score_gpt":0.3492108845267807,"score_spread":0.24140211384700602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394590325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99416506,0.0021497046,0.00046502275,0.00048692638,0.00019005171,0.00058774266,0.000003517153,0.00011167846,0.0018403098],"genre_scores_gemma":[0.99886054,0.00032598915,0.00039730707,0.000013104383,0.00011738152,0.00003647107,0.000011459141,0.000022530596,0.0002152253],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983207,0.00014554484,0.00035744542,0.00030568335,0.0004941697,0.0003764483],"domain_scores_gemma":[0.99896616,0.00044156724,0.000016354545,0.00023861595,0.00020256046,0.00013475696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019468629,0.00014098117,0.0001814387,0.00027212864,0.000102452206,0.00019923187,0.00015500143,0.000069419184,0.00016655381],"category_scores_gemma":[0.00034898013,0.00011409085,0.000037920916,0.0009848126,0.00006553272,0.00018361546,0.0001513835,0.00040899919,0.00003618891],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057462148,3.4137554e-7,0.00043617655,0.00010122521,0.000017926026,0.000007567441,0.00038749064,0.000087249755,0.9668897,0.00039341697,0.0002868708,0.031334568],"study_design_scores_gemma":[0.0018092161,0.0004752322,0.01653734,0.0013064701,0.000051855546,0.000020813264,0.0017399797,0.53109366,0.43698135,0.00097376277,0.008416496,0.0005938518],"about_ca_topic_score_codex":0.00042988808,"about_ca_topic_score_gemma":0.000025239975,"teacher_disagreement_score":0.5310064,"about_ca_system_score_codex":0.00014677044,"about_ca_system_score_gemma":0.00011867018,"threshold_uncertainty_score":0.465249},"labels":[],"label_agreement":null},{"id":"W4394748100","doi":"10.3390/buildings14041079","title":"Corrosion Performance of Buried Corrugated Galvanized Steel under Accelerated Wetting/Drying Cyclic Corrosion Test","year":2024,"lang":"en","type":"article","venue":"Buildings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Galvanization; Corrosion; Materials science; Wetting; Metallurgy; Ductility (Earth science); Ultimate tensile strength; Zinc; Coating; Cracking; Composite material; Layer (electronics); Creep","score_opus":0.017662634497677538,"score_gpt":0.2409984909075716,"score_spread":0.22333585640989406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394748100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9915351,0.00077864446,0.0033678527,0.000103750506,0.0012974078,0.0003747592,0.000025292657,0.0014909648,0.0010262112],"genre_scores_gemma":[0.99857414,0.00022053508,0.00046080782,0.000086041924,0.00009860008,0.000023187227,0.00003784216,0.000094516115,0.00040430544],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99805367,0.000031984055,0.00065508485,0.00045942367,0.00035420325,0.00044564228],"domain_scores_gemma":[0.99880743,0.00039891334,0.00008013272,0.00040528525,0.00015149296,0.00015674125],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00037684175,0.00035499758,0.00042736746,0.00022358593,0.00014560018,0.00014459557,0.00027790805,0.00021027355,0.00044282642],"category_scores_gemma":[0.00019002975,0.0003342483,0.00014358138,0.0009250278,0.000089330584,0.00035460285,0.00011966034,0.0004437269,0.000111673464],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056074477,0.000023351633,0.0034858212,0.00044887819,0.000005183828,0.000005428747,0.00024118084,0.002030947,0.98705965,0.0000856164,0.0026627663,0.003895097],"study_design_scores_gemma":[0.0008282248,0.00015348397,0.0056660315,0.00093046325,0.000058423586,0.000026292264,0.00012475647,0.3952314,0.59015703,0.0000373612,0.0062664943,0.00052008365],"about_ca_topic_score_codex":0.000025224772,"about_ca_topic_score_gemma":0.0000040534396,"teacher_disagreement_score":0.39690265,"about_ca_system_score_codex":0.0001763305,"about_ca_system_score_gemma":0.00005867156,"threshold_uncertainty_score":0.99991095},"labels":[],"label_agreement":null},{"id":"W4395032223","doi":"10.1016/j.jpse.2024.100197","title":"Uniform and local degradation of epoxy-based powder coatings: Salt transport and accelerated exposure analysis","year":2024,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Coating; Materials science; Epoxy; Composite material; Accelerated aging; Air permeability specific surface; Relative humidity; Degradation (telecommunications); Layer (electronics)","score_opus":0.011319429609495783,"score_gpt":0.22874140768367893,"score_spread":0.21742197807418315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395032223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81323856,0.0013490897,0.18515618,0.0000747694,0.00010290358,0.000029801728,0.0000037199359,0.000028925711,0.000016068672],"genre_scores_gemma":[0.9982688,0.00016413591,0.0015187431,0.000010855766,0.000023670435,4.501363e-7,0.0000013305357,0.0000068423005,0.0000052111495],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916893,0.0000040560103,0.00035112782,0.00010981811,0.00024367032,0.00012241928],"domain_scores_gemma":[0.9995508,0.00005711968,0.0000368573,0.00006344449,0.00016966405,0.00012209274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007374552,0.000096674186,0.00020963077,0.00045385267,0.000033604076,0.00005594105,0.000063522675,0.000036785088,0.0000088389415],"category_scores_gemma":[0.0000678431,0.00007828656,0.000041869447,0.0010019429,0.00009738479,0.0003536097,0.000009356537,0.00014472262,8.612442e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002394188,0.0000127211915,0.010865852,0.0007168695,0.00006205594,0.00002771355,0.00078816275,0.35133365,0.59996223,0.00012455837,0.000046989717,0.036035255],"study_design_scores_gemma":[0.00020176226,0.000059277918,0.01085402,0.00011216252,0.00011924864,0.000029279303,0.00017026933,0.9678346,0.02034939,0.000007874116,0.00016220503,0.00009989663],"about_ca_topic_score_codex":0.000008767875,"about_ca_topic_score_gemma":0.000008543492,"teacher_disagreement_score":0.616501,"about_ca_system_score_codex":0.00003131107,"about_ca_system_score_gemma":0.000067205794,"threshold_uncertainty_score":0.31924334},"labels":[],"label_agreement":null},{"id":"W4395051924","doi":"10.1016/j.jobe.2024.109420","title":"Applications of X-ray computed tomography to characterize corrosion-induced cracking evolution in reinforced concrete: A review","year":2024,"lang":"en","type":"review","venue":"Journal of Building Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Cracking; Rebar; Steel bar; Ultimate tensile strength; Cement; Metallurgy; Stress corrosion cracking; Composite material; Aggregate (composite)","score_opus":0.020343525623243434,"score_gpt":0.2802087342523605,"score_spread":0.25986520862911705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395051924","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003809538,0.9186155,0.07885803,0.000017131775,0.0009915358,0.0009456079,0.000027610735,0.00015185641,0.000011762321],"genre_scores_gemma":[0.012511034,0.98355556,0.003426085,0.000018094815,0.00025445872,0.00009993383,0.000014470481,0.000114582166,0.000005767987],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99682206,0.00005055064,0.0021705444,0.00026012486,0.00037444412,0.00032224724],"domain_scores_gemma":[0.99842066,0.000262952,0.0004798362,0.0004207853,0.00020272358,0.00021307232],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009404126,0.00048585702,0.0022242693,0.0014938463,0.000022282782,0.0000481067,0.00048732833,0.00025345894,0.000013679673],"category_scores_gemma":[0.00024663014,0.00043663947,0.0008165992,0.002245842,0.000012334535,0.0001723958,0.000107026826,0.0010574873,0.0000066403736],"study_design_candidate":"systematic_review","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020438849,0.000012479316,0.000009372605,0.45168805,0.0003536376,0.00009089365,0.00025041917,0.027317964,0.05528807,0.0005661374,0.0011583907,0.46324417],"study_design_scores_gemma":[0.00035290603,0.00013935442,0.00003840126,0.47336277,0.0013297007,0.0002762242,0.000012412636,0.033842627,0.00022098808,0.0000067868536,0.48933285,0.0010849832],"about_ca_topic_score_codex":0.0000037938091,"about_ca_topic_score_gemma":4.3073047e-7,"teacher_disagreement_score":0.48817444,"about_ca_system_score_codex":0.00048548763,"about_ca_system_score_gemma":0.00013369718,"threshold_uncertainty_score":0.99980855},"labels":[],"label_agreement":null},{"id":"W4395080271","doi":"10.2139/ssrn.4805304","title":"Understanding the Impact of Alloying Elements on Weathering Steel's Atmospheric Corrosion—A Ten-Year Bridge Exposure Evaluation","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Weathering steel; Bridge (graph theory); Weathering; Metallurgy; Corrosion; Materials science; Environmental science; Geology; Geochemistry","score_opus":0.04735908829011652,"score_gpt":0.29348543506350416,"score_spread":0.24612634677338763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395080271","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97132754,0.005560561,0.01936598,0.00008239964,0.0014109571,0.0007306729,0.00002332772,0.00016780189,0.0013307718],"genre_scores_gemma":[0.99676776,0.0026630023,0.00004556396,0.0000083290915,0.00027048535,0.000028391449,0.000014711369,0.000102857186,0.0000989291],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99642485,0.00022200517,0.00073676836,0.00037143796,0.0008122746,0.0014326553],"domain_scores_gemma":[0.998831,0.00012716855,0.00026234658,0.0005411279,0.00013663151,0.00010175148],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.004020001,0.00045224774,0.0004404398,0.00007149075,0.00018967663,0.00018593471,0.0004897328,0.00024087526,0.00018797247],"category_scores_gemma":[0.00011862431,0.00031843892,0.0005844659,0.000272458,0.00004517373,0.000075546275,0.0002707007,0.0048689977,0.000021926735],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004143977,0.000110391426,0.01720878,0.00052586925,0.0015344516,0.000010523771,0.0033888156,0.90731984,0.017131414,0.009516792,0.0009497373,0.04188896],"study_design_scores_gemma":[0.0023817695,0.0014069265,0.013964211,0.0020481579,0.0008011171,0.00020305694,0.0067334617,0.7063057,0.0004250144,0.26436847,0.000058218346,0.001303898],"about_ca_topic_score_codex":0.000052943935,"about_ca_topic_score_gemma":0.0001269744,"teacher_disagreement_score":0.2548517,"about_ca_system_score_codex":0.008824285,"about_ca_system_score_gemma":0.0018887087,"threshold_uncertainty_score":0.99992675},"labels":[],"label_agreement":null},{"id":"W4395106226","doi":"10.9798/kosham.2024.24.2.77","title":"Selection of Optimum Ternary Binder Systems that Enhance the Workability and Durability of Concrete used in Marine Railways","year":2024,"lang":"en","type":"article","venue":"Korean Society of Hazard Mitigation","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Optech (Canada)","funders":"","keywords":"Durability; Compressive strength; Portland cement; Materials science; Ternary operation; Composite material; Curing (chemistry); Cement","score_opus":0.011678992810003029,"score_gpt":0.22782423675652305,"score_spread":0.21614524394652002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395106226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99664515,0.00043235012,0.00186215,0.00015483845,0.00018919668,0.00043140855,0.000030411784,0.00008611874,0.00016836256],"genre_scores_gemma":[0.9991239,0.0001529744,0.0006216144,0.000006387372,0.000025171288,0.000020820038,0.00001663385,0.00001446727,0.000018086166],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99881727,0.00010399581,0.00048890186,0.00023036322,0.00022661206,0.00013283794],"domain_scores_gemma":[0.99916494,0.00037246908,0.000090434216,0.00025305874,0.000083499835,0.000035574987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093621574,0.00013722217,0.00030319957,0.000032676762,0.000028255698,0.000019102945,0.00009020683,0.00012320155,0.000034945137],"category_scores_gemma":[0.00004853945,0.00011270873,0.00015874043,0.0002994281,0.00029413105,0.00016126633,0.00004656006,0.00020233191,5.0395096e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006438114,0.000019136583,0.3837417,0.00557013,0.00008424007,4.493875e-7,0.0059154863,0.003467033,0.59448427,0.00023308588,0.0006900558,0.00573006],"study_design_scores_gemma":[0.00042276274,0.00008547182,0.177115,0.00048730196,0.000048684833,0.000005822432,0.0019020289,0.34220484,0.47683436,0.0005943051,0.0000822346,0.00021717118],"about_ca_topic_score_codex":0.00015435286,"about_ca_topic_score_gemma":0.00003301681,"teacher_disagreement_score":0.33873782,"about_ca_system_score_codex":0.00010750902,"about_ca_system_score_gemma":0.000041135754,"threshold_uncertainty_score":0.45961288},"labels":[],"label_agreement":null},{"id":"W4395699840","doi":"10.1016/j.conbuildmat.2024.136260","title":"Performance of fly ash and CNI as corrosion prevention methods for steel reinforcement embedded in cracked HPC concrete exposed to a natural marine environment","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Instituto Politécnico Nacional","keywords":"Materials science; Fly ash; Reinforcement; Cracking; Ductility (Earth science); Corrosion; Ultimate tensile strength; Composite material; Chloride; Pitting corrosion; Metallurgy; Creep","score_opus":0.012560499056481711,"score_gpt":0.28215350534151185,"score_spread":0.26959300628503013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395699840","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864033,0.00013800338,0.011614305,0.000025511323,0.0010693948,0.0006110263,0.000010880422,0.000072358605,0.00005524452],"genre_scores_gemma":[0.9602541,0.00021241617,0.039285984,0.000015214453,0.00003245709,0.000067027555,0.000017834784,0.000013357521,0.00010163686],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909884,0.000054024495,0.0004056604,0.00022464056,0.00007508746,0.00014175617],"domain_scores_gemma":[0.9996831,0.00008076351,0.000044244272,0.0001145016,0.000019632753,0.00005779017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053133344,0.00014100564,0.0002559633,0.00012645294,0.000041690902,0.000068139,0.00003970471,0.00006868132,0.00022453215],"category_scores_gemma":[0.000047775764,0.00013353,0.00003121195,0.000074655865,0.000055096953,0.0001415857,0.000075669304,0.000055820405,0.0000023086602],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015644169,9.91138e-7,0.0001464256,0.0004748055,0.000005944387,2.80512e-7,0.00019111135,0.00012148445,0.939966,0.00035373445,0.000016182994,0.058566604],"study_design_scores_gemma":[0.00063037616,0.00015975545,0.0007637098,0.00025898503,0.000023911622,0.000023036371,0.00012809847,0.02748191,0.9689468,0.00016358674,0.0012589449,0.0001608763],"about_ca_topic_score_codex":0.0000036237236,"about_ca_topic_score_gemma":6.76001e-7,"teacher_disagreement_score":0.058405727,"about_ca_system_score_codex":0.00006181862,"about_ca_system_score_gemma":0.000011297954,"threshold_uncertainty_score":0.5445196},"labels":[],"label_agreement":null},{"id":"W4396603369","doi":"10.1007/978-3-031-59419-9_75","title":"Evaluation of Test Setups for Appraising the Residual Expansion of Concrete Affected by Combined ASR and ISA","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Residual; Test (biology); Structural engineering; Computer science; Reliability engineering; Engineering; Geology; Algorithm","score_opus":0.024111689722622936,"score_gpt":0.2493602134088338,"score_spread":0.22524852368621087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396603369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48396823,0.048022017,0.001333894,0.0007085043,0.003919904,0.012089984,0.010043172,0.0016375245,0.43827677],"genre_scores_gemma":[0.9805789,0.0003140555,0.00015404426,0.000018393324,0.00011290609,0.000088982124,0.0003042531,0.00012782733,0.018300662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986659,0.00003291156,0.00045826368,0.00025230352,0.00045335275,0.00013726007],"domain_scores_gemma":[0.9984034,0.0007344442,0.00013710646,0.00035737,0.0003251531,0.000042532563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000838263,0.00028156178,0.0004556746,0.00006879022,0.000067551824,0.000031825817,0.00010751617,0.00022636775,0.00010123183],"category_scores_gemma":[0.00029469773,0.00022526522,0.00011594361,0.00002794821,0.00027571907,0.00006757868,0.000068339745,0.00019336215,0.0000024227134],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006546067,0.000012849793,0.00008426564,0.0098676095,0.00086952373,0.0000036942379,0.0063880407,0.00042867687,0.7964342,0.08053265,0.06892784,0.035796016],"study_design_scores_gemma":[0.007454263,0.0034150265,0.00073545007,0.007217985,0.006840396,0.000039277562,0.0014335474,0.1461152,0.4451421,0.08407521,0.2942235,0.0033080599],"about_ca_topic_score_codex":0.00000920013,"about_ca_topic_score_gemma":0.0000200932,"teacher_disagreement_score":0.49661064,"about_ca_system_score_codex":0.00005544037,"about_ca_system_score_gemma":0.00008971243,"threshold_uncertainty_score":0.9186049},"labels":[],"label_agreement":null},{"id":"W4396603475","doi":"10.1007/978-3-031-59419-9_63","title":"The Influence of Crystalline Waterproofing Admixtures on ASR Development Mechanisms and Kinetics","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kryton International (Canada); University of Ottawa","funders":"","keywords":"Waterproofing; Materials science; Kinetics; Composite material; Physics; Classical mechanics","score_opus":0.007788601117879858,"score_gpt":0.19125424064779442,"score_spread":0.18346563952991457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396603475","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15869829,0.03150035,0.00380308,0.00092266715,0.0040326505,0.004579717,0.00056433806,0.0032738089,0.7926251],"genre_scores_gemma":[0.8859615,0.0015723932,0.001632858,0.00011396095,0.00012780205,0.00006973589,0.000025443433,0.0001595343,0.11033682],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.998965,0.0000049883256,0.0004015083,0.0002310764,0.000222979,0.00017441387],"domain_scores_gemma":[0.99939466,0.00012322223,0.000055063392,0.00030115046,0.000059304744,0.000066590605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001141264,0.00031689153,0.00028372463,0.000058177196,0.000077831886,0.0000706357,0.00014939634,0.0001719624,0.000041116622],"category_scores_gemma":[0.000020358902,0.00022058957,0.0000636273,0.000013877861,0.00014048202,0.000041035175,0.00013433915,0.00027334975,0.000017416185],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014126302,0.0000065679124,0.000007917004,0.0021385725,0.0001941623,0.000037021007,0.0024062132,0.0024911556,0.029652854,0.9271569,0.00050534547,0.035262015],"study_design_scores_gemma":[0.00013910022,0.00020088667,0.0002539223,0.0015653855,0.00007096386,0.000013073279,0.00004190223,0.0005677832,0.031314578,0.08739569,0.8777556,0.0006811132],"about_ca_topic_score_codex":0.0000024193203,"about_ca_topic_score_gemma":0.000044571174,"teacher_disagreement_score":0.87725025,"about_ca_system_score_codex":0.000055754583,"about_ca_system_score_gemma":0.000031196447,"threshold_uncertainty_score":0.8995382},"labels":[],"label_agreement":null},{"id":"W4396603522","doi":"10.1007/978-3-031-59419-9_69","title":"Diagnostic and Prognostic Assessments on a 50 Year-Old Bridge Subjected to Severe Environmental and In-Service Conditions","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Bridge (graph theory); Service (business); Forensic engineering; Medicine; Environmental science; Engineering; Business; Internal medicine","score_opus":0.012871988021091673,"score_gpt":0.22691051676359061,"score_spread":0.21403852874249893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396603522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90547866,0.0008753281,0.000008848554,0.00015381002,0.00043749216,0.0012925722,0.0017888832,0.0003769308,0.0895875],"genre_scores_gemma":[0.96594125,0.00039134637,0.000047811263,0.00021194997,0.000065648084,0.00010884626,0.00019427732,0.000094349205,0.03294451],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9989637,0.00000940828,0.00025293833,0.00040265548,0.00016525184,0.00020602954],"domain_scores_gemma":[0.99921924,0.0003494162,0.00002494816,0.0002414903,0.000010178018,0.00015472613],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000047984973,0.00034611364,0.00031401077,0.0001433979,0.000054940567,0.00009310482,0.000072992734,0.00017555455,0.00041701333],"category_scores_gemma":[0.000028982327,0.0003697725,0.00004100377,0.000026847558,0.00007619977,0.000077928744,0.00013323783,0.0003369041,0.00026099687],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027619246,0.0006441304,0.31845292,0.033721987,0.00280675,0.0046898993,0.022998152,0.0025609054,0.061789658,0.4531447,0.06505924,0.031369712],"study_design_scores_gemma":[0.0015246847,0.0006907788,0.7567146,0.0043066884,0.000404628,0.00016491149,0.00026625392,0.00051813346,0.0003630073,0.012600264,0.21987571,0.0025703795],"about_ca_topic_score_codex":0.000018565692,"about_ca_topic_score_gemma":0.000370726,"teacher_disagreement_score":0.44054446,"about_ca_system_score_codex":0.00013352554,"about_ca_system_score_gemma":0.000020616788,"threshold_uncertainty_score":0.9998754},"labels":[],"label_agreement":null},{"id":"W4396603581","doi":"10.1007/978-3-031-59419-9_23","title":"Structural Evaluation of a Post-tensioned Concrete Bridge Deck: A Non-destructive Testing Approach","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Bridge deck; Bridge (graph theory); Deck; Forensic engineering; Engineering; Medicine","score_opus":0.050885292350658015,"score_gpt":0.24940467456653517,"score_spread":0.19851938221587717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396603581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5009213,0.0019845625,0.000070285845,0.00001689713,0.0011970082,0.0015035307,0.00060836645,0.00069242925,0.49300563],"genre_scores_gemma":[0.99017394,0.000023363504,0.0013880314,0.000021617036,0.00023791398,0.000053451513,0.00022155096,0.00017433871,0.0077057756],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99774224,0.0000271917,0.00068448175,0.0005460242,0.00070809346,0.0002919883],"domain_scores_gemma":[0.99802774,0.00018515767,0.00017893683,0.00057569786,0.0009085006,0.00012395727],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000405655,0.00057278055,0.00075038715,0.00020181366,0.00009925028,0.000071936964,0.00020361926,0.00037440893,0.00026198092],"category_scores_gemma":[0.00021563502,0.0005487187,0.00026536154,0.000076084405,0.00029539198,0.0001406704,0.00015113529,0.0005206715,0.000040774525],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016371027,0.000013258283,0.0013606177,0.020645952,0.0034949868,0.00021149713,0.028044669,0.008270576,0.45848203,0.39287734,0.005342054,0.07961994],"study_design_scores_gemma":[0.005299378,0.001431144,0.03628165,0.0071133124,0.006257225,0.0010588688,0.0018638062,0.73606914,0.010314704,0.17090549,0.015258052,0.008147241],"about_ca_topic_score_codex":0.000044525586,"about_ca_topic_score_gemma":0.000019355546,"teacher_disagreement_score":0.7277986,"about_ca_system_score_codex":0.00026729825,"about_ca_system_score_gemma":0.00026694918,"threshold_uncertainty_score":0.99969643},"labels":[],"label_agreement":null},{"id":"W4396629621","doi":"10.1007/978-3-031-59419-9_56","title":"A New Approach to Preventing ASR","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Computer science","score_opus":0.02034184772996939,"score_gpt":0.2150789042866007,"score_spread":0.19473705655663132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396629621","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000038210965,0.0013594193,0.003918531,0.00004912454,0.00091163255,0.0003996345,0.000048535225,0.0010812179,0.9921937],"genre_scores_gemma":[0.00205233,0.000073260395,0.0036945948,0.00006150594,0.00053567206,0.000028483542,0.00003209342,0.00016585033,0.9933562],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99871755,0.0000040673763,0.0003518582,0.00044104896,0.00021741865,0.0002680787],"domain_scores_gemma":[0.99914855,0.000036241916,0.00002940728,0.0005253761,0.000029147051,0.00023127806],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00010754824,0.00041033927,0.00041525273,0.00012737626,0.000053246564,0.00014081161,0.00022086718,0.00025309777,0.0013853043],"category_scores_gemma":[0.000016995915,0.0004150018,0.00023709051,0.000034349687,0.000031974756,0.000071353716,0.00017890154,0.000412005,0.0018387822],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003787404,0.000004902536,0.000006443534,0.0023511762,0.00020661094,0.000029575594,0.0021546318,0.000725719,0.0008097848,0.64102614,0.29714662,0.055500537],"study_design_scores_gemma":[0.00005794879,0.00001740409,0.0000040445484,0.00030798092,0.000060854265,0.000012135482,0.000022813978,0.0005263625,0.00022079283,0.016121382,0.98218626,0.00046201563],"about_ca_topic_score_codex":0.000010082234,"about_ca_topic_score_gemma":0.000025950656,"teacher_disagreement_score":0.68503964,"about_ca_system_score_codex":0.0001203145,"about_ca_system_score_gemma":0.00006962514,"threshold_uncertainty_score":0.9998302},"labels":[],"label_agreement":null},{"id":"W4396629673","doi":"10.1007/978-3-031-59419-9_61","title":"Pioneering Solutions for Combating Combined Deterioration Mechanisms","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); Kryton International (Canada)","funders":"","keywords":"Waterproofing; Serviceability (structure); Corrosion; Durability; Service life; Forensic engineering; Carbonation; Materials science; Moisture; Environmental science; Composite material; Engineering; Structural engineering","score_opus":0.02532248771440183,"score_gpt":0.2111747585005937,"score_spread":0.18585227078619188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396629673","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006014138,0.0031484745,0.3179723,0.0003354219,0.009171527,0.0031348465,0.0012048332,0.0066774273,0.65775377],"genre_scores_gemma":[0.32109958,0.0003828705,0.010338561,0.00015094207,0.000877212,0.0007256444,0.0009059006,0.00081232074,0.66470695],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9987195,0.000004289431,0.00045735625,0.00032088734,0.00016514237,0.00033280975],"domain_scores_gemma":[0.99930924,0.00010587979,0.000061050705,0.00034336967,0.0000887426,0.00009173211],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017019938,0.0003952839,0.00040410963,0.00012493235,0.00023956932,0.0001526202,0.00013269123,0.00029048615,0.00024044083],"category_scores_gemma":[0.000025579484,0.00042938723,0.00024698823,0.000024411855,0.00006410145,0.00012940593,0.00010761218,0.00028208204,0.00011289971],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024207262,0.0000020464247,3.0596635e-7,0.0008636512,0.00006563227,0.0000041638605,0.0002572512,0.00056171935,0.01657625,0.97631735,0.002302231,0.0030251918],"study_design_scores_gemma":[0.00052408036,0.00030599552,0.0000060280145,0.0010360923,0.00027747135,0.000016527742,0.00012233917,0.08542715,0.0037496197,0.4801817,0.42694837,0.0014046306],"about_ca_topic_score_codex":0.0000024040837,"about_ca_topic_score_gemma":0.00006424991,"teacher_disagreement_score":0.49613565,"about_ca_system_score_codex":0.00018713475,"about_ca_system_score_gemma":0.000041876665,"threshold_uncertainty_score":0.9998158},"labels":[],"label_agreement":null},{"id":"W4396655548","doi":"10.1007/978-3-031-59349-9_53","title":"Applying the Multi-level Assessment to a Bridge in Service Affected by ASR and DEF in Brazil","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Bridge (graph theory); Service (business); Computer science; Engineering; Business; Biology; Marketing; Anatomy","score_opus":0.03098757712622347,"score_gpt":0.2687078551681237,"score_spread":0.2377202780419002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396655548","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3117324,0.03041689,0.006429175,0.0053754332,0.0051162546,0.026223475,0.00464325,0.004442165,0.6056209],"genre_scores_gemma":[0.81890523,0.0011169073,0.0021998684,0.0030750758,0.00024670278,0.0034898107,0.00026060254,0.00057602813,0.17012978],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986916,0.000020514572,0.00038748662,0.0004241331,0.00019391614,0.00028233882],"domain_scores_gemma":[0.9993062,0.0001425257,0.000033330845,0.00038486542,0.00003353471,0.00009951314],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023972338,0.00040590917,0.00043418034,0.00015660023,0.000052840158,0.00013303674,0.00019238815,0.00022652156,0.00012469494],"category_scores_gemma":[0.00001853291,0.00034972132,0.000064639244,0.00009380127,0.000051417264,0.00008220734,0.00023496861,0.0006360267,0.0000549594],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008436499,0.0002993276,0.009163807,0.029462703,0.0010673287,0.0012534428,0.04357871,0.007634169,0.11528411,0.2360943,0.0976433,0.45767516],"study_design_scores_gemma":[0.0010271512,0.00007501279,0.01971333,0.0019310038,0.000069205904,0.000026685006,0.00022140355,0.018097283,0.00039205467,0.0021776676,0.9548561,0.0014131331],"about_ca_topic_score_codex":0.00016586886,"about_ca_topic_score_gemma":0.00891276,"teacher_disagreement_score":0.8572128,"about_ca_system_score_codex":0.0002359274,"about_ca_system_score_gemma":0.00005279656,"threshold_uncertainty_score":0.99989545},"labels":[],"label_agreement":null},{"id":"W4396655552","doi":"10.1007/978-3-031-59349-9_51","title":"Assessing Alkali-Carbonate Reaction-Induced Damage in Critical Concrete Infrastructure: The First ACR-Affected Field Structure Reported in Brazil","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Carbonate; Alkali metal; Alkali–aggregate reaction; Critical infrastructure; Environmental science; Forensic engineering; Materials science; Chemistry; Engineering; Computer science; Metallurgy; Organic chemistry; Computer security","score_opus":0.019451309456319666,"score_gpt":0.2827711916926129,"score_spread":0.2633198822362932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396655552","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5435565,0.001659509,0.00004197429,0.0023627228,0.006647646,0.001664414,0.00024982824,0.00167318,0.44214422],"genre_scores_gemma":[0.9934654,0.00006896758,0.000067926056,0.00031833028,0.00028603076,0.000034297835,0.00007547044,0.00015680197,0.005526739],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975102,0.000041560357,0.0009267844,0.0006730755,0.0003805254,0.00046783386],"domain_scores_gemma":[0.9982054,0.0005679663,0.00011981041,0.00090075785,0.000092065544,0.000113964976],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026822198,0.00067801,0.00074903667,0.0002844447,0.00013812496,0.00038249587,0.00031755326,0.0009039139,0.00066928763],"category_scores_gemma":[0.0004606042,0.000572141,0.00020319942,0.00016519564,0.00022134642,0.0003801215,0.00018873451,0.0023006203,0.000015154945],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011989407,0.00003034944,0.006417814,0.015207891,0.0016909057,0.012542592,0.022969484,0.0024431807,0.38890502,0.47028586,0.033505395,0.04480255],"study_design_scores_gemma":[0.0029055479,0.00050837145,0.08086732,0.008614047,0.0008493646,0.00086451764,0.0012589884,0.03671959,0.014151646,0.21001363,0.6368763,0.0063706655],"about_ca_topic_score_codex":0.000118358636,"about_ca_topic_score_gemma":0.0033436434,"teacher_disagreement_score":0.6033709,"about_ca_system_score_codex":0.00034946416,"about_ca_system_score_gemma":0.0001482015,"threshold_uncertainty_score":0.999673},"labels":[],"label_agreement":null},{"id":"W4396655558","doi":"10.1007/978-3-031-59349-9_56","title":"Investigation of ASR in the Old Alexandra Bridge, British Columbia","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); History; Geography; Archaeology; Art; Medicine; Anatomy","score_opus":0.018870105441747564,"score_gpt":0.1940871158432347,"score_spread":0.17521701040148716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396655558","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.097941406,0.004486425,0.000021598093,0.00016311272,0.0011686241,0.00083449756,0.0005544086,0.0004887549,0.8943412],"genre_scores_gemma":[0.4251401,0.00089887256,0.000056090103,0.00024079208,0.00021558342,0.000052860527,0.00012035803,0.00011297776,0.5731624],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989266,0.000013509998,0.00043643863,0.00023494467,0.00023445529,0.00015405408],"domain_scores_gemma":[0.99936694,0.00010133891,0.00005490088,0.00037179654,0.00006051261,0.00004450293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020037653,0.00018266389,0.00034353434,0.000050354083,0.00004274017,0.00023972157,0.00020275066,0.00022121315,0.00074097636],"category_scores_gemma":[0.000028492968,0.00023313912,0.00013721018,0.000045019427,0.00024449793,0.000089703855,0.0000575454,0.00039516244,0.000043582946],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057741967,0.000014381038,0.009627068,0.009853503,0.0003096254,0.00051087514,0.011248733,0.0002612943,0.0032485984,0.17064781,0.7636617,0.030558651],"study_design_scores_gemma":[0.00033609572,0.000088687535,0.018488873,0.0024450456,0.00012452337,0.00009533136,0.0001371585,0.00043890098,0.00031230715,0.08692459,0.88973314,0.00087535154],"about_ca_topic_score_codex":0.0018246844,"about_ca_topic_score_gemma":0.043809652,"teacher_disagreement_score":0.3271987,"about_ca_system_score_codex":0.000064858716,"about_ca_system_score_gemma":0.00004555349,"threshold_uncertainty_score":0.97363836},"labels":[],"label_agreement":null},{"id":"W4396655578","doi":"10.1007/978-3-031-59349-9_57","title":"Diagnosis and Prognosis Assessment of an Alkali-Silica Reaction (ASR) Affected Bridge Structure in Montreal","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Champlain Regional College; Université Laval","funders":"","keywords":"Bridge (graph theory); Alkali–silica reaction; Alkali metal; Forensic engineering; Engineering; Materials science; Chemistry; Composite material; Medicine; Internal medicine; Organic chemistry","score_opus":0.012616011280118938,"score_gpt":0.24317652246948077,"score_spread":0.23056051118936183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396655578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8810452,0.0029427016,0.000012122017,0.000091399794,0.0007961757,0.0014172383,0.0012363433,0.0007172036,0.111741595],"genre_scores_gemma":[0.991694,0.0013346609,0.00016183285,0.0000113389115,0.000108010434,0.00010447272,0.00018569676,0.00009498955,0.006305042],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9986745,0.000020723484,0.00043881938,0.00044029905,0.00022581889,0.00019982633],"domain_scores_gemma":[0.99930096,0.00008538375,0.00008284474,0.00036598786,0.000054877604,0.00010994979],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009516333,0.00040654305,0.0005739302,0.00020917901,0.000035116453,0.00006134431,0.0001050995,0.00037349097,0.00020845702],"category_scores_gemma":[0.000014820995,0.00039993378,0.00011066191,0.00004998143,0.00012252574,0.00017288086,0.000076039505,0.00046483765,0.000003323391],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055633875,0.00026574745,0.037793733,0.022904081,0.0014317984,0.0005962482,0.00815454,0.0009530688,0.12464521,0.10815407,0.012817874,0.6817273],"study_design_scores_gemma":[0.0014535581,0.0009505241,0.80480164,0.0033466131,0.00076826836,0.000088877845,0.00018336267,0.012505339,0.012161469,0.029892901,0.13108586,0.0027615612],"about_ca_topic_score_codex":0.00029688032,"about_ca_topic_score_gemma":0.0059969197,"teacher_disagreement_score":0.76700795,"about_ca_system_score_codex":0.0001596548,"about_ca_system_score_gemma":0.000038932732,"threshold_uncertainty_score":0.99984527},"labels":[],"label_agreement":null},{"id":"W4396655590","doi":"10.1007/978-3-031-59349-9_28","title":"Two Approaches for FE Assessment of ASR-Affected Dams","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Environmental science","score_opus":0.04155301581488315,"score_gpt":0.2708623364216893,"score_spread":0.22930932060680612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396655590","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00076711166,0.0019208558,0.0034952255,0.00004276541,0.0012487298,0.0010597549,0.0006080609,0.0007863839,0.9900711],"genre_scores_gemma":[0.41449803,0.00033726546,0.0063453484,0.00003849741,0.0006572619,0.00041396244,0.000600669,0.00047993925,0.576629],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99872196,0.0000075901794,0.00045833492,0.00036674508,0.00021810997,0.00022728623],"domain_scores_gemma":[0.99911445,0.00013891766,0.000081044454,0.0005106397,0.00006936349,0.00008559539],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001675274,0.00042432616,0.0006328224,0.00011618778,0.000048541046,0.000056416033,0.0001838316,0.0002464296,0.00024393178],"category_scores_gemma":[0.000015824267,0.00040179194,0.00035280877,0.000025191182,0.00014540442,0.000066078435,0.000098040524,0.00031520607,0.000022446],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033353022,0.00000963046,0.00001952646,0.003967923,0.00027793445,0.0000068103554,0.00024225733,0.0005327143,0.002274567,0.9753746,0.0060667237,0.011193988],"study_design_scores_gemma":[0.0008839336,0.0003486501,0.00016614069,0.001111046,0.00054116827,0.000013808448,0.00015197146,0.036857966,0.0036843778,0.09205233,0.8626619,0.0015267266],"about_ca_topic_score_codex":0.0000061235583,"about_ca_topic_score_gemma":0.00006799417,"teacher_disagreement_score":0.88332224,"about_ca_system_score_codex":0.00015938198,"about_ca_system_score_gemma":0.00008374931,"threshold_uncertainty_score":0.9998434},"labels":[],"label_agreement":null},{"id":"W4396842857","doi":"10.25103/jestr.172.06","title":"Load Distribution Factors of Simply Supported Concrete T-beam Bridges under Typical Freight Vehicle Loads","year":2024,"lang":"en","type":"article","venue":"Journal of Engineering Science and Technology Review","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Beam (structure); Automotive engineering; Engineering","score_opus":0.010605294052284877,"score_gpt":0.24228112365428958,"score_spread":0.2316758296020047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396842857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9278059,0.06698151,0.0038451098,0.000737713,0.00036882932,0.00008806852,0.0000110582505,0.00014573269,0.000016074626],"genre_scores_gemma":[0.9855986,0.01426875,0.000080094476,0.000020556716,0.000017651077,0.00000138188,0.0000011837085,0.000007809168,0.000003954327],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898297,0.0000054398984,0.00042235924,0.0001293509,0.0002688467,0.00019104393],"domain_scores_gemma":[0.99934095,0.00007120126,0.0000551728,0.00015846847,0.00028204996,0.000092130955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006614915,0.00012040063,0.0003377969,0.00017961547,0.00004207413,0.000021908512,0.00022257159,0.00008839392,0.000025901056],"category_scores_gemma":[0.00053584116,0.000090816495,0.00006887672,0.0010803827,0.00024432995,0.00022515604,0.000057678822,0.00031476523,0.0000021379562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014685196,0.000018963448,0.0069363234,0.008291131,0.00013286692,0.000094729745,0.00014967598,0.0012285023,0.9301535,0.010706759,0.0048787897,0.03739406],"study_design_scores_gemma":[0.0012060107,0.0011786157,0.052148152,0.022071263,0.000743622,0.001968469,0.00029494078,0.108548135,0.57416975,0.00091896293,0.23513207,0.0016200268],"about_ca_topic_score_codex":8.757754e-7,"about_ca_topic_score_gemma":2.5048791e-7,"teacher_disagreement_score":0.35598376,"about_ca_system_score_codex":0.00012889167,"about_ca_system_score_gemma":0.00014847126,"threshold_uncertainty_score":0.37033892},"labels":[],"label_agreement":null},{"id":"W4399457024","doi":"10.1016/j.engstruct.2024.118351","title":"Bridge decks under cold waves: Implications of concrete’s temperature-dependent CTE","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Bridge (graph theory); Structural engineering; Materials science; Cold wave; Forensic engineering; Composite material; Geotechnical engineering; Engineering; Geology; Climatology","score_opus":0.009001771926422564,"score_gpt":0.22835615017414593,"score_spread":0.21935437824772336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399457024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96597004,0.004381562,0.02416999,0.00018575274,0.002244113,0.00031369616,0.0002248688,0.0017199563,0.00079001655],"genre_scores_gemma":[0.9986808,0.00005987363,0.0008924349,0.00004101093,0.00013317891,0.000021400452,0.000018587656,0.000058536447,0.000094213545],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99906945,0.0000099281415,0.00029099427,0.00023599615,0.00015371594,0.00023989927],"domain_scores_gemma":[0.99934596,0.00011877658,0.00001432403,0.00037363113,0.00004131144,0.00010599217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008137655,0.0002225386,0.00022545535,0.00013358724,0.000032814052,0.00007660308,0.00018254857,0.00013348497,0.00015315815],"category_scores_gemma":[0.000041290896,0.00021010345,0.00011068726,0.00025077534,0.000031825854,0.00009237338,0.00003686567,0.0003077224,0.000013518138],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000379241,0.0000011747383,0.0000847049,0.00047297194,0.0000806236,0.0000058219835,0.00029029566,0.13403383,0.82,0.040141027,0.004167499,0.0007182979],"study_design_scores_gemma":[0.0008781653,0.00008069277,0.13995567,0.0004547378,0.00018865711,0.00016173751,0.00013643477,0.12335851,0.68775797,0.0031810182,0.042034335,0.0018120497],"about_ca_topic_score_codex":0.000012435631,"about_ca_topic_score_gemma":0.0000023599387,"teacher_disagreement_score":0.13987096,"about_ca_system_score_codex":0.00008847295,"about_ca_system_score_gemma":0.0000323289,"threshold_uncertainty_score":0.856777},"labels":[],"label_agreement":null},{"id":"W4399563720","doi":"10.11159/ijci.2024.005","title":"Sustainability in the Anthropocene: Evaluation of Glass Fiber Reinforced Polymer (GFRP) and Steel in Flexed Concrete Beams","year":2024,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Anthropocene; Fibre-reinforced plastic; Materials science; Sustainability; Glass fiber; Composite material; Geology; Paleontology","score_opus":0.008331447259356395,"score_gpt":0.2786488929379819,"score_spread":0.2703174456786255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399563720","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946826,0.0017644038,0.0003242345,0.0012038206,0.0007678919,0.0001729802,0.000017316464,0.000012451161,0.0010542764],"genre_scores_gemma":[0.9996629,0.00008551783,0.00005032427,0.00005408559,0.00010956714,0.0000038442604,0.000004943417,0.000009559531,0.000019296778],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9983234,0.00013106968,0.00059624575,0.00010781226,0.0007226746,0.00011881227],"domain_scores_gemma":[0.9990597,0.000232562,0.00009573623,0.00012404623,0.00045110148,0.00003687073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013293439,0.00012233731,0.00019821721,0.00024638543,0.0000120062505,0.00006660994,0.00025511993,0.00009296619,0.0005167208],"category_scores_gemma":[0.00034773146,0.00008755342,0.00008038629,0.00021587969,0.00010407362,0.00029737226,0.000036498186,0.00039972598,6.4117046e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015940326,0.000040742143,0.063693635,0.0014265197,0.00069799996,0.00042199492,0.02936355,0.4987954,0.06411709,0.018146433,0.012202807,0.3094998],"study_design_scores_gemma":[0.004862727,0.00025119467,0.47945613,0.0009431856,0.00014715092,0.000622026,0.0037039542,0.4698603,0.017181063,0.016159752,0.0062756105,0.00053692376],"about_ca_topic_score_codex":0.00002512212,"about_ca_topic_score_gemma":0.000036157937,"teacher_disagreement_score":0.4157625,"about_ca_system_score_codex":0.00032763093,"about_ca_system_score_gemma":0.00020742469,"threshold_uncertainty_score":0.565773},"labels":[],"label_agreement":null},{"id":"W4399771202","doi":"10.1016/j.conbuildmat.2024.137130","title":"Corrosion resistance behavior of enhanced passivation Cr-modified rebars and their service life prediction based on Monte Carlo simulation","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Key Research and Development Program of China; Ministry of Science and Technology of the People's Republic of China","keywords":"Passivation; Corrosion; Monte Carlo method; Service life; Materials science; Metallurgy; Composite material; Mathematics; Statistics","score_opus":0.01299755510136191,"score_gpt":0.22999354939378064,"score_spread":0.21699599429241873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399771202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9752389,0.00011438922,0.022553876,0.00006298429,0.0012923605,0.0002771885,0.000115690964,0.00029364586,0.000050944305],"genre_scores_gemma":[0.99929994,0.00005360128,0.00047563444,0.000033581113,0.00006654412,0.000030271041,0.000014744774,0.000018405794,0.0000072467233],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916345,0.000051634768,0.0003423946,0.00023998827,0.00010299045,0.0000995365],"domain_scores_gemma":[0.99952817,0.00012355574,0.000060057173,0.00014569538,0.00008342432,0.000059103302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020168866,0.00014788826,0.00019870698,0.00012336919,0.00007736216,0.00009914514,0.000032133958,0.00011356599,0.000040778876],"category_scores_gemma":[0.00007002693,0.00013298083,0.000024683228,0.00015996685,0.000052413274,0.00017046757,0.000014204345,0.000067717134,7.4705133e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010290144,0.000004302849,0.00017618768,0.00038099074,0.0000031310628,2.4719492e-7,0.00013600122,0.016806958,0.9773617,0.00017469181,0.00001660648,0.0048363036],"study_design_scores_gemma":[0.00038447382,0.0000323998,0.0040599843,0.000444226,0.000030103629,0.0000020799355,0.00009440937,0.26273966,0.73175514,0.0000812891,0.00023400791,0.0001422112],"about_ca_topic_score_codex":0.000009190386,"about_ca_topic_score_gemma":0.000003811889,"teacher_disagreement_score":0.24593268,"about_ca_system_score_codex":0.000044801618,"about_ca_system_score_gemma":0.00001909709,"threshold_uncertainty_score":0.5422801},"labels":[],"label_agreement":null},{"id":"W4399883429","doi":"10.3390/cmd5020013","title":"Review of the Modelling of Corrosion Processes and Lifetime Prediction for HLW/SF Containers—Part 2: Performance Assessment Models","year":2024,"lang":"en","type":"article","venue":"Corrosion and Materials Degradation","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Corrosion; Nuclear engineering; Environmental science; Materials science; Process engineering; Forensic engineering; Metallurgy; Engineering","score_opus":0.03270922081916405,"score_gpt":0.24546904538933487,"score_spread":0.2127598245701708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399883429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6652132,0.017684568,0.31396964,0.0001246715,0.0013304004,0.0011764333,0.00029250508,0.0001370582,0.000071525894],"genre_scores_gemma":[0.95922804,0.040019754,0.00045664018,0.000039951876,0.000029112089,0.00007074828,0.000093133815,0.000016627286,0.00004602161],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991219,0.000034953904,0.00044001217,0.0001767386,0.00013228162,0.00009411418],"domain_scores_gemma":[0.9994953,0.00008636828,0.00008457851,0.00014957013,0.00014858045,0.000035601013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004288304,0.00012626557,0.00024399965,0.000043407337,0.00006436768,0.000036178815,0.000058831953,0.00006339531,0.000057209956],"category_scores_gemma":[0.000042612162,0.00008947712,0.000033731765,0.00012480348,0.000044199776,0.00026185423,0.000038521688,0.000049318507,2.278334e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001142681,0.000028145436,0.0001693867,0.08540318,0.0000065488043,1.1132461e-7,0.0002673615,0.006229907,0.89515454,0.0012617726,0.0023086057,0.009056204],"study_design_scores_gemma":[0.0003284615,0.00012433005,0.00010576748,0.013179049,0.000105108185,0.00000648755,0.00004833316,0.7478828,0.23601268,0.0003061017,0.0017507615,0.00015014253],"about_ca_topic_score_codex":0.0000046057426,"about_ca_topic_score_gemma":0.0000016169057,"teacher_disagreement_score":0.74165285,"about_ca_system_score_codex":0.000026850335,"about_ca_system_score_gemma":0.000046513433,"threshold_uncertainty_score":0.3648771},"labels":[],"label_agreement":null},{"id":"W4400483473","doi":"10.2139/ssrn.4890781","title":"Assessing Long-Term Seismic Resistance of Non-Corrosive Carbon Fiber-Reinforced Polymer Building Reinforcement","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Reinforcement; Term (time); Materials science; Composite material; Fiber; Resistance (ecology); Ecology; Physics","score_opus":0.009187435185769727,"score_gpt":0.2582047440755458,"score_spread":0.24901730888977605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400483473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93469954,0.017663267,0.04083633,0.00012213347,0.0020191688,0.00047091514,0.000010778605,0.00023707103,0.003940822],"genre_scores_gemma":[0.9901467,0.0025315962,0.00009759399,0.000024482222,0.00038600512,0.00002814603,0.000021656086,0.00012557271,0.00663828],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9954911,0.00006437912,0.0011678874,0.00049715,0.00060202554,0.0021774569],"domain_scores_gemma":[0.99845177,0.00009031545,0.00040939392,0.00069208926,0.00017799031,0.0001784624],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0012431635,0.00061517715,0.0007728161,0.0003910024,0.000117093055,0.00029979972,0.00062417105,0.0004226688,0.00008194491],"category_scores_gemma":[0.000050936982,0.0006151585,0.0005123333,0.0002817051,0.00007983146,0.00016842272,0.0005128565,0.006242323,0.000014127736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005511979,0.000047916394,0.0010958203,0.009528263,0.002224797,0.00019005992,0.0026355821,0.47182575,0.4444339,0.0130265355,0.00048420392,0.053955987],"study_design_scores_gemma":[0.0041665225,0.00061382476,0.0015133104,0.017245347,0.0021495612,0.000903216,0.0021812643,0.52769214,0.40278575,0.03465026,0.00043830133,0.0056605265],"about_ca_topic_score_codex":0.00008607369,"about_ca_topic_score_gemma":0.00012258731,"teacher_disagreement_score":0.055866376,"about_ca_system_score_codex":0.0034365184,"about_ca_system_score_gemma":0.0024658812,"threshold_uncertainty_score":0.99963},"labels":[],"label_agreement":null},{"id":"W4400607273","doi":"10.1016/j.conbuildmat.2024.137440","title":"Interactive effects of moisture, chloride, and carbonation on rebar corrosion in mortar","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Carbonation; Mortar; Moisture; Corrosion; Rebar; Chloride; Materials science; Metallurgy; Composite material; Environmental science","score_opus":0.003905696728085173,"score_gpt":0.21541231559186702,"score_spread":0.21150661886378186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400607273","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967575,0.00027165876,0.00040418794,0.000019304312,0.0021376053,0.00015456641,0.000008789914,0.00010023006,0.00014615187],"genre_scores_gemma":[0.999479,0.00025191103,0.00018729645,0.00000956228,0.000043780077,0.000010072867,0.0000036090091,0.000009939232,0.0000048563415],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994938,0.000027217837,0.0001907794,0.00015540559,0.00006073034,0.000072082774],"domain_scores_gemma":[0.99974644,0.000120221186,0.000022028456,0.000066804925,0.000015905993,0.000028606799],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012294858,0.00009528883,0.00016386897,0.00014266741,0.000018081408,0.000050211103,0.000020413834,0.00006130972,0.00002067217],"category_scores_gemma":[0.00006766326,0.00008685502,0.00001434374,0.000089954854,0.000050580875,0.00010366475,0.000018007806,0.00006969568,9.466671e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004512578,0.000002602867,0.0007805472,0.00048489578,0.0000036073563,0.0000032322578,0.00015989436,0.000025660946,0.98444194,0.002258651,0.000016186666,0.011777654],"study_design_scores_gemma":[0.00023816117,0.000034699704,0.008358468,0.00052848906,0.000011390917,0.000018131877,0.000044553544,0.0014904147,0.98825866,0.0006977223,0.0002245675,0.000094757],"about_ca_topic_score_codex":0.000027966737,"about_ca_topic_score_gemma":0.0000044820595,"teacher_disagreement_score":0.011682898,"about_ca_system_score_codex":0.000037995735,"about_ca_system_score_gemma":0.0000060668676,"threshold_uncertainty_score":0.35418448},"labels":[],"label_agreement":null},{"id":"W4400672637","doi":"10.1016/j.engstruct.2024.118585","title":"Sustainable reinforced concrete design: The role of ultra-high performance concrete (UHPC) in life-cycle structural performance and environmental impacts","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Service life; Durability; Structural engineering; Stiffness; Life-cycle assessment; Beam (structure); Materials science; Reinforced concrete; Composite number; Finite element method; Carbon fibers; Structural material; Span (engineering); Engineering; Composite material","score_opus":0.0029052294228976818,"score_gpt":0.17242210431635344,"score_spread":0.16951687489345577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400672637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994918,0.0038938227,0.00028572194,0.000013208548,0.00025169947,0.0003151444,0.000020563866,0.0002133588,0.000088462875],"genre_scores_gemma":[0.9990266,0.00042790125,0.0003461201,0.000015528947,0.000066163455,0.000018460361,0.000012565967,0.000045544206,0.000041143976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987769,0.000022121616,0.00033753001,0.00022573849,0.00019355596,0.00044414971],"domain_scores_gemma":[0.99938464,0.00018128198,0.000028484259,0.00027693986,0.000011700875,0.00011695396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020683001,0.00028797545,0.00027539706,0.0001302418,0.00007254366,0.00008028795,0.00019549856,0.0001106634,0.000084270105],"category_scores_gemma":[0.00006508392,0.00022436891,0.000049132104,0.00020541638,0.00010063769,0.0003376277,0.00005062561,0.00038892706,0.0000019882962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005328201,9.917642e-8,0.0010905478,0.0007954472,0.0000395457,0.000008224671,0.0018394281,0.8098578,0.18329169,0.001206977,0.000038442293,0.0017785169],"study_design_scores_gemma":[0.00027678738,0.00006795721,0.025798801,0.00007487793,0.000016016802,0.00003092164,0.000400192,0.8509182,0.1217218,0.000039205643,0.00038504868,0.00027023602],"about_ca_topic_score_codex":0.000050878396,"about_ca_topic_score_gemma":3.1229655e-7,"teacher_disagreement_score":0.06156988,"about_ca_system_score_codex":0.00010896485,"about_ca_system_score_gemma":0.000034901004,"threshold_uncertainty_score":0.91494983},"labels":[],"label_agreement":null},{"id":"W4401202711","doi":"10.48550/arxiv.2407.20297","title":"An Assessment of Commonly Used Equivalent Circuit Models for Corrosion Analysis: A Bayesian Approach to Electrochemical Impedance Spectroscopy","year":2024,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Office of Naval Research; Multidisciplinary University Research Initiative; Canada First Research Excellence Fund; University of Toronto; European Commission","keywords":"Dielectric spectroscopy; Corrosion; Equivalent circuit; Electrical impedance; Bayesian probability; Materials science; Electrochemistry; Analytical Chemistry (journal); Computer science; Engineering; Chemistry; Metallurgy; Electrical engineering; Artificial intelligence; Chromatography; Voltage; Physical chemistry","score_opus":0.0665863005482158,"score_gpt":0.2507410188645079,"score_spread":0.1841547183162921,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401202711","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3892935,0.000048322217,0.60826445,0.000007261297,0.00013897088,0.00062533835,0.0001188012,0.00025859853,0.001244742],"genre_scores_gemma":[0.9949313,0.000061636674,0.00459639,0.000018849982,0.00005271896,0.0000133875965,0.00020729181,0.00006243123,0.000055985052],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976936,0.00008216419,0.00042885775,0.0011532623,0.00016670815,0.00047543147],"domain_scores_gemma":[0.99799705,0.00009773277,0.0001154368,0.0012947561,0.00015232453,0.000342728],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00034482504,0.00045774633,0.0008614901,0.0004977456,0.00006051248,0.00007089612,0.0007924257,0.0003441079,0.000019960109],"category_scores_gemma":[0.00001269909,0.00053523434,0.00065101206,0.0010407526,0.000060754155,0.00010436025,0.0004429525,0.00070378097,0.000002758859],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008131929,0.00013782567,0.00068816496,0.0008068288,0.00024375238,0.000005771631,0.00029687647,0.86125904,0.11599183,0.02036334,0.00007436313,0.00005090474],"study_design_scores_gemma":[0.0003390007,0.0001284361,0.00018719585,0.000086582404,0.0010894306,7.998521e-7,0.00013091184,0.9703777,0.010041905,0.017111389,0.000010550532,0.0004961221],"about_ca_topic_score_codex":0.000033939523,"about_ca_topic_score_gemma":0.00005467183,"teacher_disagreement_score":0.6056378,"about_ca_system_score_codex":0.00073553284,"about_ca_system_score_gemma":0.00018569738,"threshold_uncertainty_score":0.9997099},"labels":[],"label_agreement":null},{"id":"W4401634229","doi":"10.11159/ijci.2024.014","title":"Behavior of BFRP Bars in Moist Geopolymer Concrete and Alkaline-Exposed Conventional Concrete","year":2024,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"United Arab Emirates University","keywords":"Geopolymer cement; Geopolymer; Materials science; Composite material; Geotechnical engineering; Geology; Compressive strength","score_opus":0.006586627155883295,"score_gpt":0.24195862565082435,"score_spread":0.23537199849494106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401634229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932978,0.0019767364,0.000938311,0.00017854547,0.0024466517,0.0000882104,0.00014001761,0.00003248861,0.0009012401],"genre_scores_gemma":[0.99891657,0.00020249182,0.0004933394,0.000072301205,0.0002296906,0.000003138173,0.000017371913,0.000020374935,0.000044754277],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99853367,0.00003583183,0.000714358,0.00013251112,0.00045111764,0.00013254318],"domain_scores_gemma":[0.9993162,0.00014321093,0.00012072302,0.000092957016,0.00022694033,0.00009994969],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00024563828,0.00016303618,0.0002840564,0.00031336924,0.000012687199,0.00006927475,0.00025142977,0.00011630685,0.001360076],"category_scores_gemma":[0.000071753,0.00014715381,0.0001547499,0.0001259099,0.00013403763,0.000268848,0.00005140604,0.0004074344,0.0000033463127],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007969889,0.00001569338,0.08801384,0.00062579213,0.0010041848,0.0014448301,0.0038552668,0.0052279397,0.8382229,0.013522918,0.016233673,0.03103597],"study_design_scores_gemma":[0.016998345,0.0010810023,0.43639928,0.0047476743,0.00070386083,0.007906155,0.00239452,0.22575341,0.19336289,0.016404428,0.091608316,0.002640119],"about_ca_topic_score_codex":0.000013474359,"about_ca_topic_score_gemma":0.000015878184,"teacher_disagreement_score":0.64486,"about_ca_system_score_codex":0.00010015156,"about_ca_system_score_gemma":0.00009709869,"threshold_uncertainty_score":0.9995528},"labels":[],"label_agreement":null},{"id":"W4401917792","doi":"10.1002/suco.202400654","title":"Performance of corroded <scp>RC</scp> beam–column joints repaired using a hybrid scheme with <scp>HSFRC</scp> and stirrups replacement","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Structural engineering; Beam (structure); Scheme (mathematics); Column (typography); Materials science; Composite material; Engineering; Mathematics; Connection (principal bundle)","score_opus":0.013155902825662789,"score_gpt":0.22054363703424443,"score_spread":0.20738773420858164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401917792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99529207,0.001447771,0.00015218857,0.000012193671,0.0007376912,0.00059570686,0.00011468625,0.00064884435,0.0009988523],"genre_scores_gemma":[0.99577415,0.000098651646,0.0034083715,0.000043492233,0.000111421694,0.000020260533,0.00004429449,0.00008344969,0.0004159318],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99749964,0.000059268645,0.0006595927,0.00069157104,0.0004784396,0.00061146636],"domain_scores_gemma":[0.9984917,0.0002970775,0.00012712777,0.0006463955,0.00017085674,0.00026683832],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000358398,0.00048639526,0.00061141147,0.00016972219,0.00018141544,0.00014788214,0.00022349638,0.00012835105,0.000058141934],"category_scores_gemma":[0.00031882184,0.00042654373,0.00013731649,0.00041441183,0.0002973549,0.0004147847,0.00017010223,0.00045420098,0.0000107802825],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014786968,0.0000014528515,0.03576868,0.004302394,0.00045600193,0.00015138146,0.003862346,0.001197571,0.9466438,0.00024760544,0.004410967,0.0028099269],"study_design_scores_gemma":[0.0013935086,0.0005695038,0.008491106,0.0007284913,0.00017491619,0.0004404097,0.00064896874,0.76621926,0.2177392,0.00005844405,0.0032822022,0.00025399632],"about_ca_topic_score_codex":0.00006830005,"about_ca_topic_score_gemma":0.0000065357954,"teacher_disagreement_score":0.7650217,"about_ca_system_score_codex":0.00018877575,"about_ca_system_score_gemma":0.00012318227,"threshold_uncertainty_score":0.9998186},"labels":[],"label_agreement":null},{"id":"W4402071936","doi":"10.58286/30188","title":"Theory of similarity and ultrasonic testing","year":2024,"lang":"en","type":"article","venue":"e-Journal of Nondestructive Testing","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kinectrics (Canada)","funders":"","keywords":"Corrosion; Reinforced concrete; Forensic engineering; Materials science; Engineering; Structural engineering; Metallurgy","score_opus":0.03398367860126276,"score_gpt":0.24632298313135217,"score_spread":0.21233930453008942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402071936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9897211,0.0024252036,0.004218373,0.000013873837,0.0003780031,0.000057127563,0.000006735963,0.00010946111,0.0030701312],"genre_scores_gemma":[0.97663766,0.000012788619,0.023189766,0.0000070181354,0.00012363124,6.3271324e-7,1.9041704e-7,0.000021169957,0.000007116649],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999058,0.000056404242,0.00043765974,0.000120295605,0.00016734588,0.0001602695],"domain_scores_gemma":[0.9970523,0.0024085096,0.00010394264,0.00010192661,0.0002430873,0.000090216796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087746856,0.00013580137,0.0002531471,0.00012593786,0.00004496861,0.000043769276,0.00010941761,0.000055173692,0.000042718788],"category_scores_gemma":[0.00308542,0.00011799278,0.00006462908,0.00039500534,0.000111220856,0.00024548985,0.000033486565,0.000432214,0.0000015129184],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005032386,0.000019885267,0.11078552,0.0010774524,0.00012628405,0.00016042989,0.0017443432,0.001969252,0.5535798,0.0025045297,0.00009531132,0.32788688],"study_design_scores_gemma":[0.0016183794,0.0011743885,0.6527496,0.0051704636,0.00047772867,0.0070224423,0.0028296458,0.13910462,0.053329278,0.13496137,0.0003335415,0.0012285229],"about_ca_topic_score_codex":0.000004607651,"about_ca_topic_score_gemma":0.0000010656146,"teacher_disagreement_score":0.5419641,"about_ca_system_score_codex":0.000062951774,"about_ca_system_score_gemma":0.00008185842,"threshold_uncertainty_score":0.4811606},"labels":[],"label_agreement":null},{"id":"W4402118688","doi":"10.3390/cli12090132","title":"Risk Assessment Protocol for Existing Bridge Infrastructure Considering Climate Change","year":2024,"lang":"en","type":"article","venue":"Climate","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"National Research Council Canada","keywords":"Bridge (graph theory); Protocol (science); Vulnerability (computing); Climate change; Resilience (materials science); Vulnerability assessment; Risk assessment; Risk analysis (engineering); Environmental resource management; Socioeconomic status; Computer science; Psychological resilience; Business; Environmental science; Computer security; Environmental health; Population; Medicine","score_opus":0.06898197706391175,"score_gpt":0.3616427028702816,"score_spread":0.29266072580636987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402118688","genre_codex":"protocol","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.396647,0.00051650277,0.03873482,0.0006734107,0.0073075746,0.4882755,0.0034501627,0.014610105,0.049784932],"genre_scores_gemma":[0.7017157,0.00008390085,0.0068179737,0.00011404869,0.0005629042,0.29052466,0.000036926183,0.00013100491,0.000012859853],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987424,0.000026471642,0.00033134405,0.00030406256,0.00011413439,0.00048161106],"domain_scores_gemma":[0.9993657,0.00018954428,0.00003905873,0.00026260462,0.00004434256,0.00009874228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040080972,0.00021956796,0.00022020574,0.00007082436,0.00015758468,0.00021107592,0.00009921563,0.000089829235,0.00017384674],"category_scores_gemma":[0.00006611113,0.00020180637,0.00011887035,0.0001324336,0.00003180715,0.00020892189,0.0001002577,0.0002689335,0.000035322486],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003161118,0.00008034496,0.13880911,0.055487614,0.00022563705,0.00022180256,0.0057256725,0.0063261497,0.05554164,0.027874421,0.021610012,0.68778145],"study_design_scores_gemma":[0.0012626183,0.00011690908,0.08429654,0.0010783565,0.00006723779,0.000036169004,0.0001244468,0.7321578,0.0018009715,0.001801503,0.17650011,0.0007572907],"about_ca_topic_score_codex":0.0000042470265,"about_ca_topic_score_gemma":0.000009521205,"teacher_disagreement_score":0.7258317,"about_ca_system_score_codex":0.00012224657,"about_ca_system_score_gemma":0.000019772217,"threshold_uncertainty_score":0.8229425},"labels":[],"label_agreement":null},{"id":"W4402120787","doi":"10.1007/978-981-97-3397-2_55","title":"Development of New Seismic Testing Program for Suspended Ceilings","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Environmental science; Geology; Engineering","score_opus":0.023621321975319003,"score_gpt":0.23705553085785785,"score_spread":0.21343420888253886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402120787","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004824457,0.012178193,0.89570516,0.000111046465,0.004160378,0.0042421883,0.00008519372,0.005178152,0.07351524],"genre_scores_gemma":[0.7395561,0.000059311005,0.25376034,0.00003191343,0.0006961394,0.00020152614,0.00012000206,0.0006253261,0.004949378],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983011,0.0000015058608,0.00068195316,0.00041568678,0.0002051192,0.00039465947],"domain_scores_gemma":[0.9990332,0.00042396836,0.000058899896,0.00030818896,0.000061672115,0.000114036346],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001807315,0.0005304433,0.00058835885,0.00032699358,0.000021703041,0.00003910702,0.00021560326,0.00044792244,0.00008950965],"category_scores_gemma":[0.00028085828,0.00056247175,0.00017308524,0.00016647272,0.000016889771,0.00003976952,0.000077500605,0.00070113916,0.000010566798],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016504231,0.0000096169,0.000012758995,0.0054977303,0.000118563425,0.000017135586,0.0013235123,0.59643215,0.011762679,0.0012811469,0.0001145545,0.38341367],"study_design_scores_gemma":[0.00049071765,0.0000681168,0.000016791855,0.0030652378,0.00008432902,0.000015472311,0.0000036309589,0.78445935,0.016689846,0.007949471,0.18601276,0.0011442968],"about_ca_topic_score_codex":0.0000055558858,"about_ca_topic_score_gemma":0.00026371388,"teacher_disagreement_score":0.7347316,"about_ca_system_score_codex":0.0002925449,"about_ca_system_score_gemma":0.00015050713,"threshold_uncertainty_score":0.99968266},"labels":[],"label_agreement":null},{"id":"W4402135242","doi":"10.1007/978-3-031-61539-9_13","title":"Life-Cycle Cost Analysis of the First All-Aluminum Bridge","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Bridge (graph theory); Life-cycle cost analysis; Engineering; Reliability engineering; Medicine; Internal medicine","score_opus":0.011792573644623832,"score_gpt":0.20920426893351374,"score_spread":0.1974116952888899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402135242","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.040099125,0.086770274,0.36218765,0.0049133627,0.02868767,0.0075167776,0.0033127982,0.0077581317,0.4587542],"genre_scores_gemma":[0.99842334,0.00019206855,0.00005534623,0.00013636741,0.00016500446,0.000023223147,0.000037494563,0.00014678083,0.00082038034],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99842364,0.0000048947827,0.00054781523,0.00039517294,0.00030321025,0.00032525157],"domain_scores_gemma":[0.998596,0.0003864538,0.00005849294,0.0007976597,0.0000374624,0.00012392044],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015551489,0.00049166585,0.00075267046,0.0005341184,0.00002335188,0.00004025997,0.00040224375,0.00046267765,0.00051988644],"category_scores_gemma":[0.00028876864,0.00042111924,0.00059235736,0.0004498752,0.000046330202,0.00003834657,0.00016194835,0.0010236227,0.00002206745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036077715,0.0000030842896,0.00015654135,0.0005474789,0.00056556024,0.000010058918,0.00028961594,0.9959196,0.0002796287,0.0008308779,0.00021548664,0.0011784533],"study_design_scores_gemma":[0.00017526012,0.00001244437,0.0021696887,0.00073064654,0.001248883,0.000004858892,9.1532655e-7,0.8902945,0.0005417285,0.0008527637,0.10323437,0.00073394785],"about_ca_topic_score_codex":0.00003666983,"about_ca_topic_score_gemma":0.003186807,"teacher_disagreement_score":0.9583242,"about_ca_system_score_codex":0.00026001508,"about_ca_system_score_gemma":0.000038807524,"threshold_uncertainty_score":0.99982405},"labels":[],"label_agreement":null},{"id":"W4402135890","doi":"10.1007/978-3-031-61527-6_19","title":"Combining Non-destructive and Destructive Techniques for Concrete Condition Assessment","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Nondestructive testing; Materials science; Forensic engineering; Engineering; Physics","score_opus":0.007476244484368131,"score_gpt":0.23655433280053642,"score_spread":0.2290780883161683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402135890","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010364099,0.004265351,0.89474183,0.00011394348,0.002981285,0.0032750284,0.0005808134,0.0026515163,0.08102614],"genre_scores_gemma":[0.9874633,0.0002221594,0.0111113,0.000032556833,0.00028042682,0.00023143998,0.0001285499,0.00026006723,0.00027019752],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985598,0.000005364608,0.00041831285,0.000514834,0.00016923077,0.00033248984],"domain_scores_gemma":[0.99890524,0.00059814466,0.000057257035,0.000272634,0.0000695961,0.000097112694],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017702846,0.0005818928,0.00062441727,0.00035634713,0.000043337113,0.000086721615,0.00012474306,0.0005724893,0.000053070922],"category_scores_gemma":[0.00007976024,0.00063283055,0.00014390919,0.00007773068,0.000070762304,0.00010986382,0.00007764929,0.0010419294,0.0000025967036],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025859242,0.000014159095,0.0005086556,0.02460292,0.0017650556,0.00041979554,0.006283019,0.17971832,0.25618672,0.38642573,0.00052196626,0.14329506],"study_design_scores_gemma":[0.0016381528,0.0005379809,0.00042891232,0.007283478,0.00047930056,0.00019443662,0.000037102574,0.6804771,0.032520216,0.25453198,0.01808888,0.003782467],"about_ca_topic_score_codex":0.0000065908625,"about_ca_topic_score_gemma":0.000057122565,"teacher_disagreement_score":0.9770992,"about_ca_system_score_codex":0.00045355453,"about_ca_system_score_gemma":0.000041324693,"threshold_uncertainty_score":0.9996123},"labels":[],"label_agreement":null},{"id":"W4402135925","doi":"10.1007/978-3-031-61527-6_5","title":"A Universal Performance-Based Rating System for Existing Structures via Fuzzy Logic: A General Framework","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Fuzzy logic; Computer science; Rating system; Reliability engineering; Artificial intelligence; Engineering; Economics","score_opus":0.015921309809415845,"score_gpt":0.2180695169013777,"score_spread":0.20214820709196188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402135925","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0020305244,0.0035585456,0.9708874,0.000035428653,0.0033197242,0.00087683735,0.00007909208,0.0027523942,0.016460046],"genre_scores_gemma":[0.9729599,0.000025184394,0.024996402,0.000040881907,0.0011003133,0.00006804371,0.00005521612,0.0003957413,0.00035834435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99798506,0.000007659206,0.0005785232,0.00058986305,0.00026949716,0.00056938047],"domain_scores_gemma":[0.99859846,0.0006758107,0.00007679588,0.00045804784,0.00006835381,0.00012255627],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021077433,0.00077034556,0.00071489497,0.00042770038,0.00008025519,0.00010712491,0.00028194443,0.0008742205,0.000067707435],"category_scores_gemma":[0.00018379827,0.0007749507,0.000296669,0.00015985234,0.000033377648,0.000068975634,0.00007390091,0.001487496,0.000011983627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023404966,0.0000013211578,0.000016103486,0.0048872516,0.000048857964,0.000037627204,0.00018570945,0.9688315,0.0020138437,0.017778587,0.000012340213,0.006163475],"study_design_scores_gemma":[0.00031243867,0.000058644666,0.000010188807,0.0029518686,0.00008442284,0.000024207777,0.000004758841,0.9834037,0.0017195854,0.006631413,0.0039015976,0.00089721463],"about_ca_topic_score_codex":0.00000849489,"about_ca_topic_score_gemma":0.00007572727,"teacher_disagreement_score":0.9709293,"about_ca_system_score_codex":0.0007905401,"about_ca_system_score_gemma":0.00005928262,"threshold_uncertainty_score":0.9994702},"labels":[],"label_agreement":null},{"id":"W4402480409","doi":"10.1201/9781003483755-115","title":"Assessment of a 60-year-old corroded concrete girder through finite-element analysis","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Finite element method; Structural engineering; Girder; Engineering; Materials science; Forensic engineering","score_opus":0.020879333044034866,"score_gpt":0.2657938202721511,"score_spread":0.24491448722811623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402480409","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0003779639,0.0007132139,0.022065705,0.00008291634,0.0006789012,0.00045622684,0.0003866744,0.00052732794,0.97471106],"genre_scores_gemma":[0.3846154,0.0007236145,0.003166931,0.00022393538,0.00013381612,0.00004096041,0.00037012843,0.00015568663,0.61056954],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976999,0.00001432383,0.00088707614,0.0005694711,0.0005421062,0.00028708004],"domain_scores_gemma":[0.9984341,0.00022859691,0.000116658375,0.00094528473,0.0001576894,0.00011762848],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00024053207,0.0005282189,0.0010607159,0.0002996192,0.000030158735,0.000055172815,0.00025661453,0.0003562853,0.021811178],"category_scores_gemma":[0.000017898381,0.00047625077,0.00082229613,0.00020723355,0.00008622233,0.00006318611,0.00017363096,0.0005410378,0.00021402117],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047014237,0.0000147864,0.0010606562,0.002614665,0.008064841,0.000119325276,0.0006944001,0.03128377,0.0022743398,0.91717803,0.03551213,0.0011360303],"study_design_scores_gemma":[0.0011976515,0.00027725045,0.0005308982,0.0005351874,0.0076706083,0.0000030876886,0.0002548954,0.4198289,0.0009815127,0.010186801,0.5562127,0.0023205148],"about_ca_topic_score_codex":0.000064852735,"about_ca_topic_score_gemma":0.00008059629,"teacher_disagreement_score":0.90699124,"about_ca_system_score_codex":0.00022000787,"about_ca_system_score_gemma":0.00006968617,"threshold_uncertainty_score":0.9997689},"labels":[],"label_agreement":null},{"id":"W4402534788","doi":"10.1007/978-3-031-61511-5_4","title":"Evaluation of the Properties of Offshore Structural Concrete Compared to Other Concrete Types","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; EnGlobe (Canada)","funders":"","keywords":"Submarine pipeline; Geotechnical engineering; Geology; Structural engineering; Engineering","score_opus":0.026443362905708014,"score_gpt":0.23023135961277652,"score_spread":0.20378799670706851,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402534788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8175574,0.06207737,0.007874177,0.00043728537,0.009683663,0.0065304926,0.00077370676,0.0012840165,0.0937819],"genre_scores_gemma":[0.9993253,0.000014515399,0.00014203641,0.000022142889,0.00009213461,0.000022268345,0.0000060694015,0.000106709405,0.00026887376],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983409,0.000022469776,0.0005328032,0.00027719635,0.00061648816,0.00021015215],"domain_scores_gemma":[0.9990287,0.000121074416,0.0000705208,0.00050611905,0.0002219843,0.000051643634],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00040260196,0.00038963195,0.0005770705,0.00019277525,0.0000151303175,0.00001885007,0.00028945063,0.00028432292,0.00029083042],"category_scores_gemma":[0.00030792385,0.00029078414,0.00018615156,0.00014455702,0.000066845525,0.00003548339,0.00010247934,0.0005284949,0.000007102371],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002695202,2.1191786e-7,0.000070690745,0.001475881,0.00016862479,0.0000012032439,0.001592391,0.8540045,0.13920233,0.0013424188,0.000040894167,0.002073902],"study_design_scores_gemma":[0.00041551364,0.00003821262,0.00015360214,0.0036673886,0.0003676662,0.000007244812,0.0000093845365,0.86812353,0.12099269,0.0016682909,0.003884947,0.00067152496],"about_ca_topic_score_codex":0.00003195462,"about_ca_topic_score_gemma":0.00041086145,"teacher_disagreement_score":0.18176787,"about_ca_system_score_codex":0.00023088943,"about_ca_system_score_gemma":0.00007433364,"threshold_uncertainty_score":0.9999544},"labels":[],"label_agreement":null},{"id":"W4402710153","doi":"10.1016/j.ceramint.2024.09.229","title":"Dynamics of localized accelerated corrosion in reinforced concrete: Voids, corrosion products, and crack formation","year":2024,"lang":"en","type":"article","venue":"Ceramics International","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University of Waterloo","keywords":"Materials science; Corrosion; Composite material; Forensic engineering; Metallurgy","score_opus":0.013960776885007953,"score_gpt":0.24607279548223812,"score_spread":0.23211201859723016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402710153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9542462,0.00032588054,0.04050985,0.00055930257,0.0020245537,0.00034688273,0.00011520976,0.00027246014,0.0015996235],"genre_scores_gemma":[0.99831337,0.0004293688,0.00037976692,0.000035790985,0.00004748506,0.00001192097,0.00049431383,0.000022481063,0.00026548977],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894947,0.000022252556,0.00046521312,0.00020650627,0.00021901344,0.00013755503],"domain_scores_gemma":[0.9995181,0.00009175289,0.000044720266,0.00015296467,0.00014818799,0.00004428187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022682316,0.00014694175,0.00017555863,0.00020618453,0.000024137813,0.0000937301,0.00013914047,0.000116370444,0.000106520136],"category_scores_gemma":[0.00013219343,0.00014735642,0.000038453043,0.00027593994,0.00006143362,0.00039849573,0.00006864346,0.00023675896,0.00001063473],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000561657,0.00001715694,0.0044994643,0.0020904564,0.00003146748,0.000034754597,0.0030688532,0.03315759,0.8398268,0.07916414,0.0040914295,0.03345622],"study_design_scores_gemma":[0.000471905,0.000026741003,0.00044583445,0.00020043054,0.0000064576993,0.00001758176,0.00011075516,0.976988,0.020213727,0.0003151506,0.0010565994,0.0001468199],"about_ca_topic_score_codex":0.000020025947,"about_ca_topic_score_gemma":0.00003745181,"teacher_disagreement_score":0.94383043,"about_ca_system_score_codex":0.00030985972,"about_ca_system_score_gemma":0.000037405003,"threshold_uncertainty_score":0.600902},"labels":[],"label_agreement":null},{"id":"W4403115856","doi":"10.1016/j.conbuildmat.2024.138511","title":"Concrete carbonation in tropical urban and urban/marine environments after 20 years of natural exposure","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"CYTED Ciencia y Tecnología para el Desarrollo; Instituto Tecnológico y de Estudios Superiores de Monterrey; University of Ottawa","keywords":"Carbonation; Natural (archaeology); Environmental science; Tropical marine climate; Geography; Materials science; Composite material; Meteorology; Archaeology","score_opus":0.0034863993971640385,"score_gpt":0.18614926962601624,"score_spread":0.18266287022885222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403115856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980319,0.00079059193,0.000037573565,0.000022037955,0.0009085552,0.000091219146,0.000022942622,0.000052422365,0.000042764525],"genre_scores_gemma":[0.9992985,0.00012410466,0.00046359602,0.000007784571,0.000063293424,0.0000089693585,0.000007458499,0.000009636602,0.000016619972],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99945813,0.000028046437,0.00021250403,0.00014713436,0.000067382265,0.00008680015],"domain_scores_gemma":[0.99984854,0.0000316729,0.000015492176,0.000066776156,0.000004807573,0.000032703963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076579876,0.00008424194,0.00015201465,0.00008085713,0.0000101615315,0.000047570764,0.000022119124,0.00006629099,0.00012545731],"category_scores_gemma":[0.000017812705,0.00008505292,0.000016601834,0.000053461554,0.000091348185,0.00009527919,0.000035450776,0.00006635027,0.0000011013698],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035286586,6.828754e-7,0.029461328,0.00011711662,0.000008934784,0.0000049514756,0.00015212286,0.000003079158,0.96117556,0.00064608915,0.000023133536,0.008371719],"study_design_scores_gemma":[0.00097135076,0.000051648185,0.64933527,0.00020540494,0.00004089788,0.000058562175,0.000098871846,0.0019457565,0.33994645,0.00033676735,0.006677569,0.00033145858],"about_ca_topic_score_codex":0.000007228646,"about_ca_topic_score_gemma":0.000002266134,"teacher_disagreement_score":0.6212291,"about_ca_system_score_codex":0.000028563802,"about_ca_system_score_gemma":0.0000049248433,"threshold_uncertainty_score":0.34683573},"labels":[],"label_agreement":null},{"id":"W4403250860","doi":"10.1002/suco.202400591","title":"Detection of corrosion effects on prestressed concrete bridge deck slabs from the champlain bridge through non‐destructive testing techniques","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; American Concrete Institute Foundation","keywords":"Bridge (graph theory); Bridge deck; Prestressed concrete; Corrosion; Structural engineering; Engineering; Forensic engineering; Deck; Nondestructive testing; Materials science; Composite material; Physics","score_opus":0.017792432730014546,"score_gpt":0.2519072521970029,"score_spread":0.23411481946698834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403250860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99300885,0.0008871835,0.0014260408,0.000061439736,0.001642228,0.000984905,0.00033176292,0.001114756,0.0005428188],"genre_scores_gemma":[0.99845546,0.000046954254,0.0006927881,0.00011678856,0.00046493058,0.00006851298,0.000061992534,0.00008327053,0.000009312802],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978154,0.00018274457,0.00055256975,0.00060738996,0.0003975158,0.00044442856],"domain_scores_gemma":[0.9966532,0.002325232,0.00011925372,0.00064908614,0.00014420996,0.000109033484],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002297635,0.0004954586,0.0005110811,0.00007641113,0.00021750625,0.00015263254,0.00037978077,0.00024491956,0.000044382374],"category_scores_gemma":[0.00052078255,0.00036980616,0.0002059548,0.0005255406,0.00022818228,0.0003419715,0.00012309113,0.00071090605,0.000019693782],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011219255,4.949591e-8,0.0011104897,0.00023960463,0.00003308763,0.00001936582,0.0008392639,0.0000071380864,0.9824788,0.00013565042,0.00021138802,0.014812963],"study_design_scores_gemma":[0.00042435064,0.00031736083,0.07294431,0.00078680756,0.000080912716,0.000032030093,0.000051289335,0.016610563,0.9066516,0.0010111411,0.0006333209,0.00045630708],"about_ca_topic_score_codex":0.0008962723,"about_ca_topic_score_gemma":0.000028397393,"teacher_disagreement_score":0.0758272,"about_ca_system_score_codex":0.00017567656,"about_ca_system_score_gemma":0.000054677977,"threshold_uncertainty_score":0.99987537},"labels":[],"label_agreement":null},{"id":"W4403279435","doi":"10.1016/j.prostr.2024.09.049","title":"Parametric analysis of corrosion effects on strength of RC decks with post-tensioned tendons","year":2024,"lang":"en","type":"article","venue":"Procedia Structural Integrity","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Structural engineering; Parametric statistics; Materials science; Composite material; Engineering; Forensic engineering; Mathematics","score_opus":0.009063109421746759,"score_gpt":0.24261433345788033,"score_spread":0.23355122403613357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403279435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978837,0.0004446747,0.0004086634,0.000042473726,0.00043407187,0.00025785188,0.0001250087,0.00024068204,0.00016288513],"genre_scores_gemma":[0.9991883,0.000032051103,0.00063114363,0.000019340336,0.000025637151,0.000012118969,0.000058618483,0.000020112286,0.0000126758205],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9987306,0.00003772278,0.00037026053,0.00031242854,0.00033774457,0.00021123483],"domain_scores_gemma":[0.99853605,0.0006950319,0.000060329905,0.0003085558,0.0002874608,0.00011258673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012687985,0.00024553688,0.00054706435,0.0006305377,0.000033312303,0.000026909942,0.00015877913,0.0001351843,0.00010688593],"category_scores_gemma":[0.0005940463,0.00015971283,0.00022821316,0.0023321987,0.00008357187,0.00010702228,0.000037959504,0.0005034402,0.000004868944],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015413744,0.0001267466,0.20228817,0.008072195,0.0017338342,0.00007506642,0.0029259273,0.007273188,0.6208512,0.0041414923,0.0011644346,0.14980637],"study_design_scores_gemma":[0.00050462625,0.0006520865,0.34012905,0.00047819977,0.0013593108,0.000015295685,0.00022532554,0.32032388,0.33545065,0.00034185877,0.0000527291,0.00046700885],"about_ca_topic_score_codex":0.00012873008,"about_ca_topic_score_gemma":0.00014955831,"teacher_disagreement_score":0.3130507,"about_ca_system_score_codex":0.00007956507,"about_ca_system_score_gemma":0.000051156425,"threshold_uncertainty_score":0.65129},"labels":[],"label_agreement":null},{"id":"W4403285418","doi":"10.1016/j.cemconcomp.2024.105796","title":"Exploring machine learning to study and predict the chloride threshold level for carbon steel reinforcement","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Mitacs; Canada Foundation for Innovation","keywords":"Reinforcement; Reinforcement learning; Chloride; Computer science; Artificial intelligence; Materials science; Composite material; Metallurgy","score_opus":0.0758434156256158,"score_gpt":0.24822361187613376,"score_spread":0.17238019625051795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403285418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943798,0.0021725898,0.0010639309,0.0002078782,0.00037692624,0.0010742869,0.000012512707,0.00026311088,0.00044894745],"genre_scores_gemma":[0.99888533,0.00031924856,0.00006896816,0.000059240523,0.0001008983,0.00036663623,0.000013967848,0.000027510143,0.00015817439],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990731,0.000018953211,0.0002456853,0.00027511513,0.00015735344,0.00022981237],"domain_scores_gemma":[0.9994727,0.00021046968,0.000014030466,0.00016905021,0.000027201055,0.0001065947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003375325,0.00020189025,0.00019042366,0.00006828557,0.00018684757,0.00018960967,0.000103871265,0.000020336936,0.000021418964],"category_scores_gemma":[0.000019046127,0.00015032811,0.00004173108,0.00011091727,0.000028680635,0.000107736836,0.00014840042,0.00016280293,0.000001626349],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015433581,0.00003203559,0.09312545,0.0025693092,0.0015092473,0.00005805683,0.064566605,0.024561726,0.689732,0.0041091125,0.00065563666,0.11753743],"study_design_scores_gemma":[0.0011378003,0.0009781057,0.004021986,0.00014793577,0.00018057236,0.000005476266,0.0025103013,0.94224226,0.033892848,0.000029761339,0.014406199,0.00044675922],"about_ca_topic_score_codex":0.000029332745,"about_ca_topic_score_gemma":0.0000090241,"teacher_disagreement_score":0.9176805,"about_ca_system_score_codex":0.000037610025,"about_ca_system_score_gemma":0.0000070294695,"threshold_uncertainty_score":0.61302024},"labels":[],"label_agreement":null},{"id":"W4403334721","doi":"10.1007/s10518-024-02037-1","title":"Exploring the seismic performance of corroded RC frames with masonry infills","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Structural engineering; Hydrogeology; Geology; Structural geology; Geotechnical engineering; Engineering; Unreinforced masonry building; Seismology","score_opus":0.016634063151620047,"score_gpt":0.17903841116134112,"score_spread":0.16240434800972106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403334721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99455535,0.0009449313,0.0026929304,0.00012619986,0.0005090143,0.00015265198,0.000009194301,0.00036373708,0.0006459817],"genre_scores_gemma":[0.998602,0.00027411323,0.0008468272,0.000012718849,0.00006212311,0.000032668922,0.0000023785817,0.00004769278,0.00011947635],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990844,0.000011588206,0.00030540646,0.00016260821,0.00020817069,0.00022780651],"domain_scores_gemma":[0.99933314,0.00021748153,0.000023459446,0.00032956726,0.000042374453,0.000053971533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022179213,0.00018854352,0.00023841199,0.000098590135,0.000025136216,0.000025779289,0.00016596993,0.0000426998,0.00019808371],"category_scores_gemma":[0.000053759908,0.0001396857,0.00008307509,0.00024651625,0.000049675356,0.000065517466,0.00003822236,0.0002826226,0.00003532114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027859267,0.000008765099,0.0006183391,0.0017029959,0.00006137577,0.000008756854,0.0012194028,0.9549523,0.0103725875,0.0002611986,0.0009006923,0.029865755],"study_design_scores_gemma":[0.00035979226,0.0002166457,0.047219288,0.0016461279,0.000053737254,0.000040949428,0.0003081127,0.74300164,0.050066866,0.0000031867116,0.15656431,0.0005193147],"about_ca_topic_score_codex":0.000014697079,"about_ca_topic_score_gemma":0.0000014394448,"teacher_disagreement_score":0.21195062,"about_ca_system_score_codex":0.000018858442,"about_ca_system_score_gemma":0.000017051218,"threshold_uncertainty_score":0.56962174},"labels":[],"label_agreement":null},{"id":"W4403688882","doi":"10.1139/cjce-2024-0128","title":"Corrosion effects on flexural behaviour of EPS sandwich concrete panels: a study using acoustic emission technique","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Flexural strength; Corrosion; Materials science; Acoustic emission; Structural engineering; Composite material; Sandwich-structured composite; Engineering; Core (optical fiber)","score_opus":0.013104714267354328,"score_gpt":0.2307390282438275,"score_spread":0.21763431397647318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403688882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96390724,0.0011410429,0.032809988,0.000011169702,0.0015354009,0.0003623163,0.000015770996,0.00010659204,0.00011048523],"genre_scores_gemma":[0.9995677,0.00001293397,0.00017624647,0.0000073375836,0.00014960088,0.0000075258804,0.0000015195432,0.00006394391,0.000013192485],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986957,0.00004139912,0.00052599685,0.00015858385,0.00024364413,0.00033471538],"domain_scores_gemma":[0.99889696,0.0001921006,0.000059001533,0.00021761777,0.00010310551,0.0005311975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046487057,0.00025222497,0.000410182,0.0006033842,0.000051277162,0.00006727682,0.00019936753,0.00011634629,0.00007550998],"category_scores_gemma":[0.00021009159,0.00023617326,0.00015616167,0.0003879037,0.000021235852,0.00015563692,0.000015008437,0.0005854713,0.0000019981765],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001846846,0.000004878777,0.002193494,0.00071793207,0.00003438287,0.00070372375,0.001037293,0.08834604,0.9053946,0.0000113742135,0.0003531856,0.0011846184],"study_design_scores_gemma":[0.0017721533,0.0019855069,0.017067028,0.010192688,0.0006218345,0.0012982496,0.00086378685,0.6254068,0.33815637,0.00005056511,0.0011701393,0.0014149178],"about_ca_topic_score_codex":0.00022125222,"about_ca_topic_score_gemma":0.0008722387,"teacher_disagreement_score":0.5672383,"about_ca_system_score_codex":0.00041847967,"about_ca_system_score_gemma":0.00029340034,"threshold_uncertainty_score":0.9630866},"labels":[],"label_agreement":null},{"id":"W4403939255","doi":"10.1007/978-3-031-75507-1_35","title":"Performance Evaluation of Surface Repair on Decommissioned Champlain Bridge Concrete","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Université de Sherbrooke","funders":"","keywords":"Bridge (graph theory); Environmental science; Geotechnical engineering; Forensic engineering; Geology; Engineering; Biology","score_opus":0.03942808793122191,"score_gpt":0.2564679035591294,"score_spread":0.2170398156279075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403939255","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15781559,0.0021407634,0.000011072816,0.00004137344,0.0011995899,0.000668572,0.00023230616,0.00101137,0.8368794],"genre_scores_gemma":[0.7894884,0.0005399319,0.0001780704,0.0000327102,0.0001602214,0.000025103234,0.00012152112,0.00016078682,0.20929328],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99815845,0.000027396447,0.0005628874,0.00038676726,0.00064933626,0.0002151496],"domain_scores_gemma":[0.99873555,0.00014083616,0.00010371228,0.00069552724,0.00021751356,0.000106844134],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00073373463,0.00042813964,0.0005291971,0.00010552917,0.000078485034,0.000027637852,0.00015994738,0.00031037335,0.0015314503],"category_scores_gemma":[0.00005487626,0.00041249243,0.0002771554,0.000035188095,0.00013617298,0.000089597095,0.000077471406,0.0004036199,0.0002703346],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0036044165,0.000037041755,0.0015102123,0.02499404,0.002804208,0.00014711737,0.011139099,0.052104414,0.03225946,0.43356624,0.2565324,0.18130137],"study_design_scores_gemma":[0.000770974,0.00047911747,0.00088112,0.0028901815,0.00044238265,0.00001836224,0.000042941134,0.1794167,0.010199257,0.00399951,0.7995397,0.001319794],"about_ca_topic_score_codex":0.0000066347907,"about_ca_topic_score_gemma":0.000015542086,"teacher_disagreement_score":0.6316728,"about_ca_system_score_codex":0.00023732337,"about_ca_system_score_gemma":0.00013017567,"threshold_uncertainty_score":0.9998327},"labels":[],"label_agreement":null},{"id":"W4404083062","doi":"10.17159/2411-9717/3295/2024","title":"Impact of steel properties on the susceptibility to corrosion of weld mesh and mesh straps","year":2024,"lang":"en","type":"article","venue":"Journal of the Southern African Institute of Mining and Metallurgy","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Corrosion; Welding; Materials science; Wire mesh; Structural engineering; Metallurgy; Forensic engineering; Composite material; Engineering","score_opus":0.025500709675001593,"score_gpt":0.23746858229879209,"score_spread":0.2119678726237905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404083062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99795306,0.0006462585,0.00016254763,0.00017600732,0.00035829996,0.00012591845,0.00003177436,0.000011751798,0.0005343819],"genre_scores_gemma":[0.9996324,0.00006340251,0.00012218197,0.000008966902,0.000031682706,0.0000011812693,1.490673e-7,0.000012060405,0.00012794421],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895126,0.00007590672,0.0004934159,0.00010723904,0.0002562125,0.00011598475],"domain_scores_gemma":[0.99926066,0.00013781014,0.00016761052,0.00024633616,0.00010380895,0.00008378038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008028275,0.0001413511,0.00037874043,0.00010125059,0.000044644523,0.000022865626,0.00020638958,0.000047613234,0.000037837606],"category_scores_gemma":[0.000281221,0.00006680596,0.00024961235,0.00019073738,0.00024794936,0.00007553302,0.000068978516,0.00017642345,5.4530256e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075630326,0.00011440919,0.0055716652,0.00079771655,0.0004593259,0.000006839441,0.039679557,0.008056659,0.91862285,0.0007114351,0.0005792531,0.024643986],"study_design_scores_gemma":[0.009075584,0.020291295,0.19828877,0.026525607,0.0047325394,0.0009415317,0.20372687,0.096231595,0.40857768,0.0019875634,0.02583643,0.0037845243],"about_ca_topic_score_codex":0.000056835273,"about_ca_topic_score_gemma":0.00005276542,"teacher_disagreement_score":0.5100452,"about_ca_system_score_codex":0.000037337366,"about_ca_system_score_gemma":0.00009906821,"threshold_uncertainty_score":0.27242678},"labels":[],"label_agreement":null},{"id":"W4404128436","doi":"10.1016/j.istruc.2024.107511","title":"Life-cycle seismic performance analysis of an offshore small-to-medium span bridge based on interpretable machine learning","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Science and Technology Program of Gansu Province; Institute of Engineering Mechanics, China Earthquake Administration; Department of Science and Technology of Inner Mongolia; Lanzhou Jiaotong University","keywords":"Bridge (graph theory); Submarine pipeline; Span (engineering); Structural engineering; Life span; Computer science; Engineering; Geology; Construction engineering; Seismology; Marine engineering; Geotechnical engineering","score_opus":0.008841529254767612,"score_gpt":0.22682325854789756,"score_spread":0.21798172929312995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404128436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933612,0.00016827285,0.004878075,0.00007061763,0.00036402437,0.00009876756,0.00007109141,0.0003250571,0.0006629455],"genre_scores_gemma":[0.99932975,0.000008499177,0.00026162056,0.00018059056,0.000056551908,0.000005474591,0.00008225646,0.000029051806,0.00004618758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990996,0.00003782575,0.00022827894,0.00026610645,0.00016661633,0.00020155469],"domain_scores_gemma":[0.9993615,0.000074377,0.000019205172,0.00033242037,0.000027263466,0.00018522878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014306838,0.00017377868,0.00028867513,0.0003840854,0.000044714296,0.000054564018,0.00018043496,0.000065133405,0.00057851593],"category_scores_gemma":[0.000098872646,0.00015078184,0.00013142299,0.00067965867,0.000027331555,0.0000691901,0.00003537021,0.00029697304,0.000009643812],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004714047,0.0000035781911,0.009398516,0.00018168031,0.00008919614,0.000002731736,0.00047999618,0.9707435,0.0043047084,0.000013523583,0.00009779184,0.014637686],"study_design_scores_gemma":[0.000075941534,0.000087137574,0.12704022,0.00003926777,0.00012798194,7.347311e-7,0.000023859215,0.8670319,0.004398083,0.000014436725,0.0010204136,0.0001400483],"about_ca_topic_score_codex":0.00010139899,"about_ca_topic_score_gemma":0.0001316127,"teacher_disagreement_score":0.11764171,"about_ca_system_score_codex":0.00004558783,"about_ca_system_score_gemma":0.000040724262,"threshold_uncertainty_score":0.63343436},"labels":[],"label_agreement":null},{"id":"W4404252342","doi":"10.1177/03611981241284616","title":"Modeling the Time-Dependent Variation of Road Salt Concentrations Using Analytical and Machine-Learning Approaches to Advance Service Life Predictions for Concrete Structures","year":2024,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Université Laval","funders":"","keywords":"Salting; Chloride; Corrosion; Service life; Environmental science; Durability; Computer science; Materials science; Chemistry; Composite material; Metallurgy","score_opus":0.13340803690691172,"score_gpt":0.34624601988725734,"score_spread":0.21283798298034562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404252342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80637926,0.00080721953,0.18860044,0.002587025,0.0003020827,0.001055748,0.00020051302,0.000050301314,0.000017406182],"genre_scores_gemma":[0.99655473,0.00034062777,0.0027901009,0.00002675992,0.0001247637,0.000055984197,0.00002370993,0.000042510477,0.00004082099],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99647295,0.0004894374,0.0009857361,0.00028271793,0.0013492099,0.00041991874],"domain_scores_gemma":[0.99708337,0.00096129335,0.000094714334,0.0002491706,0.0013276736,0.0002837535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002760511,0.00017745169,0.0003088778,0.0004229435,0.00047811374,0.0001603762,0.0003913406,0.0001180252,0.000072602874],"category_scores_gemma":[0.00031169842,0.00012534353,0.00018601236,0.0012612444,0.00017413359,0.00041283082,0.000007518462,0.0012408298,0.0000019371096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004444591,0.000011258215,0.0029317865,0.00053483114,0.00014417872,0.0000029144703,0.0037642156,0.9763022,0.010036191,0.004079343,0.00009410633,0.001654486],"study_design_scores_gemma":[0.0004592968,0.00016369473,0.02924063,0.00026564443,0.00010385361,7.7749877e-7,0.0011392141,0.96664464,0.00031941145,0.0010776281,0.00046881303,0.000116409465],"about_ca_topic_score_codex":0.0016184815,"about_ca_topic_score_gemma":0.0039299172,"teacher_disagreement_score":0.19017546,"about_ca_system_score_codex":0.00014626246,"about_ca_system_score_gemma":0.00046882563,"threshold_uncertainty_score":0.5390857},"labels":[],"label_agreement":null},{"id":"W4404733224","doi":"10.1016/j.dibe.2024.100583","title":"Predicting long-term tensile degradation of GFRP rebars embedded in concrete with a reconsidered environmental reduction factor CE","year":2024,"lang":"lv","type":"article","venue":"Developments in the Built Environment","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Guangdong Science and Technology Department; Research Grants Council, University Grants Committee; Shenzhen University; National Natural Science Foundation of China; Natural Science Foundation of Shenzhen City","keywords":"Fibre-reinforced plastic; Ultimate tensile strength; Degradation (telecommunications); Term (time); Reduction (mathematics); Materials science; Structural engineering; Forensic engineering; Composite material; Engineering; Mathematics","score_opus":0.020102483158922532,"score_gpt":0.22655446568075832,"score_spread":0.20645198252183578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404733224","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99624026,0.0012560156,0.00027587084,0.00010218752,0.0005423839,0.0011674677,0.00010044033,0.00006108546,0.00025431238],"genre_scores_gemma":[0.99671566,0.0010860134,0.0014838421,0.000029069139,0.000039189115,0.000121820696,0.00013307747,0.00006501941,0.00032633197],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.996843,0.00025005112,0.001039594,0.0007242764,0.00064596307,0.0004971408],"domain_scores_gemma":[0.9988921,0.00025883722,0.00015636755,0.0005928665,0.00000581743,0.000093967654],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006143805,0.0004681238,0.00044937438,0.00027006966,0.00008101283,0.00007533774,0.00030634023,0.00021866137,0.0006033208],"category_scores_gemma":[0.00006065037,0.00039176067,0.00008775909,0.00027987355,0.00020669357,0.00029723352,0.00015183525,0.0005985992,0.000078366946],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004548961,0.00017220501,0.6395997,0.0009998712,0.00030949226,0.00027786745,0.049843594,0.0048711486,0.23826362,0.000033738434,0.00012140097,0.06505246],"study_design_scores_gemma":[0.0019118703,0.00022363951,0.9354679,0.0016834855,0.000109427456,0.00020529686,0.006416862,0.006129346,0.04625255,0.000040865645,0.00065185217,0.0009068956],"about_ca_topic_score_codex":0.000069030386,"about_ca_topic_score_gemma":0.00004482823,"teacher_disagreement_score":0.29586822,"about_ca_system_score_codex":0.0011629682,"about_ca_system_score_gemma":0.00009985278,"threshold_uncertainty_score":0.99985343},"labels":[],"label_agreement":null},{"id":"W4405015239","doi":"10.1139/cgj-2024-0097","title":"Metal corrosion in partially saturated sands: pore fluid conductivity and water saturation","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Saudi Aramco","keywords":"Saturation (graph theory); Hydraulic conductivity; Geotechnical engineering; Water saturation; Corrosion; Pore water pressure; Geology; Metal; Materials science; Permeability (electromagnetism); Porosity; Soil water; Composite material; Metallurgy; Soil science; Chemistry","score_opus":0.011916094695925803,"score_gpt":0.21412698257606075,"score_spread":0.20221088788013494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405015239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936734,0.0015139289,0.00187929,0.0014732017,0.0009638102,0.00015361582,0.0000202,0.00017684298,0.00014572864],"genre_scores_gemma":[0.9995249,0.00012716536,0.00004142635,0.000112753005,0.0001141405,0.0000045568345,0.000022501998,0.000019126597,0.000033436063],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897826,0.000054447963,0.0002935666,0.00018767148,0.00012707988,0.00035899165],"domain_scores_gemma":[0.9993142,0.000039995077,0.000009389035,0.00012446265,0.0000391377,0.00047285124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043670862,0.00014662671,0.00018088028,0.00023065785,0.00009016455,0.0002074103,0.00008630259,0.0001974325,0.0002844059],"category_scores_gemma":[0.00007381128,0.00010998513,0.000062099,0.00018988416,0.000061012794,0.0002878761,0.000019436611,0.00076788844,0.0000198245],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005912259,0.000011418267,0.00062347593,0.00010909124,0.00002254043,0.0014232559,0.0005291443,0.009548086,0.92733717,0.00043183888,0.0070955465,0.052809328],"study_design_scores_gemma":[0.0012921544,0.00023856678,0.02106577,0.0005301239,0.00010178379,0.004220266,0.00025496096,0.76768136,0.06374323,0.0027249332,0.13688536,0.0012614666],"about_ca_topic_score_codex":0.0009642402,"about_ca_topic_score_gemma":0.016144734,"teacher_disagreement_score":0.86359394,"about_ca_system_score_codex":0.00031606047,"about_ca_system_score_gemma":0.00015609858,"threshold_uncertainty_score":0.900914},"labels":[],"label_agreement":null},{"id":"W4405271854","doi":"10.1007/s10518-024-02053-1","title":"Correction: Exploring the seismic performance of corroded RC frames with masonry infills","year":2024,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Masonry; Structural geology; Geology; Seismology; Hydrogeology; Structural engineering; Engineering; Geotechnical engineering","score_opus":0.009891660120972326,"score_gpt":0.17689264365957225,"score_spread":0.16700098353859993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405271854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910308,0.00095280545,0.0044161654,0.00010593678,0.0018560465,0.00015199764,0.000006161395,0.0004241973,0.0010558887],"genre_scores_gemma":[0.99872756,0.00021720493,0.0005105046,0.000012396327,0.000091865455,0.00003601409,0.0000025032791,0.000045327775,0.0003566143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999092,0.0000126739005,0.00030762627,0.00016839973,0.00020626275,0.00021303435],"domain_scores_gemma":[0.99929404,0.000266104,0.000026130287,0.00031000734,0.00005100316,0.00005273662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020962436,0.00018861053,0.00023397454,0.00009927854,0.000032248245,0.000028533308,0.00014556924,0.00005118254,0.0002814669],"category_scores_gemma":[0.00006692284,0.00014343242,0.00008409315,0.00027869863,0.000049986927,0.000060354527,0.000033813147,0.00032128673,0.000035582725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027211056,0.000007811401,0.00069007534,0.00092184154,0.000049213722,0.000006185807,0.0009131495,0.9586723,0.0042307037,0.000090598944,0.0038085973,0.030582301],"study_design_scores_gemma":[0.00021480552,0.00015983952,0.027168594,0.0011685151,0.0000356303,0.00004899143,0.0002526915,0.80069196,0.028570076,0.0000014115944,0.14136325,0.0003242478],"about_ca_topic_score_codex":0.000016665923,"about_ca_topic_score_gemma":0.000002235287,"teacher_disagreement_score":0.15798037,"about_ca_system_score_codex":0.000024258523,"about_ca_system_score_gemma":0.000019743262,"threshold_uncertainty_score":0.58490044},"labels":[],"label_agreement":null},{"id":"W4405328924","doi":"10.1007/978-3-031-61535-1_27","title":"Corrosion Evaluation of Steel Reinforcement Embedded in a Post-tensioned Concrete Deck Slab from a Canadian Bridge","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Slab; Bridge (graph theory); Bridge deck; Deck; Corrosion; Reinforcement; Structural engineering; Forensic engineering; Materials science; Engineering; Composite material; Medicine","score_opus":0.016499831213555773,"score_gpt":0.224736335430795,"score_spread":0.20823650421723922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405328924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7455613,0.05551021,0.05404574,0.00064652675,0.015635336,0.010733865,0.0025049692,0.002397698,0.11296437],"genre_scores_gemma":[0.9986661,0.00014760144,0.00021751622,0.0000708852,0.00011188823,0.00004776315,0.000380565,0.00015616258,0.00020151044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.997541,0.000020497879,0.00083980866,0.00052539614,0.0006198581,0.00045344344],"domain_scores_gemma":[0.99854994,0.000346462,0.00007706036,0.00060444156,0.0002218529,0.00020022114],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005307208,0.0005892214,0.0007408196,0.0008908508,0.000020581545,0.000039799193,0.00022309573,0.0006890394,0.00085452385],"category_scores_gemma":[0.00045949497,0.0006452324,0.00018444944,0.0002165443,0.000028410312,0.00008136216,0.00007743813,0.0010061952,0.000036350426],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043753236,0.0000016652816,0.00007108628,0.00052857486,0.000054368527,0.000076296936,0.0015697887,0.92616576,0.06673415,0.0005200881,0.00008052914,0.0041539613],"study_design_scores_gemma":[0.00095919525,0.00005809303,0.0011901286,0.0026750995,0.00016553771,0.000008207672,0.000008531677,0.98720384,0.003805184,0.0011053102,0.0020042134,0.00081667484],"about_ca_topic_score_codex":0.008888327,"about_ca_topic_score_gemma":0.23200864,"teacher_disagreement_score":0.25310484,"about_ca_system_score_codex":0.0014508732,"about_ca_system_score_gemma":0.00032549302,"threshold_uncertainty_score":0.9995999},"labels":[],"label_agreement":null},{"id":"W4405329878","doi":"10.1007/978-3-031-61535-1_6","title":"Seismic Resilience Assessment of Highway Bridges Equipped with Shape Memory Alloy Isolation Bearings","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Resilience (materials science); Isolation (microbiology); Structural engineering; Seismic isolation; Forensic engineering; Geotechnical engineering; Geology; Engineering; Materials science; Composite material; Biology","score_opus":0.008321221195691321,"score_gpt":0.2165842418455552,"score_spread":0.20826302064986388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405329878","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09563073,0.008388364,0.78523,0.0003686939,0.0032811922,0.0019589332,0.00016219007,0.0033431142,0.101636805],"genre_scores_gemma":[0.9963733,0.00015514217,0.0017858451,0.00002322183,0.00013899886,0.000022996455,0.000033730434,0.00018050942,0.0012862595],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99819154,0.000006789964,0.00053084764,0.0005205127,0.00039878895,0.00035151796],"domain_scores_gemma":[0.9989442,0.00032149281,0.00007619995,0.00050447026,0.00006335083,0.00009025354],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021456806,0.0005568147,0.0006128061,0.00040373375,0.000022484912,0.000049814298,0.00025811172,0.0004174514,0.0002258423],"category_scores_gemma":[0.00005938535,0.00053472817,0.00013883776,0.00015857775,0.000052666575,0.00010852442,0.00010721719,0.0010927372,0.00001011778],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000099159815,0.0000035442115,0.00015465471,0.0011743247,0.000039601076,0.00002283131,0.00016855002,0.98403364,0.011660226,0.00078209734,0.000019685634,0.0019308988],"study_design_scores_gemma":[0.00021263816,0.000074258794,0.0009470301,0.0016490145,0.000059434547,0.000016937971,0.0000024249134,0.99229664,0.0018748736,0.00034040178,0.0019381316,0.00058820227],"about_ca_topic_score_codex":0.000026195097,"about_ca_topic_score_gemma":0.0003073032,"teacher_disagreement_score":0.9007426,"about_ca_system_score_codex":0.000375333,"about_ca_system_score_gemma":0.00006926692,"threshold_uncertainty_score":0.99971044},"labels":[],"label_agreement":null},{"id":"W4405401629","doi":"10.1016/j.engstruct.2024.119312","title":"Fuzzy logic-visual inspection based evaluation charts for lateral capacity prediction of deteriorating concrete piled wharves","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Ocean Frontier Institute; Dalhousie University","keywords":"Visual inspection; Fuzzy logic; Structural engineering; Engineering; Computer science; Geotechnical engineering; Civil engineering; Artificial intelligence","score_opus":0.020815439751242937,"score_gpt":0.2646669915677356,"score_spread":0.24385155181649265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405401629","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9268913,0.00032852028,0.0690531,0.000016555137,0.0020178575,0.00045852718,0.000112502705,0.0010627233,0.00005890334],"genre_scores_gemma":[0.99656343,0.000004625077,0.0029746378,0.000009340696,0.000254787,0.000080841855,0.00007325635,0.0000362114,0.000002879168],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99903804,0.000025423516,0.0003201078,0.00022252354,0.00020780586,0.00018611629],"domain_scores_gemma":[0.9995767,0.000110026675,0.000029706802,0.00013752858,0.0000944584,0.000051600946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031138663,0.00019014748,0.00019841827,0.00015275992,0.00005134487,0.000077795696,0.000060620394,0.00011590645,0.000044337765],"category_scores_gemma":[0.00017559735,0.00018352702,0.00010412107,0.00016455661,0.000023986226,0.00020778306,0.000010330531,0.00015957346,0.0000011046973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003080224,0.0000016120675,0.00026597516,0.0010901078,0.000044451786,9.230026e-7,0.0006334106,0.31002417,0.6817277,0.0010809749,0.00015622449,0.0049436535],"study_design_scores_gemma":[0.0003157744,0.00008606609,0.009531137,0.000101798214,0.000040468403,0.000003540978,0.000016023016,0.9268335,0.06227511,0.00043780555,0.00021008747,0.0001486808],"about_ca_topic_score_codex":0.000007714543,"about_ca_topic_score_gemma":0.0000014729169,"teacher_disagreement_score":0.61945254,"about_ca_system_score_codex":0.00013229102,"about_ca_system_score_gemma":0.00002591967,"threshold_uncertainty_score":0.74840146},"labels":[],"label_agreement":null},{"id":"W4405693893","doi":"10.1007/978-3-031-67252-1_47","title":"The Effect of Polymers on the Self-Healing Capacity of Bituminous Binders","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Asphalt; Self-healing; Materials science; Polymer; Composite material; Medicine; Alternative medicine","score_opus":0.011848890347278077,"score_gpt":0.19751027909036847,"score_spread":0.1856613887430904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405693893","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04009967,0.0013509972,0.000036976355,0.00021600588,0.0011303314,0.00059399055,0.000043570795,0.00033854065,0.95618993],"genre_scores_gemma":[0.96304417,0.00025053916,0.000008709185,0.000029259094,0.000054905086,0.000009731267,0.0000028040993,0.00006377127,0.036536142],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990357,0.000025703295,0.0003393943,0.00017743996,0.0002608663,0.00016086226],"domain_scores_gemma":[0.99804324,0.0012833176,0.000061422696,0.0005402638,0.000025653253,0.000046074547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044053118,0.00026836558,0.00034226628,0.00007251266,0.000057978265,0.000016687976,0.00022708799,0.00019319596,0.0003066174],"category_scores_gemma":[0.000036481364,0.00013117139,0.00030530902,0.00004200345,0.00014820028,0.0000117609015,0.000045753997,0.0004704751,0.000043835254],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038758013,0.00002102399,0.00018162007,0.0089289285,0.0020354656,0.000021568309,0.0025967124,0.0018701312,0.024372758,0.895896,0.013049846,0.050638337],"study_design_scores_gemma":[0.0020740496,0.00328865,0.00018311728,0.00438365,0.0021227947,0.000045231787,0.0007039582,0.05949343,0.5811858,0.013956812,0.32915956,0.00340291],"about_ca_topic_score_codex":0.000057988083,"about_ca_topic_score_gemma":0.00004183269,"teacher_disagreement_score":0.9229445,"about_ca_system_score_codex":0.00007127902,"about_ca_system_score_gemma":0.000023447208,"threshold_uncertainty_score":0.5349014},"labels":[],"label_agreement":null},{"id":"W4405849652","doi":"10.1002/eqe.4295","title":"Seismic Drift Estimates of Corroded Piers: A Multihazard Approach Utilizing 3D‐IDA Analysis With Time Stamps Considering Climate Change Effects","year":2024,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Climate change; Structural engineering; Geotechnical engineering; Engineering; Environmental science; Geology; Forensic engineering; Oceanography","score_opus":0.006925586507450934,"score_gpt":0.20103551366275502,"score_spread":0.1941099271553041,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405849652","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91484684,0.0008694337,0.08165383,0.00001212774,0.00044812707,0.00048029315,0.00014952519,0.0014438053,0.00009602569],"genre_scores_gemma":[0.97764415,0.000043312484,0.02188439,0.00000899803,0.00006130439,0.000047672213,0.00018139726,0.00011715638,0.000011643775],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99796075,0.000029834951,0.00049344625,0.00053211814,0.00032601168,0.0006578519],"domain_scores_gemma":[0.99888396,0.00030372734,0.000059942457,0.0005037365,0.000066978086,0.00018166292],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019574251,0.0005582636,0.00079329475,0.000483228,0.00007681777,0.00015657004,0.0002073923,0.00016749586,0.000039909155],"category_scores_gemma":[0.00007618832,0.0005042133,0.00026202836,0.0010091888,0.0000853164,0.0003420794,0.00009051307,0.00047570252,0.000011419068],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039988565,0.000009238724,0.00577731,0.0037672895,0.0008000185,0.00006457649,0.00213009,0.88223934,0.0031182454,0.00043716468,0.000008201556,0.10160856],"study_design_scores_gemma":[0.0002878555,0.00005431647,0.09764202,0.00029130076,0.00042036126,0.000039573584,0.000070918126,0.9003503,0.00029645063,0.00001704504,0.000024650835,0.00050522404],"about_ca_topic_score_codex":0.000048643666,"about_ca_topic_score_gemma":0.000043081767,"teacher_disagreement_score":0.101103336,"about_ca_system_score_codex":0.00015400881,"about_ca_system_score_gemma":0.000023684039,"threshold_uncertainty_score":0.99974096},"labels":[],"label_agreement":null},{"id":"W4405931917","doi":"10.1007/978-3-031-61507-8_15","title":"Coatings for Improving the Durability of Concrete Bridge Decks","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Manitoba Beekeepers' Association; University of Manitoba","funders":"","keywords":"Durability; Bridge (graph theory); Structural engineering; Forensic engineering; Engineering; Materials science; Composite material","score_opus":0.01042747468431901,"score_gpt":0.20934886325760707,"score_spread":0.19892138857328806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405931917","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0064152665,0.0068699652,0.95503914,0.00025961665,0.0029140941,0.0027679538,0.00044752946,0.00096010603,0.024326347],"genre_scores_gemma":[0.99745685,0.00006544912,0.0014260309,0.0000706829,0.00017254506,0.00008373001,0.000036862348,0.000113709735,0.0005741696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982486,0.000011182893,0.00072708534,0.00042070998,0.00021000896,0.00038243673],"domain_scores_gemma":[0.99696344,0.002023096,0.0001116718,0.00071577606,0.00012223958,0.00006378254],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046987494,0.00051940617,0.00071684155,0.00018763979,0.000047181118,0.00003258935,0.00039151034,0.0005122654,0.00009083683],"category_scores_gemma":[0.0014287768,0.00045734053,0.0003288136,0.0001172411,0.00007708453,0.00005077718,0.00011366202,0.000890211,0.0000020028947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029884695,0.000014536057,0.00086805684,0.033212807,0.0004173479,0.000027272914,0.0031809323,0.56408936,0.20980012,0.025254726,0.002066005,0.16076995],"study_design_scores_gemma":[0.0020109902,0.00014397857,0.0009231775,0.0028409425,0.00037708218,0.000021213253,0.000008595637,0.8908391,0.043747768,0.0075218715,0.04898555,0.0025797489],"about_ca_topic_score_codex":0.000037141992,"about_ca_topic_score_gemma":0.00031936518,"teacher_disagreement_score":0.99104154,"about_ca_system_score_codex":0.00024173291,"about_ca_system_score_gemma":0.000076533484,"threshold_uncertainty_score":0.9997878},"labels":[],"label_agreement":null},{"id":"W4406087577","doi":"10.3390/app15010455","title":"Retrofitting of a Multi-Span Simply Supported Bridge into a Semi-Integral Bridge","year":2025,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Longyan University; National Natural Science Foundation of China","keywords":"Bridge (graph theory); Retrofitting; Span (engineering); Structural engineering; Engineering; Medicine","score_opus":0.02705084389474179,"score_gpt":0.28342378280451896,"score_spread":0.2563729389097772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406087577","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97524214,0.00007644316,0.014663755,0.00013639369,0.0002469014,0.00020483226,0.0000072386656,0.00024595324,0.009176325],"genre_scores_gemma":[0.9981465,0.000009141161,0.0015745407,0.00014759977,0.000016833237,0.000017365834,0.0000036766912,0.0000070505216,0.000077298],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9988293,0.000016999289,0.0003474834,0.0003047744,0.00021496385,0.0002864952],"domain_scores_gemma":[0.9994395,0.00014656245,0.0000478131,0.0002510336,0.000044632405,0.00007049149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005917241,0.00014352812,0.00024187416,0.00014634826,0.000207684,0.000037682814,0.0003646116,0.000065583976,0.00005492646],"category_scores_gemma":[0.00012915478,0.00012743879,0.000071648064,0.00085839815,0.0003101576,0.000081252205,0.00013111421,0.00015449904,0.000011443136],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039386912,0.000060546005,0.08759308,0.0003795986,0.000034026805,0.0000042732067,0.0047657643,0.002086731,0.83423406,0.008448188,0.0044661406,0.057888184],"study_design_scores_gemma":[0.001351836,0.00009357438,0.3787596,0.00016870702,0.00004570591,0.000004719075,0.0018136525,0.2938062,0.31668916,0.0017305403,0.0048350925,0.0007012216],"about_ca_topic_score_codex":0.00025962343,"about_ca_topic_score_gemma":0.00022353699,"teacher_disagreement_score":0.5175449,"about_ca_system_score_codex":0.00004843181,"about_ca_system_score_gemma":0.00008597601,"threshold_uncertainty_score":0.5196803},"labels":[],"label_agreement":null},{"id":"W4406097987","doi":"10.1016/j.ijoes.2025.100933","title":"Influence of concrete cover thickness on steel corrosion in reinforced concrete: Insights from advanced imaging and material analysis","year":2025,"lang":"en","type":"article","venue":"International Journal of Electrochemical Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Cover (algebra); Concrete cover; Materials science; Reinforced concrete; Structural engineering; Forensic engineering; Composite material; Engineering; Mechanical engineering","score_opus":0.0027860413467913707,"score_gpt":0.23514431877199932,"score_spread":0.23235827742520795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406097987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973584,0.00009784294,0.0018396357,0.00009772218,0.00025116114,0.000052454638,0.0000075402363,0.000011980732,0.0002832908],"genre_scores_gemma":[0.99948704,0.00006224835,0.0002562117,0.0001569121,0.000022770973,0.000001438237,0.0000036499175,0.000003313865,0.0000064146157],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986468,0.000021719665,0.0005090141,0.00017585323,0.0004986254,0.00014801144],"domain_scores_gemma":[0.99896365,0.00025290975,0.00015505534,0.00011669818,0.0004372688,0.000074404415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023318797,0.000109485285,0.00026750957,0.00041151544,0.000025883408,0.0000560516,0.00047261087,0.000044995206,0.000024700492],"category_scores_gemma":[0.00047817075,0.000094437666,0.00006528201,0.00069057633,0.00023697097,0.00037779965,0.00008073424,0.00022203487,6.4586294e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030201397,8.813866e-7,0.0025473535,0.000004966027,0.000017724984,0.000005050546,0.00007917775,0.0063424143,0.99001133,0.0004702108,0.000005764281,0.00021311545],"study_design_scores_gemma":[0.0006738366,0.000034945704,0.015364583,0.00014647881,0.000028793902,0.000005451988,0.000027407665,0.057258513,0.9260213,0.00030180006,0.000041626063,0.00009528086],"about_ca_topic_score_codex":0.000021060583,"about_ca_topic_score_gemma":0.0000024590738,"teacher_disagreement_score":0.06399005,"about_ca_system_score_codex":0.00021340976,"about_ca_system_score_gemma":0.00010098844,"threshold_uncertainty_score":0.38510564},"labels":[],"label_agreement":null},{"id":"W4406530561","doi":"10.1016/0952-5807(95)00020-f","title":"10.1016/0952-5807(95)00020-f","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Life span; Span (engineering); Structural engineering; Engineering; Forensic engineering; Environmental science; Geology; Medicine; Gerontology","score_opus":0.004440470881305468,"score_gpt":0.1505329557322257,"score_spread":0.14609248485092022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406530561","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047014556,0.00013124272,0.0000053928397,0.00008427645,0.000004417012,0.00013436395,0.000013679073,0.0006039488,0.9943212],"genre_scores_gemma":[0.002668774,8.341487e-7,0.000082598075,0.000029800562,0.000084906525,0.000014612351,0.000008318417,0.000028694678,0.99708146],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992981,0.000016803717,0.00016224089,0.00016901182,0.0001195743,0.00023425034],"domain_scores_gemma":[0.999425,0.000041315318,0.000006406217,0.00033519167,0.00002087431,0.0001711952],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00008869757,0.00013533539,0.00014965567,0.000033581015,0.000038391394,0.000030552197,0.00015534993,0.00006165001,0.99827045],"category_scores_gemma":[0.000025067257,0.00013760575,0.00006298119,0.00017030947,0.000016932316,0.000066152905,0.0000234089,0.0001112449,0.99318004],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021212369,0.0000069640405,2.0840518e-7,0.00001057738,0.000004249569,0.0000025642382,0.00001783625,0.00069056364,0.0005494459,3.8060386e-7,0.3351006,0.6635954],"study_design_scores_gemma":[0.00014403599,0.000034889687,0.00004894056,0.000009816907,0.0000065338963,0.0000038810367,6.887478e-7,0.008602155,0.00038216347,0.0000037083935,0.99058455,0.00017862188],"about_ca_topic_score_codex":0.000008062002,"about_ca_topic_score_gemma":2.7316355e-7,"teacher_disagreement_score":0.6634168,"about_ca_system_score_codex":0.000044957877,"about_ca_system_score_gemma":0.000009144649,"threshold_uncertainty_score":0.56113994},"labels":[],"label_agreement":null},{"id":"W4406606349","doi":"10.1016/j.ijpvp.2025.105440","title":"Limit state-based fitness-for-service assessments of steel pipelines containing dent-gouges","year":2025,"lang":"en","type":"article","venue":"International Journal of Pressure Vessels and Piping","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pipeline transport; Forensic engineering; Limit (mathematics); Engineering; Limit state design; Mining engineering; State (computer science); Structural engineering; Geology; Geotechnical engineering; Environmental science; Civil engineering; Materials science; Metallurgy; Nuclear engineering; Mechanical engineering; Computer science; Mathematics","score_opus":0.020825258417542656,"score_gpt":0.3078614853078797,"score_spread":0.28703622689033703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406606349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8808798,0.0025438357,0.11315101,0.00082519517,0.0018861316,0.00014372187,0.000068744375,0.000030683335,0.00047083767],"genre_scores_gemma":[0.9981938,0.00014815712,0.0012648373,0.0002202015,0.000093593415,0.0000039824636,0.000004494646,0.000009353963,0.000061607476],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904186,0.00003080825,0.00049915985,0.000093261886,0.00023124563,0.00010367346],"domain_scores_gemma":[0.9984161,0.00044293018,0.00018413767,0.000079083926,0.00083122205,0.000046485813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003723491,0.000107825224,0.0002382982,0.00016377127,0.000031568892,0.00007015891,0.00024833676,0.00004851198,0.00002111022],"category_scores_gemma":[0.0001451322,0.00009755627,0.00007822088,0.00008239166,0.000021523108,0.00019438057,0.000040611038,0.00012782076,1.902731e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028841647,0.00024882125,0.16068244,0.00441848,0.0027126458,0.000048774396,0.0026675204,0.30232874,0.3669815,0.0039504203,0.0026758863,0.1504006],"study_design_scores_gemma":[0.011708345,0.0004899428,0.10218984,0.0061468133,0.00065785914,0.000045004745,0.0014577428,0.62289226,0.1541672,0.005493994,0.09386061,0.00089039444],"about_ca_topic_score_codex":0.000011777429,"about_ca_topic_score_gemma":0.000013946864,"teacher_disagreement_score":0.3205635,"about_ca_system_score_codex":0.000023496787,"about_ca_system_score_gemma":0.00007845583,"threshold_uncertainty_score":0.39782292},"labels":[],"label_agreement":null},{"id":"W4406682627","doi":"10.1177/1478422x241310412","title":"Effect of a cement-bentonite grout on AVM glass alteration and C-steel corrosion at nanometer scale","year":2025,"lang":"en","type":"article","venue":"Corrosion Engineering Science and Technology The International Journal of Corrosion Processes and Corrosion Control","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Light Source (Canada); University of Saskatchewan","funders":"Central Institute of Medicinal and Aromatic Plants; Natural Sciences and Engineering Research Council of Canada; Canadian Institutes of Health Research; European Regional Development Fund; Région Normandie; Canadian Light Source; Agence Nationale pour la Gestion des Déchets Radioactifs; Centre National de la Recherche Scientifique; Commissariat à l'Énergie Atomique et aux Énergies Alternatives; Agence Nationale de la Recherche","keywords":"Corrosion; Materials science; Passivation; Bentonite; Grout; Cement; Nanometre; Layer (electronics); Porosity; Metallurgy; Magnetite; Composite material; Chemical engineering","score_opus":0.0030939425288393717,"score_gpt":0.2199334764783039,"score_spread":0.21683953394946454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406682627","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95354253,0.0024914986,0.040239647,0.0011166085,0.0019966846,0.00043226362,0.000020592714,0.00010375774,0.000056387085],"genre_scores_gemma":[0.9981056,0.0013927718,0.00009487338,0.00021040821,0.0000438326,0.000033783384,0.0000030417602,0.000020086143,0.00009563126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976325,0.000043737382,0.00076376536,0.0004062968,0.0008093994,0.00034430414],"domain_scores_gemma":[0.99748975,0.0006503693,0.00031979822,0.00029556276,0.0010898343,0.00015470445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014026761,0.00035248324,0.0005177588,0.0010057002,0.00034831764,0.00019011613,0.00067230285,0.00019006473,0.000015873351],"category_scores_gemma":[0.0009646149,0.00023971163,0.00007777111,0.0009582775,0.000525124,0.00044360614,0.0003455038,0.000412299,0.0000019603758],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00064166496,0.00004082094,0.0071134544,0.00021920126,0.0000057464517,0.0000064625056,0.00011950483,0.0010253451,0.9718363,0.00047538156,0.00020573282,0.018310348],"study_design_scores_gemma":[0.005159666,0.0020939587,0.0020327994,0.001973929,0.00018887417,0.00036131262,0.00026660447,0.1677864,0.81619704,0.00029814022,0.0031410065,0.0005002646],"about_ca_topic_score_codex":0.0000021284623,"about_ca_topic_score_gemma":0.000006339276,"teacher_disagreement_score":0.16676106,"about_ca_system_score_codex":0.00018678361,"about_ca_system_score_gemma":0.00013417979,"threshold_uncertainty_score":0.97751564},"labels":[],"label_agreement":null},{"id":"W4407352943","doi":"10.15866/irece.v15i5.24986","title":"Projection of the Carbonation Depths and its Probability of Corrosion Initiation for the Uncracked and Cracked Concrete","year":2024,"lang":"en","type":"article","venue":"International Review of Civil Engineering (IRECE)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Research Council Canada","keywords":"Carbonation; Corrosion; Materials science; Projection (relational algebra); Composite material; Structural engineering; Engineering; Computer science","score_opus":0.014881629586783091,"score_gpt":0.2480764074419515,"score_spread":0.2331947778551684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407352943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8336047,0.12092769,0.03499089,0.0015918864,0.0037305641,0.003766394,0.0002479958,0.00023841842,0.0009014403],"genre_scores_gemma":[0.9900529,0.009640856,0.00014514614,0.000016910899,0.00003679773,0.00006795063,0.000011677885,0.000013896035,0.000013894618],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909663,0.000026542797,0.0004469357,0.00013427393,0.00022684575,0.0000687903],"domain_scores_gemma":[0.9989189,0.0005509131,0.00009474627,0.00013358415,0.00028186897,0.000020017682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061941217,0.000109685134,0.00020107807,0.000057731948,0.000019192561,0.000012411581,0.00011546057,0.000046623732,0.000020639633],"category_scores_gemma":[0.0011202438,0.00007384784,0.00009269311,0.00018353705,0.000041115407,0.00012421864,0.00004167335,0.00010048152,2.1355355e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001797244,0.000043165026,0.003907842,0.15674245,0.00039996207,8.9025804e-7,0.0024872941,0.016419416,0.6628354,0.04167422,0.001571952,0.11373766],"study_design_scores_gemma":[0.00029523228,0.000051503204,0.010087808,0.0077822353,0.00012321919,0.0000107895685,0.000018176866,0.94536275,0.030080775,0.00037631555,0.0056621605,0.00014901992],"about_ca_topic_score_codex":0.00000754472,"about_ca_topic_score_gemma":0.000020863648,"teacher_disagreement_score":0.92894334,"about_ca_system_score_codex":0.000057048055,"about_ca_system_score_gemma":0.000033060882,"threshold_uncertainty_score":0.30114275},"labels":[],"label_agreement":null},{"id":"W4407355321","doi":"10.1016/j.engstruct.2025.119868","title":"Novel time-dependent seismic fragility assessment tool for existing RC highway bridges in a multi-hazard environment considering regular maintenance","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Seismic hazard; Hazard; Engineering; Incremental Dynamic Analysis; Structural engineering; Civil engineering; Forensic engineering; Computer science; Environmental science; Seismic analysis; Physics","score_opus":0.013071362444546783,"score_gpt":0.24323327395312155,"score_spread":0.23016191150857476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407355321","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33716518,0.00023273725,0.6608981,0.00008866301,0.0005576106,0.0005272638,0.00006260375,0.00040722356,0.00006062612],"genre_scores_gemma":[0.9313074,0.00001684243,0.06816971,0.00006360998,0.000042397725,0.00013748647,0.000016772914,0.00004704163,0.0001987425],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983236,0.000019820316,0.0005095261,0.00047266844,0.00018838873,0.0004859822],"domain_scores_gemma":[0.99911904,0.00026192417,0.000042755277,0.0004755893,0.00002861567,0.00007206662],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036513823,0.0003576889,0.00041684936,0.00016185442,0.000072723604,0.000066456996,0.00021648637,0.00014357248,0.000040797713],"category_scores_gemma":[0.00024715078,0.0003790239,0.00012083407,0.000120108154,0.000038624145,0.00009638984,0.00011075576,0.0002920963,0.000002948251],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011610085,0.0000128076035,0.0008083864,0.00033051512,0.0000287812,0.0000053288236,0.00007661993,0.8637629,0.13247894,0.00054626766,0.00014025865,0.0017975519],"study_design_scores_gemma":[0.0012180044,0.000014687339,0.066570394,0.0001593526,0.000019575082,0.000008447748,0.0000370594,0.9032487,0.023700984,0.00019012285,0.004404748,0.00042788536],"about_ca_topic_score_codex":0.000023443738,"about_ca_topic_score_gemma":0.0000058703035,"teacher_disagreement_score":0.5941422,"about_ca_system_score_codex":0.00059948064,"about_ca_system_score_gemma":0.000042679858,"threshold_uncertainty_score":0.9998662},"labels":[],"label_agreement":null},{"id":"W4407556565","doi":"10.1061/jccof2.cceng-4610","title":"Structural Reliability of GFRP-RC Slab Column Connections Based on a Data-Driven Robust Algorithm: Punching Shear Limit State","year":2025,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Limit state design; Materials science; Slab; Fibre-reinforced plastic; Structural engineering; Column (typography); Punching; Reliability (semiconductor); Limit (mathematics); Shear (geology); Composite material; Engineering; Connection (principal bundle); Mathematics","score_opus":0.017881080930067492,"score_gpt":0.247873677238323,"score_spread":0.2299925963082555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407556565","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61457795,0.00007327004,0.38212994,0.00023907787,0.0020388346,0.00035859933,0.00027693834,0.000073838026,0.0002315599],"genre_scores_gemma":[0.90789795,0.000014070735,0.09189331,0.000036146525,0.00008271871,0.0000046444757,0.000041093997,0.000015660607,0.000014434009],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99847,0.00008821321,0.0008163925,0.00020541025,0.00023830324,0.00018164325],"domain_scores_gemma":[0.9980421,0.00061806326,0.00027992774,0.000455565,0.00051557634,0.00008875627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004497218,0.0001776064,0.00043479342,0.00027591165,0.000155213,0.00006517345,0.00028561283,0.00008725721,0.000038748825],"category_scores_gemma":[0.00027029583,0.00016799288,0.00017490846,0.00030012432,0.00013377157,0.0003492367,0.00004837479,0.00034607557,6.7561575e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054464146,0.000053501895,0.006919128,0.00037622044,0.00011996558,0.0000027415458,0.00012565996,0.88111645,0.030948635,0.00024376946,0.0009031631,0.07864614],"study_design_scores_gemma":[0.00134615,0.00029841982,0.0032444699,0.00019273751,0.00012478165,0.000045035133,0.00010022658,0.98227745,0.0101244915,0.0008170849,0.0012763704,0.00015280675],"about_ca_topic_score_codex":0.00001871133,"about_ca_topic_score_gemma":0.000015772335,"teacher_disagreement_score":0.29331997,"about_ca_system_score_codex":0.00020309366,"about_ca_system_score_gemma":0.00013854136,"threshold_uncertainty_score":0.6850551},"labels":[],"label_agreement":null},{"id":"W4408309037","doi":"10.1016/j.cemconcomp.2025.106038","title":"On the subtilities of rebar corrosion behaviour in cracked concrete","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Corrosion; Materials science; Forensic engineering; Composite material; Structural engineering; Metallurgy; Engineering","score_opus":0.008829047071416879,"score_gpt":0.21402835901356337,"score_spread":0.2051993119421465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408309037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936281,0.0010015115,0.00015897516,0.00027752083,0.0002311423,0.00033710594,0.00001807686,0.000075882526,0.0042717243],"genre_scores_gemma":[0.9993153,0.00015874441,0.000032285592,0.00021021358,0.000009178833,0.000031579533,0.000014979279,0.000009972315,0.00021771426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990546,0.00007294341,0.0003516868,0.00019385996,0.00013583012,0.00019104757],"domain_scores_gemma":[0.99900275,0.0005671718,0.00003807362,0.00029949204,0.000050541257,0.00004199555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025766488,0.0001762649,0.00026866057,0.00010530975,0.00007815632,0.00003612075,0.00016414115,0.00006919497,0.00021748485],"category_scores_gemma":[0.00005662117,0.00013617637,0.00006276113,0.00018398919,0.00015670393,0.000053783057,0.00008173177,0.0001742921,0.0000046423997],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042260668,0.000006271614,0.1678904,0.0003991349,0.000035002868,0.0000068834424,0.0015473731,0.00014313743,0.77802116,0.0458074,0.0042843176,0.0014363069],"study_design_scores_gemma":[0.0050266557,0.0007766472,0.13776833,0.0016058296,0.00019002607,0.0000045281868,0.0032038675,0.1033674,0.7377417,0.0033441277,0.0057920488,0.001178816],"about_ca_topic_score_codex":0.000035018697,"about_ca_topic_score_gemma":0.000015631198,"teacher_disagreement_score":0.10322426,"about_ca_system_score_codex":0.00004061812,"about_ca_system_score_gemma":0.000016313523,"threshold_uncertainty_score":0.55531114},"labels":[],"label_agreement":null},{"id":"W4408603284","doi":"10.5006/mp2013_52_11-29","title":"Evaluation of Galvanized Steel Corrosion in Mechanically Stabilized Earth Walls","year":2013,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Galvanization; Corrosion; Materials science; Metallurgy; Composite material; Layer (electronics)","score_opus":0.020784236991149757,"score_gpt":0.22946042592433738,"score_spread":0.20867618893318762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408603284","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998021,0.000046973004,0.00008281501,0.00001390169,0.0005359664,0.0006888474,0.000008791842,0.00009573631,0.00050594885],"genre_scores_gemma":[0.9994142,0.00007049562,0.00031131436,0.000014798314,0.000019979369,0.00011808486,0.00001062485,0.000017618067,0.000022849319],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985994,0.00013423644,0.0004997552,0.00015387761,0.00041659205,0.00019610029],"domain_scores_gemma":[0.99932426,0.00003816803,0.000059350084,0.00029313657,0.00023968161,0.00004540358],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0016120325,0.00013059196,0.00028439998,0.00006686637,0.000020538,0.000030569852,0.00012352763,0.00008157894,0.005081412],"category_scores_gemma":[0.00012296879,0.00011611333,0.000028589666,0.00013224865,0.000021280017,0.0002571268,0.000041699714,0.000062164996,0.00017080529],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032475655,0.000014010917,0.00048294076,0.00011148799,0.0000014539778,6.790962e-8,0.00012423865,0.00084242254,0.99359494,0.000012669202,0.000033634464,0.0047496357],"study_design_scores_gemma":[0.0012423891,0.000053767544,0.051247206,0.00007433954,0.000013403857,7.963781e-7,0.000027677494,0.1143606,0.8326922,0.0000927617,0.00005625236,0.00013859573],"about_ca_topic_score_codex":0.000039243285,"about_ca_topic_score_gemma":0.000030092915,"teacher_disagreement_score":0.16090275,"about_ca_system_score_codex":0.000071993614,"about_ca_system_score_gemma":0.00003567109,"threshold_uncertainty_score":0.9958281},"labels":[],"label_agreement":null},{"id":"W4408606540","doi":"10.5006/mp2008_47_7-116","title":"Results of the 2008 NACE International Corrosion Career Survey","year":2008,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Metallurgy; Engineering; Materials science; Forensic engineering; Environmental science","score_opus":0.028681485697812797,"score_gpt":0.20673405560028288,"score_spread":0.1780525699024701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408606540","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99584967,0.000029093673,0.000021861926,0.000024648456,0.0027337582,0.00009091383,0.00018575885,0.0000606306,0.0010036734],"genre_scores_gemma":[0.9993176,0.00016882518,0.000026430962,0.000022176491,0.000055459568,0.0000053071835,0.00003487098,0.000010327277,0.00035903888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99928796,0.000038788123,0.00028120732,0.000099870726,0.00017956489,0.00011258873],"domain_scores_gemma":[0.99952465,0.000033181823,0.00004947819,0.0002836912,0.00008469438,0.000024297435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030200332,0.0000867539,0.00012597447,0.000022258988,0.000060315644,0.000010019151,0.00023829476,0.000047146437,0.000201388],"category_scores_gemma":[0.00007732371,0.00006204792,0.000027045766,0.00009049449,0.000060383354,0.000089229616,0.00007316757,0.00005253604,0.000038583687],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002716756,0.000014555082,0.0777266,0.00007470895,0.0000046637174,0.0000010223886,0.0004958062,0.0017038218,0.90469664,0.0000044105573,0.014523631,0.0004824737],"study_design_scores_gemma":[0.00026781246,0.000011512186,0.4875753,0.00002294036,0.000001275572,0.0000074712134,0.000004118245,0.0017555748,0.50741816,6.42895e-7,0.0028664344,0.00006875483],"about_ca_topic_score_codex":0.000089082925,"about_ca_topic_score_gemma":0.000046507597,"teacher_disagreement_score":0.4098487,"about_ca_system_score_codex":0.000032926724,"about_ca_system_score_gemma":0.000016126829,"threshold_uncertainty_score":0.25302407},"labels":[],"label_agreement":null},{"id":"W4408606945","doi":"10.2139/ssrn.5185749","title":"Damage-Based Assessment of Seismically Deficient Rc Columns Strengthened with Fe-Sma, Cfrp, and Uhpfrc","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"SMA*; Reinforced concrete; Structural engineering; Materials science; Composite material; Engineering; Computer science","score_opus":0.005834849397820228,"score_gpt":0.232165414317056,"score_spread":0.22633056491923578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408606945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.888305,0.0014841602,0.107534476,0.00028493628,0.00030660376,0.00041071218,0.0000725,0.00012326914,0.001478335],"genre_scores_gemma":[0.99681574,0.0012300237,0.0015533017,0.000050510534,0.000047246704,0.000023093628,0.000026747524,0.00003519904,0.0002181166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99716526,0.00013582801,0.00059235585,0.00038761503,0.0004412165,0.0012777146],"domain_scores_gemma":[0.99874854,0.00015592833,0.000213574,0.00050668715,0.00022266086,0.00015260394],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0012035195,0.0003886609,0.00059094664,0.00021826413,0.00010990874,0.00010002598,0.00039428816,0.00024504302,0.000044287954],"category_scores_gemma":[0.000046139878,0.00034746533,0.00017896891,0.00018880883,0.00009901794,0.000046419063,0.00018844893,0.0036358922,7.608499e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009031414,0.00069920404,0.06610585,0.0035933158,0.002012571,0.000045051733,0.00071479817,0.8038753,0.011719152,0.045587167,0.0005018253,0.064242594],"study_design_scores_gemma":[0.007480651,0.0020984,0.022843024,0.0022652487,0.0010949255,0.00022392276,0.0018744959,0.9299124,0.002690991,0.024607332,0.0025528783,0.0023557574],"about_ca_topic_score_codex":0.000081461505,"about_ca_topic_score_gemma":0.00083428685,"teacher_disagreement_score":0.12603705,"about_ca_system_score_codex":0.001371099,"about_ca_system_score_gemma":0.006182543,"threshold_uncertainty_score":0.9998977},"labels":[],"label_agreement":null},{"id":"W4408624012","doi":"10.5006/mp2005_44_7-20","title":"Corrosion of Cathodes in Anodic Protection Systems in Hot Concentrated Sulfuric Acid—Part 1: Conventional Cathodes","year":2005,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Catalyst Paper (Canada)","funders":"","keywords":"Sulfuric acid; Cathode; Corrosion; Anode; Metallurgy; Materials science; Chemistry; Electrode","score_opus":0.01914443620227574,"score_gpt":0.2147960273670004,"score_spread":0.19565159116472466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408624012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978512,0.00041382154,0.00022840334,0.00001046909,0.00079094124,0.0004790605,0.000035150384,0.000096148804,0.00009481461],"genre_scores_gemma":[0.9994554,0.00018432635,0.00008666015,0.0000068977274,0.00007065408,0.00011693742,0.000032396227,0.000015968584,0.000030774725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875873,0.0000960773,0.0005893614,0.00017650922,0.00014430714,0.000235018],"domain_scores_gemma":[0.99964505,0.000017351153,0.00008192905,0.00016930536,0.00004840668,0.000037959817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005822644,0.00014909855,0.00030150742,0.00012820805,0.000029006356,0.000032240867,0.000096630174,0.000105266845,0.00018416281],"category_scores_gemma":[0.00002621287,0.00014646743,0.000022933164,0.00024313199,0.000046797442,0.00024224201,0.000021486881,0.000096459706,0.000032857963],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013710167,0.00003000262,0.004442776,0.00046980396,9.2570514e-7,9.2788275e-7,0.00022359201,0.008752486,0.9851402,0.000020835265,0.000035675344,0.00074567023],"study_design_scores_gemma":[0.00078534416,0.000050613846,0.036952995,0.0003462795,0.000003475394,0.000009642352,0.000051107272,0.059734482,0.90124226,0.000002245527,0.0006436246,0.00017795246],"about_ca_topic_score_codex":0.0001029903,"about_ca_topic_score_gemma":0.00006237772,"teacher_disagreement_score":0.08389796,"about_ca_system_score_codex":0.00017421991,"about_ca_system_score_gemma":0.000037145317,"threshold_uncertainty_score":0.59727687},"labels":[],"label_agreement":null},{"id":"W4408626819","doi":"10.5006/mp2019_58_3-58","title":"Mitigating Concrete Deterioration with Stainless Steel Rebar","year":2019,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kingston Health Sciences Centre","funders":"","keywords":"Rebar; Materials science; Metallurgy; Forensic engineering; Engineering","score_opus":0.005090589000843942,"score_gpt":0.1741723080485207,"score_spread":0.16908171904767677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408626819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99774605,0.000021911352,0.000060559123,0.000011899107,0.00048341398,0.00026692977,0.000015189935,0.0002598873,0.0011341434],"genre_scores_gemma":[0.99914736,0.000019032328,0.0005249031,0.000044717563,0.00006094484,0.000025369689,0.00001953855,0.00002775717,0.00013035242],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992418,0.000022745697,0.00022805645,0.00015970788,0.00013251639,0.00021513422],"domain_scores_gemma":[0.9995767,0.000017575665,0.000042188327,0.00027013893,0.000045774996,0.000047605485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019767901,0.00014252675,0.00019640167,0.000029756331,0.0000512787,0.00008894121,0.00009630988,0.000054272525,0.0006275219],"category_scores_gemma":[0.0000062917075,0.00011916038,0.000015208163,0.00007840782,0.000026672933,0.00029174102,0.000025631021,0.00006226216,0.00024677586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004765266,5.0069804e-7,0.005072451,0.0003168194,0.000003702358,9.119804e-7,0.00020008639,0.0003440986,0.9929539,0.00002407115,0.000028845992,0.001006975],"study_design_scores_gemma":[0.0005961659,0.00013001011,0.028600888,0.0001608774,0.0000074576656,0.00000992675,0.00012905188,0.013847798,0.9547779,0.0000049929035,0.0014141314,0.00032079208],"about_ca_topic_score_codex":0.0000053121726,"about_ca_topic_score_gemma":0.000002465181,"teacher_disagreement_score":0.038175978,"about_ca_system_score_codex":0.000048054917,"about_ca_system_score_gemma":0.000016607737,"threshold_uncertainty_score":0.6870924},"labels":[],"label_agreement":null},{"id":"W4408626854","doi":"10.5006/mp2023_62_10-36","title":"Chloride-Induced Corrosion of Rebars at Various Temperatures","year":2023,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Materials science; Chloride; Metallurgy; Forensic engineering; Composite material; Engineering","score_opus":0.013647751311704582,"score_gpt":0.21390435543468891,"score_spread":0.20025660412298432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408626854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99698716,0.000022646886,0.0000036427625,0.000016473798,0.00195674,0.00014396802,0.000032804255,0.00049242435,0.0003441409],"genre_scores_gemma":[0.99931633,0.00018483287,0.000019268526,0.00002158455,0.00007438429,0.000021833761,0.00003766357,0.000026246073,0.00029783562],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991434,0.000016227494,0.00030638982,0.0001522123,0.00015467367,0.00022707913],"domain_scores_gemma":[0.9995316,0.000028670618,0.00003836523,0.0003139252,0.000036027344,0.00005137655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000251905,0.00013896133,0.00023606094,0.000077489865,0.00007716933,0.00002434467,0.00013655056,0.0000788837,0.00045002476],"category_scores_gemma":[0.000029290752,0.00012404512,0.000034730154,0.00023428361,0.000024110666,0.00009983295,0.00009197961,0.00006149153,0.00035126414],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000063384774,0.0000027492563,0.0011241356,0.00022418238,0.0000017865947,0.0000025051213,0.00017777692,0.00035524683,0.9967122,0.000010813602,0.0011055388,0.0002196946],"study_design_scores_gemma":[0.00020134679,0.000045189936,0.023895727,0.000051276682,0.0000045501533,0.000007129045,0.000013002753,0.002676472,0.97195584,0.0000066048083,0.0010025086,0.00014036833],"about_ca_topic_score_codex":0.000012047549,"about_ca_topic_score_gemma":0.0000045544425,"teacher_disagreement_score":0.02475636,"about_ca_system_score_codex":0.000054949516,"about_ca_system_score_gemma":0.000011404114,"threshold_uncertainty_score":0.5058413},"labels":[],"label_agreement":null},{"id":"W4408654953","doi":"10.5006/mp2019_58_6-52","title":"Phorgotten Phenomenon: Neighborhood—An Influential Factor for Material Damages","year":2019,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Damages; Phenomenon; Forensic engineering; Engineering; Political science; Law; Epistemology; Philosophy","score_opus":0.008680864471191567,"score_gpt":0.20711702966947165,"score_spread":0.19843616519828008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408654953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99389416,0.0000150562755,0.00008977658,0.000016466602,0.0039425073,0.00055121165,0.00046350472,0.00036859652,0.0006587173],"genre_scores_gemma":[0.9988192,0.000024674166,0.00020929326,0.000066228415,0.0004891269,0.00007305331,0.00010563273,0.00005359981,0.00015924442],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890584,0.000021812159,0.00033552453,0.00025091277,0.00012882147,0.00035710254],"domain_scores_gemma":[0.999377,0.000018408142,0.000044980803,0.00042091266,0.00004650718,0.000092191614],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00015444547,0.00022603569,0.00030504647,0.00005254286,0.0000690553,0.00017254731,0.00024186067,0.000104415725,0.0062814257],"category_scores_gemma":[0.00000804343,0.00020963987,0.000041914805,0.00005869861,0.000024582747,0.0004775347,0.000056151024,0.00005248259,0.00032215874],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018558445,0.000010525062,0.0013173159,0.00038068005,0.000009087152,2.5133338e-7,0.00025367073,0.00019829012,0.99345976,0.000038061047,0.00013194409,0.004014815],"study_design_scores_gemma":[0.0010453068,0.00026930546,0.027375717,0.00003304809,0.000013691254,0.000003086982,0.00003824908,0.006421021,0.9514301,0.000034952205,0.012857609,0.0004779502],"about_ca_topic_score_codex":0.0000054558573,"about_ca_topic_score_gemma":0.0000016638437,"teacher_disagreement_score":0.042029712,"about_ca_system_score_codex":0.000052446503,"about_ca_system_score_gemma":0.000017244683,"threshold_uncertainty_score":0.99462694},"labels":[],"label_agreement":null},{"id":"W4408655212","doi":"10.5006/mp2019_58_1-50","title":"Corrosion Damage Repairs to the Arvida Aluminum Bridge","year":2019,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Bridge (graph theory); Forensic engineering; Aluminium; Metallurgy; Materials science; Engineering; Medicine; Surgery","score_opus":0.008959971483187439,"score_gpt":0.19879823184530818,"score_spread":0.18983826036212073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408655212","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943188,0.000021185779,0.00007367477,0.00013612225,0.00275209,0.00038681188,0.000027461741,0.00031506797,0.0019687833],"genre_scores_gemma":[0.9987212,0.00003272658,0.000060200284,0.0003037601,0.00013509819,0.000033388475,0.000014408191,0.000025529685,0.0006737004],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99914926,0.000026977603,0.0002366904,0.00018687331,0.00015062848,0.00024958336],"domain_scores_gemma":[0.9992423,0.000025105808,0.000024115061,0.00061170344,0.000029655002,0.00006713328],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003702917,0.00014386752,0.0001761304,0.000032448545,0.000072155075,0.00007938777,0.00025194013,0.000052678828,0.0015097698],"category_scores_gemma":[0.00001973721,0.00010375048,0.000033596232,0.000107828564,0.00001748086,0.00014098936,0.00010290219,0.000075485405,0.003393694],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000565956,0.000005242285,0.0052455203,0.00019006203,0.0000020680086,0.0000010683209,0.0004808892,0.001749156,0.9795848,0.00003236622,0.010759632,0.0018925971],"study_design_scores_gemma":[0.00031577057,0.00011012276,0.21294355,0.000096377014,0.000007732218,0.000009014221,0.00004769858,0.013360229,0.6713288,0.0000057740795,0.101417124,0.0003578391],"about_ca_topic_score_codex":0.000018798699,"about_ca_topic_score_gemma":0.000009141095,"teacher_disagreement_score":0.30825603,"about_ca_system_score_codex":0.000047035475,"about_ca_system_score_gemma":0.000009816135,"threshold_uncertainty_score":0.999403},"labels":[],"label_agreement":null},{"id":"W4408664983","doi":"10.5006/mp2007_46_7-132","title":"Results of the 2007 NACE International Corrosion Career Survey","year":2007,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Metallurgy; Forensic engineering; Engineering; Materials science","score_opus":0.01908930171038213,"score_gpt":0.2234389194451311,"score_spread":0.20434961773474897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408664983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99245477,0.000022897104,0.0001419797,0.000017839395,0.004689851,0.00009565487,0.00012566011,0.000057702444,0.0023936492],"genre_scores_gemma":[0.99949276,0.000036507066,0.00003823544,0.000028822105,0.00009019796,0.0000020024147,0.000029416351,0.000010291825,0.00027174735],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921453,0.000025420646,0.00033361278,0.00009755052,0.00018415022,0.0001447182],"domain_scores_gemma":[0.99949807,0.000057268975,0.000055001394,0.0002699226,0.00009052579,0.000029223467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011382329,0.00008523333,0.000112831156,0.000028189805,0.00003593598,0.00001727813,0.00023595456,0.00005519519,0.00025316994],"category_scores_gemma":[0.000095383235,0.00006135734,0.000024846193,0.000093666444,0.00003882346,0.00007891264,0.00007198683,0.000056922057,0.00003543719],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037806723,0.000010751683,0.04316326,0.00007629713,0.000003632057,5.016414e-7,0.00025017993,0.0005892894,0.9483245,0.000010704708,0.005146964,0.0020458463],"study_design_scores_gemma":[0.00021573692,0.000009761357,0.44283524,0.000025345733,0.000001431128,0.0000015359045,0.000008498057,0.0006899959,0.55206376,0.0000010263185,0.0040885103,0.000059149777],"about_ca_topic_score_codex":0.00007710373,"about_ca_topic_score_gemma":0.00009332455,"teacher_disagreement_score":0.39967197,"about_ca_system_score_codex":0.00004554212,"about_ca_system_score_gemma":0.0000096537315,"threshold_uncertainty_score":0.27720332},"labels":[],"label_agreement":null},{"id":"W4409486131","doi":"10.5006/c2022-17819","title":"Effect of Environmental Parameters on Atmospheric Corrosion of Carbon Steel Infrastructures in Montreal, Qc, Canada: past, Current and Future Scenarios","year":2022,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Environmental science; Corrosion; Current (fluid); Engineering; Materials science; Metallurgy; Electrical engineering","score_opus":0.0025448731568431405,"score_gpt":0.173028403734246,"score_spread":0.17048353057740284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409486131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99843097,0.00067713816,0.000004361017,0.000013150852,0.0003858566,0.0002589703,0.00005957489,0.000015852818,0.00015410835],"genre_scores_gemma":[0.99982345,0.00008401667,0.000023870583,0.000011723207,0.000012524122,0.00001785577,0.000010500819,0.0000104377,0.0000056304616],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9991793,0.00008702498,0.00022119144,0.00015524532,0.00022575998,0.00013149706],"domain_scores_gemma":[0.99961907,0.000110123125,0.000041202016,0.00017141843,0.0000024904152,0.00005568631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009462789,0.00014330617,0.00024861822,0.000016505604,0.000023874916,0.0000026255714,0.00007459485,0.000028925238,0.00016146315],"category_scores_gemma":[0.0000060946118,0.00012140413,0.000034228997,0.00009565133,0.000028651328,0.000015744441,0.0000695018,0.00019747252,6.825979e-8],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080412306,0.000084836036,0.44845423,0.0006339702,0.000017090697,0.000013653628,0.0009555597,0.16471048,0.0751458,0.000011354735,0.0019615528,0.30720735],"study_design_scores_gemma":[0.0020503935,0.0011254349,0.8630287,0.000042377236,0.000032961234,0.000006411613,0.0007637285,0.11276029,0.018521043,0.000009175862,0.0013004212,0.00035903172],"about_ca_topic_score_codex":0.037886664,"about_ca_topic_score_gemma":0.0511616,"teacher_disagreement_score":0.4145745,"about_ca_system_score_codex":0.00023027243,"about_ca_system_score_gemma":0.000019968067,"threshold_uncertainty_score":0.9685201},"labels":[],"label_agreement":null},{"id":"W4409486341","doi":"10.5006/s2013-00062","title":"Keeping the Schedule: Climate Control Helps Keep the Charles-de-Gaulles Bridge Project on Schedule","year":2013,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Schedule; Bridge (graph theory); Computer science; Control (management); Operations research; Engineering; Operating system; Artificial intelligence","score_opus":0.015961742262554587,"score_gpt":0.22983595939817206,"score_spread":0.21387421713561747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409486341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9710689,0.0005476581,0.0040445956,0.004356857,0.0004292675,0.0015297575,0.000022515826,0.00079650496,0.017203936],"genre_scores_gemma":[0.9968711,0.00012272461,0.00016158748,0.0022098753,0.00016631944,0.00026870263,0.0000037152568,0.000039753002,0.00015620438],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985538,0.0001352505,0.00029354825,0.00024944203,0.00021843711,0.00054953835],"domain_scores_gemma":[0.9987086,0.00041194496,0.000039922434,0.0006831942,0.00007062876,0.0000857081],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006695395,0.00023961347,0.00022725986,0.000047240075,0.00029460434,0.0002504603,0.0004023882,0.00009388603,0.00072788546],"category_scores_gemma":[0.00017707741,0.00012917034,0.00014851715,0.00018512094,0.000100764395,0.00014057041,0.000074284886,0.00040894284,0.00080673344],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006501034,0.00056547613,0.053087525,0.001601301,0.0008317349,0.00005401765,0.0101916175,0.027079208,0.33519796,0.09375153,0.11667919,0.36031035],"study_design_scores_gemma":[0.0026343255,0.00020769073,0.07214032,0.00018275756,0.00008376081,0.000058298338,0.0021060219,0.8716744,0.014129415,0.00049266615,0.03524188,0.0010484713],"about_ca_topic_score_codex":0.00015777956,"about_ca_topic_score_gemma":0.00005252025,"teacher_disagreement_score":0.8445952,"about_ca_system_score_codex":0.000076216595,"about_ca_system_score_gemma":0.000036614332,"threshold_uncertainty_score":0.9999713},"labels":[],"label_agreement":null},{"id":"W4409498289","doi":"10.5006/c2022-17953","title":"Prediction of Atmospheric Corrosion of Carbon Steel Bridge Components in a Changing Climate","year":2022,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Bridge (graph theory); Carbon steel; Materials science; Environmental science; Metallurgy","score_opus":0.02618055317123476,"score_gpt":0.20711664094490947,"score_spread":0.1809360877736747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409498289","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99692905,0.00008701642,0.00042482966,0.000005601105,0.0003352907,0.00016514877,0.000039696104,0.00009284029,0.0019205257],"genre_scores_gemma":[0.999795,0.000027146303,0.00008992071,0.0000071253603,0.000005846389,0.000018743738,0.00001662119,0.000011322592,0.000028233664],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992442,0.000035610796,0.00028527746,0.00010212224,0.00016619367,0.0001665655],"domain_scores_gemma":[0.9997363,0.00002851324,0.000040005092,0.0001539474,0.000016281625,0.00002492046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025568478,0.00007055853,0.00016799824,0.000049751252,0.000026483558,0.0000018446128,0.00007192476,0.000022102793,0.0001573989],"category_scores_gemma":[0.000008029532,0.00007652141,0.00004095066,0.00047468528,0.0000130146855,0.000031173364,0.00012722486,0.000097050266,5.165551e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000088218694,0.00006987038,0.226226,0.0002958328,0.0000032814205,0.0000023391417,0.0012595793,0.044197135,0.72575235,0.0001311718,0.00004304883,0.0019311529],"study_design_scores_gemma":[0.0005368386,0.00007497567,0.20426756,0.000031241045,0.000005674399,0.0000024602577,0.00039199067,0.7851959,0.009286222,0.0000062176364,0.00012807813,0.000072855604],"about_ca_topic_score_codex":0.000100573525,"about_ca_topic_score_gemma":0.000015243943,"teacher_disagreement_score":0.74099874,"about_ca_system_score_codex":0.00009006977,"about_ca_system_score_gemma":0.0000061679507,"threshold_uncertainty_score":0.31204528},"labels":[],"label_agreement":null},{"id":"W4409499421","doi":"10.5006/mecc2023-20192","title":"Galvanic Corrosion Protection of Reinforced Concrete Structures","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Galvanic cell; Galvanic corrosion; Reinforced concrete; Galvanic anode; Materials science; Cathodic protection; Metallurgy; Forensic engineering; Composite material; Engineering; Electrochemistry; Electrode; Physics","score_opus":0.018289437362503706,"score_gpt":0.22282366019740366,"score_spread":0.20453422283489994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409499421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98646325,0.00001664676,0.007369366,0.000027833043,0.00044249982,0.00026928703,0.0000051417483,0.0010754771,0.004330513],"genre_scores_gemma":[0.9991595,0.000019762521,0.00009452762,0.0000145793665,0.000021043159,0.000012582813,0.000008740732,0.000012904178,0.0006563184],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994505,0.000012469159,0.00019230804,0.00009700891,0.00012099505,0.00012674168],"domain_scores_gemma":[0.9996695,0.00003144745,0.000020976211,0.00019647238,0.000038543225,0.000043074684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000105893036,0.00008255211,0.000120712306,0.00007441043,0.000027804057,0.000008776029,0.000066602894,0.00006521612,0.00051100476],"category_scores_gemma":[0.00006560105,0.00007116818,0.000053911972,0.0002996581,0.000023563494,0.00006157233,0.000026871396,0.000085328655,0.00007699381],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016033016,6.642011e-8,0.000066869754,0.000080669095,0.000001808891,5.5253344e-7,0.00009007421,0.003713132,0.99160236,0.00084869564,0.0014472471,0.0021325145],"study_design_scores_gemma":[0.0003182174,0.000058250487,0.0028517337,0.000018679772,0.0000057327516,0.0000029600671,0.000119099335,0.41868195,0.57579136,0.0002117575,0.0017904572,0.0001497739],"about_ca_topic_score_codex":0.000020687372,"about_ca_topic_score_gemma":0.0000039237725,"teacher_disagreement_score":0.41581094,"about_ca_system_score_codex":0.000022092623,"about_ca_system_score_gemma":0.000008458653,"threshold_uncertainty_score":0.5595144},"labels":[],"label_agreement":null},{"id":"W4409500520","doi":"10.5006/c2024-21057","title":"An Insight to the RBI of Corrosion under Insulation (CUI) and Corrosion under Fireproofing (CUF)","year":2024,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Suncor Energy (Canada)","funders":"","keywords":"Fireproofing; Corrosion; Materials science; Metallurgy; Forensic engineering; Engineering; Composite material","score_opus":0.017758585028660265,"score_gpt":0.2511012469483668,"score_spread":0.2333426619197065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409500520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8388988,0.0007686903,0.15692917,0.0005251229,0.00066450465,0.00030313322,0.0000066512744,0.00039630005,0.0015076749],"genre_scores_gemma":[0.99914247,0.000064706226,0.0002521954,0.0002541058,0.000051548606,0.00001115191,0.000011133928,0.000027848715,0.0001848541],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999075,0.000041419313,0.0002679888,0.000280082,0.00018324553,0.00015225373],"domain_scores_gemma":[0.9993132,0.00014144875,0.000015871288,0.0003778479,0.000048499543,0.000103165046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024888478,0.00014858345,0.00014796742,0.00009405778,0.0000845263,0.00009570345,0.00010501478,0.00009150182,0.0001998864],"category_scores_gemma":[0.000028131602,0.0001014892,0.000044563218,0.00033830784,0.00003535394,0.00022185242,0.00006775655,0.00014743055,0.00003384909],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003743424,0.000022172606,0.0017711201,0.0001803338,0.0000042968554,0.0000015925904,0.0019520647,0.041837543,0.916539,0.0067692935,0.0010058172,0.029879306],"study_design_scores_gemma":[0.0002867319,0.00016411663,0.054304764,0.00020536776,0.000032415584,0.000011473577,0.00061039004,0.88152534,0.054320533,0.001470628,0.0067199348,0.00034832678],"about_ca_topic_score_codex":0.00004894536,"about_ca_topic_score_gemma":0.00014046986,"teacher_disagreement_score":0.8622185,"about_ca_system_score_codex":0.00006229527,"about_ca_system_score_gemma":0.000020098854,"threshold_uncertainty_score":0.41386095},"labels":[],"label_agreement":null},{"id":"W4409501345","doi":"10.5006/c2023-19214","title":"Performance of Distributed Galvanic Anode Systems in Bridge Structures","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Anode; Bridge (graph theory); Galvanic cell; Computer science; Half bridge; Galvanic anode; Electrical engineering; Materials science; Engineering; Cathodic protection; Voltage; Electrode; Capacitor; Metallurgy; Chemistry","score_opus":0.016365846163300123,"score_gpt":0.222459807532485,"score_spread":0.2060939613691849,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409501345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99848115,0.00006595579,0.00017297419,0.0000084689445,0.00023197198,0.00008398269,0.00003285485,0.000275045,0.0006475739],"genre_scores_gemma":[0.9998644,0.000040049763,0.000007843686,0.0000029772432,0.000010769568,0.000005106902,0.000025830497,0.0000071191494,0.00003591337],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99953204,0.00000975591,0.00017645903,0.000075716525,0.00007927307,0.00012677067],"domain_scores_gemma":[0.9997567,0.000032323722,0.000010243066,0.00015725006,0.000015997155,0.000027471555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009073261,0.000058817866,0.00012076041,0.000056311612,0.000008888826,0.0000069129555,0.00007283167,0.000035435653,0.000057531714],"category_scores_gemma":[0.000021226604,0.000053980275,0.000021970951,0.0003278138,0.000012173432,0.00004345964,0.000021551727,0.000059632013,0.000024779054],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053482505,0.000013318835,0.45791987,0.0019215734,0.000019204394,0.00001197047,0.00046778197,0.34407613,0.17297299,0.0012470995,0.011531752,0.009764846],"study_design_scores_gemma":[0.00011451343,0.000008228218,0.5547062,0.000015355427,0.0000010819025,0.0000010212584,0.000030018902,0.44159704,0.0031440093,0.0000075029484,0.00031864934,0.000056366443],"about_ca_topic_score_codex":0.000068768815,"about_ca_topic_score_gemma":0.0000297423,"teacher_disagreement_score":0.16982898,"about_ca_system_score_codex":0.000029546918,"about_ca_system_score_gemma":0.0000068461,"threshold_uncertainty_score":0.22012517},"labels":[],"label_agreement":null},{"id":"W4409501962","doi":"10.5006/c2022-18146","title":"Life-Cycle Cost Evaluation of Corrosion Mitigation Strategies in the Mining Industry","year":2022,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Corrosion; Mining industry; Life-cycle cost analysis; Life-cycle assessment; Product life-cycle management; Computer science; Environmental science; Risk analysis (engineering); Business; Engineering; Production (economics); Mining engineering; Materials science; Metallurgy; Economics","score_opus":0.03770885980322716,"score_gpt":0.2814985693433525,"score_spread":0.24378970954012533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409501962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98952985,0.000067945206,0.00035498256,0.00014452716,0.00016300901,0.0002773383,0.0000052491982,0.00004384179,0.009413235],"genre_scores_gemma":[0.99973345,0.0000020307405,0.000040067385,0.00009027868,0.000012119757,0.00009046885,0.000016122962,0.00000522298,0.000010256218],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991057,0.00017341219,0.00018718341,0.00007952418,0.00037443542,0.000079728045],"domain_scores_gemma":[0.9996538,0.00010514619,0.000026317388,0.00014861117,0.00004122161,0.000024908051],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0011668871,0.000053944274,0.000069572896,0.000049096365,0.000056860983,0.000018257504,0.000101241334,0.00004442435,0.0012236509],"category_scores_gemma":[0.00013877191,0.00004507656,0.00002206725,0.0002490794,0.000016296446,0.0001019692,0.000028643071,0.00022329172,0.0000017117717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021183532,0.000040249146,0.015706098,0.000039796567,0.0000025182865,7.450703e-7,0.005823241,0.92451835,0.030430337,0.0011149484,0.0028444268,0.019458082],"study_design_scores_gemma":[0.0005338992,0.000036424823,0.04610095,0.0000114509185,0.0000143469915,0.0000022786824,0.041992687,0.9085201,0.001848165,0.0004802065,0.0003605206,0.000098966164],"about_ca_topic_score_codex":0.00002857554,"about_ca_topic_score_gemma":0.000068049296,"teacher_disagreement_score":0.036169443,"about_ca_system_score_codex":0.00007793602,"about_ca_system_score_gemma":0.00009228206,"threshold_uncertainty_score":0.99968934},"labels":[],"label_agreement":null},{"id":"W4409502037","doi":"10.5006/c2023-18920","title":"Chloride-induced Corrosion of Reinforcing Steels Used in Concrete Structures at Various Temperatures","year":2023,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Materials science; Chloride; Metallurgy; Reinforced concrete; Composite material","score_opus":0.018646956933698833,"score_gpt":0.23896610666470866,"score_spread":0.22031914973100983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409502037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970437,0.000036340247,0.00006953876,0.000021289667,0.00059676694,0.0002544556,0.0000113599735,0.00054448156,0.0014220473],"genre_scores_gemma":[0.9993399,0.000027319156,0.00004900382,0.000033841967,0.000029044482,0.000011623237,0.000024094767,0.000028465925,0.00045673124],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987892,0.000027964612,0.000434381,0.00022028675,0.00023225749,0.00029591616],"domain_scores_gemma":[0.9992528,0.00021209527,0.000040078052,0.00036337454,0.000043536835,0.000088125285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023814962,0.00018987003,0.00033075994,0.00020210541,0.000049954706,0.000024361361,0.00015688887,0.00013710826,0.00030707635],"category_scores_gemma":[0.000129924,0.00016637656,0.00008214884,0.000548455,0.000028449847,0.00010520669,0.00010731531,0.00020808977,0.000035512076],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057682002,5.464102e-7,0.007450912,0.000102823564,0.0000036800948,0.000015122535,0.00065612537,0.0052909907,0.98520696,0.0005644134,0.00047548686,0.00017524856],"study_design_scores_gemma":[0.0008617693,0.000066402696,0.023978515,0.000056775534,0.0000069443868,0.0000076060783,0.0002654917,0.042184215,0.93189555,0.00010956068,0.0002904135,0.00027677647],"about_ca_topic_score_codex":0.00013706907,"about_ca_topic_score_gemma":0.0002316999,"teacher_disagreement_score":0.053311437,"about_ca_system_score_codex":0.00011393066,"about_ca_system_score_gemma":0.000026261669,"threshold_uncertainty_score":0.6784639},"labels":[],"label_agreement":null},{"id":"W4409503087","doi":"10.5006/c2019-13085","title":"Galvanic Cathodic Protection of Corroded Reinforced Concrete Structures","year":2019,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"RTDS Technologies (Canada)","funders":"","keywords":"Cathodic protection; Galvanic anode; Galvanic cell; Materials science; Galvanic corrosion; Reinforced concrete; Corrosion; Metallurgy; Composite material; Electrochemistry; Electrode; Chemistry","score_opus":0.00923353834983757,"score_gpt":0.1937206306800415,"score_spread":0.18448709233020394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409503087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98076504,0.000036389294,0.0067044552,0.0000105724,0.0004149618,0.0004022016,0.0000032744304,0.00028009014,0.011382989],"genre_scores_gemma":[0.9987662,0.000005803569,0.00036633218,0.000024493918,0.000015152249,0.000008334297,0.0000038461717,0.000012885772,0.00079695025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994205,0.000016933542,0.00020885358,0.00011688456,0.00011360661,0.00012321731],"domain_scores_gemma":[0.9995671,0.000022056194,0.000030272971,0.0002899526,0.00004626618,0.00004437595],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000095386255,0.000097607954,0.0001657317,0.000044748984,0.000014004408,0.000009017668,0.000080149075,0.00007267792,0.0016599747],"category_scores_gemma":[0.000039858027,0.00008430565,0.00005932849,0.00011057241,0.000020425356,0.00006967244,0.00001872268,0.00010784168,0.00007681284],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019127008,1.2330933e-7,0.0002410983,0.000115068804,0.0000031980715,1.828501e-7,0.00011527324,0.0023854899,0.99479955,0.0011795472,0.00015233262,0.0009889858],"study_design_scores_gemma":[0.00073387055,0.000119953605,0.0035810077,0.000023682413,0.000011237876,0.000007938031,0.00013421472,0.27508524,0.71876335,0.00014209964,0.0011409293,0.0002564557],"about_ca_topic_score_codex":0.00004905316,"about_ca_topic_score_gemma":0.000004791862,"teacher_disagreement_score":0.2760362,"about_ca_system_score_codex":0.000031900247,"about_ca_system_score_gemma":0.000015235441,"threshold_uncertainty_score":0.9992526},"labels":[],"label_agreement":null},{"id":"W4409571181","doi":"10.1016/j.rcns.2025.03.003","title":"Life-cycle thinking and performance-based design of bridges: A state-of-the-art review","year":2025,"lang":"en","type":"review","venue":"Resilient Cities and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; University of Windsor; University of British Columbia, Okanagan Campus","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"State (computer science); Architectural engineering; Cognitive science; Engineering; Computer science; Psychology; Programming language","score_opus":0.017599394770080053,"score_gpt":0.2465576325556553,"score_spread":0.22895823778557525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409571181","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.001078891,0.9973832,0.00037585152,0.000012300934,0.00019021666,0.0007123042,0.00007515195,0.00003351132,0.00013861674],"genre_scores_gemma":[0.0021816802,0.9974666,0.00015618498,0.00006311734,0.00001287071,0.000022122276,0.0000098470455,0.000016529682,0.000071026836],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99875677,0.00011873297,0.0005664161,0.00020026864,0.00020015756,0.00015767377],"domain_scores_gemma":[0.99905187,0.00033195,0.00015437297,0.00034854776,0.000043072712,0.00007016671],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021707543,0.00027840916,0.0011133165,0.0000866778,0.00007304327,0.000022179096,0.00019451871,0.00009373557,0.00003200397],"category_scores_gemma":[0.00017747786,0.00018127273,0.0001892771,0.00016225564,0.00014377772,0.000032349144,0.00009027728,0.00020502837,2.1275812e-7],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009655445,0.0000018873337,0.000066592,0.33021218,0.000035873672,3.52886e-7,0.00007503804,0.0010577666,0.0000010830402,0.00007490341,0.0015720853,0.6668926],"study_design_scores_gemma":[0.00060213124,0.00020230147,0.0013332977,0.33604035,0.0014770795,0.000021865695,0.00007129334,0.008520204,0.00014377804,0.0008054407,0.649688,0.0010942178],"about_ca_topic_score_codex":0.000006309048,"about_ca_topic_score_gemma":0.0000025490378,"teacher_disagreement_score":0.66579837,"about_ca_system_score_codex":0.000027420396,"about_ca_system_score_gemma":0.0002000754,"threshold_uncertainty_score":0.73920876},"labels":[],"label_agreement":null},{"id":"W4409705693","doi":"10.1080/15732479.2025.2494252","title":"Review of seismic evaluation frameworks for highway bridges based on life cycle concepts","year":2025,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; University of Windsor","funders":"","keywords":"Construction engineering; Engineering; Civil engineering; Forensic engineering; Transport engineering; Computer science","score_opus":0.004722092180011456,"score_gpt":0.25055018288335756,"score_spread":0.2458280907033461,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409705693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4807644,0.054134935,0.45470896,0.00085430196,0.004452287,0.0028355615,0.0004816434,0.00072885,0.0010390612],"genre_scores_gemma":[0.99552643,0.0005502299,0.0023287307,0.0013737228,0.00009584112,0.00003537158,0.000061622646,0.000024689505,0.0000033460356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990276,0.000021418951,0.0003437926,0.00023886024,0.00016973521,0.0001985822],"domain_scores_gemma":[0.9992203,0.00020424402,0.000047628124,0.00030767178,0.00013706236,0.00008305676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017838791,0.00024888865,0.00037665942,0.0001277039,0.000042113832,0.000020136515,0.0001228343,0.0002165965,0.00012418875],"category_scores_gemma":[0.0005516452,0.00022511753,0.00009251722,0.00023395872,0.000033661592,0.00006876887,0.00002049735,0.00037982664,2.331896e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024162082,0.0000022590993,0.00032532588,0.008906195,0.000035484274,1.8021073e-7,0.000057544246,0.93909043,0.0041362084,0.0008143897,0.005166332,0.041441474],"study_design_scores_gemma":[0.0005799991,0.000033282555,0.009639542,0.0029217743,0.00008082427,0.0000010655399,0.000011519937,0.971745,0.005222977,0.0006585828,0.008881437,0.00022397107],"about_ca_topic_score_codex":0.0000022030572,"about_ca_topic_score_gemma":9.063558e-7,"teacher_disagreement_score":0.51476204,"about_ca_system_score_codex":0.000067157715,"about_ca_system_score_gemma":0.00006344407,"threshold_uncertainty_score":0.91800267},"labels":[],"label_agreement":null},{"id":"W4410111225","doi":"10.70803/001c.137725","title":"Corrosion-Based Service Life Analysis For Adhered Masonry Cladding Systems in Canada","year":2019,"lang":"en","type":"article","venue":"The Masonry Society Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Cladding (metalworking); Service life; Masonry; Service (business); Materials science; Forensic engineering; Engineering; Business; Metallurgy; Structural engineering; Composite material; Marketing","score_opus":0.014457443621977758,"score_gpt":0.20579925265534768,"score_spread":0.19134180903336992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410111225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98798937,0.0010381661,0.007962854,0.0009467943,0.001381546,0.00042522812,0.000059213424,0.000065141474,0.0001316801],"genre_scores_gemma":[0.998245,0.00004413495,0.00026119017,0.0011574363,0.00013548462,0.000023218665,0.000013342928,0.00003215706,0.00008803694],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984056,0.000104176885,0.0004877434,0.00019105477,0.00037123307,0.0004402334],"domain_scores_gemma":[0.99857247,0.0005680888,0.0001263993,0.00037744793,0.00014624068,0.0002093388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009520595,0.0002101871,0.00042782794,0.0000489243,0.00017988283,0.00012307771,0.000389492,0.00010050084,0.00035106647],"category_scores_gemma":[0.000059332284,0.00016101959,0.00039978512,0.0007554832,0.000014808608,0.000093716284,0.000034565084,0.00053872465,0.000012179544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005477114,0.0000074021664,0.095244884,0.00022064766,0.00016820716,0.0000024267904,0.0008238532,0.88900083,0.0033127707,0.000012104638,0.010950917,0.0002011618],"study_design_scores_gemma":[0.000869449,0.000015579164,0.016733924,0.00007064774,0.00013948175,0.0000067378587,0.0051569846,0.97278684,0.00010087272,0.0000062424547,0.0038857153,0.00022753658],"about_ca_topic_score_codex":0.055914667,"about_ca_topic_score_gemma":0.12067135,"teacher_disagreement_score":0.08378597,"about_ca_system_score_codex":0.00095570495,"about_ca_system_score_gemma":0.0007572537,"threshold_uncertainty_score":0.9503721},"labels":[],"label_agreement":null},{"id":"W4410291744","doi":"10.1016/j.cscm.2025.e04766","title":"Bridge service life and impact of maintenance events on the structural state index","year":2025,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université du Québec à Rimouski; Bureau de Coopération Interuniversitaire; Université Laval","funders":"Fonds de recherche du Québec – Nature et technologies; Islamic Development Bank","keywords":"Bridge (graph theory); Index (typography); Structural engineering; Service life; Service (business); Forensic engineering; State (computer science); Engineering; Business; Computer science; Reliability engineering; Marketing","score_opus":0.02828188470394909,"score_gpt":0.31216292465152046,"score_spread":0.28388103994757136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410291744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99805313,0.00015630122,0.000042666656,0.000092234666,0.0012004742,0.00021954019,0.00012037825,0.00003791462,0.0000773577],"genre_scores_gemma":[0.9997087,0.00015020763,0.000023214292,0.00006951645,0.000018121214,0.000015611318,0.0000011505092,0.0000058516703,0.0000076067354],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992961,0.000076386226,0.00031306362,0.00012989572,0.000056502995,0.00012802094],"domain_scores_gemma":[0.9994723,0.00017718838,0.000052424268,0.00018137014,0.00009168625,0.000024981819],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021322451,0.00012760404,0.00026313483,0.000066900786,0.000056966266,0.000014138163,0.00005102544,0.000033010223,0.000057593887],"category_scores_gemma":[0.00025065793,0.000085250496,0.000028571787,0.00018210904,0.00015706861,0.000051154024,0.00007181096,0.00006895653,0.0000013170022],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037619686,0.000062130035,0.5222426,0.009198551,0.0027473897,0.0007935932,0.015749367,0.035249244,0.32306647,0.010678667,0.008705016,0.067744985],"study_design_scores_gemma":[0.0051156464,0.00021263152,0.8896201,0.0014857657,0.00010337706,0.0021880777,0.009821968,0.0119140465,0.061326243,0.016967643,0.00018303232,0.0010614442],"about_ca_topic_score_codex":0.00009884677,"about_ca_topic_score_gemma":0.00004914648,"teacher_disagreement_score":0.36737752,"about_ca_system_score_codex":0.000088882596,"about_ca_system_score_gemma":0.000023868126,"threshold_uncertainty_score":0.34764144},"labels":[],"label_agreement":null},{"id":"W4410367703","doi":"10.3390/jcs9050242","title":"Influence of Various Crack Widths in RC Bridge Decks on the Initiation of Chloride-Induced Corrosion","year":2025,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Bridge (graph theory); Corrosion; Chloride; Materials science; Structural engineering; Reinforced concrete; Composite material; Forensic engineering; Engineering; Metallurgy","score_opus":0.014434290723722924,"score_gpt":0.26137272692290503,"score_spread":0.2469384361991821,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410367703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970975,0.00005425104,0.001442227,0.00016258776,0.00027335028,0.00009569357,0.0000014366806,0.000008306597,0.0008646512],"genre_scores_gemma":[0.99975145,0.000025687345,0.00010527482,0.0001012674,0.000009484752,8.6027694e-7,1.1179798e-7,0.000002952619,0.0000029380196],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99878675,0.00003980151,0.0005586374,0.000089195615,0.000398834,0.00012677858],"domain_scores_gemma":[0.998708,0.0004560036,0.00021888019,0.00020970542,0.00036282997,0.000044568496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010397272,0.000081490645,0.00020874804,0.0003011923,0.00005573763,0.00002656032,0.00045918714,0.00003453893,0.000008493821],"category_scores_gemma":[0.00059463695,0.000058605823,0.00005595768,0.0009917304,0.00016099999,0.00028201943,0.000056682715,0.0002324035,0.0000015766996],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006485135,0.00002825647,0.019500304,0.00002846771,0.0000013302639,0.0000022554966,0.00037562044,0.04715968,0.93195033,0.00040244375,0.000036960857,0.00044949132],"study_design_scores_gemma":[0.00022191643,0.00009915196,0.39843264,0.00032294844,0.000005894459,0.000007948714,0.000028127033,0.024722852,0.5757692,0.000330136,0.000011786461,0.000047441667],"about_ca_topic_score_codex":0.000019604196,"about_ca_topic_score_gemma":0.000010198227,"teacher_disagreement_score":0.37893233,"about_ca_system_score_codex":0.000111681016,"about_ca_system_score_gemma":0.00016803069,"threshold_uncertainty_score":0.23898761},"labels":[],"label_agreement":null},{"id":"W4410475036","doi":"10.1016/j.istruc.2025.109214","title":"Insights into two triethanolamine-derived corrosion inhibitors on the bonding behavior of corroded rebars in concrete","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Higher Education Discipline Innovation Project; National Natural Science Foundation of China","keywords":"Triethanolamine; Corrosion; Materials science; Composite material; Structural engineering; Metallurgy; Engineering; Chemistry; Organic chemistry","score_opus":0.009506039565091622,"score_gpt":0.24697950099217725,"score_spread":0.2374734614270856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410475036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99660724,0.00028366063,0.00009663475,0.00010133379,0.0010939484,0.00042971928,0.0000059654903,0.00011683887,0.0012646373],"genre_scores_gemma":[0.9996296,0.000019074909,0.000079623336,0.00012402101,0.000029209055,0.000036733967,0.000009190383,0.00001837907,0.000054175518],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988954,0.00008707752,0.00040830567,0.00023891723,0.00018711336,0.00018319106],"domain_scores_gemma":[0.9992133,0.00022552938,0.000059152037,0.00041064527,0.00004797884,0.000043422475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011989142,0.00021044847,0.00030515328,0.00020799649,0.00007932245,0.000024307403,0.00022683339,0.000119664044,0.000057119876],"category_scores_gemma":[0.0002184471,0.00015137097,0.00009314868,0.00045707042,0.00012602619,0.000058482154,0.00007354962,0.00033130342,0.0000021009655],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057985286,0.0000024516144,0.0038618837,0.000052068557,0.0000037363666,0.000003869968,0.0011035264,0.00027143792,0.98691595,0.0056068683,0.00054999406,0.0015702565],"study_design_scores_gemma":[0.0009253951,0.000052434058,0.040930595,0.00015690054,0.000023743234,9.2357106e-7,0.00052056235,0.0019266711,0.95208913,0.0025610754,0.00060610485,0.00020646535],"about_ca_topic_score_codex":0.000108873995,"about_ca_topic_score_gemma":0.00012745985,"teacher_disagreement_score":0.03706871,"about_ca_system_score_codex":0.00011290796,"about_ca_system_score_gemma":0.000036473222,"threshold_uncertainty_score":0.6172729},"labels":[],"label_agreement":null},{"id":"W4411227367","doi":"10.1016/j.rcns.2025.05.001","title":"Hybrid machine learning-enabled multivariate bridge-specific seismic vulnerability and resilience assessment of UHPC bridges","year":2025,"lang":"en","type":"article","venue":"Resilient Cities and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Mitacs","keywords":"Bridge (graph theory); Resilience (materials science); Vulnerability (computing); Multivariate statistics; Vulnerability assessment; Computer science; Engineering; Forensic engineering; Environmental science; Structural engineering; Psychological resilience; Materials science; Machine learning; Psychology; Composite material; Computer security; Medicine","score_opus":0.009616032465563392,"score_gpt":0.2525795306295134,"score_spread":0.24296349816395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411227367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98797077,0.0039062514,0.0062634107,0.00010615079,0.00027341317,0.0002598809,0.00008738359,0.00013558898,0.00099713],"genre_scores_gemma":[0.9979367,0.0013358027,0.00035586645,0.00003623358,0.000022594111,0.00001002137,0.000017292441,0.0000136634035,0.0002717767],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99859357,0.00012663793,0.00041122167,0.00039726548,0.00020041033,0.00027088032],"domain_scores_gemma":[0.9991931,0.00025152485,0.00006062013,0.00032647877,0.000073466086,0.00009486338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027772697,0.00024829654,0.00040627862,0.00012748137,0.00020043677,0.000079227255,0.00013473125,0.00007080907,0.00007364319],"category_scores_gemma":[0.00008438047,0.00021638788,0.00006500145,0.00011876983,0.00034447788,0.000091889146,0.00013621694,0.0003262361,2.6597834e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005945682,0.00008821816,0.53291607,0.0044362247,0.00021392317,0.0000303521,0.0023131124,0.18659782,0.107838094,0.039527353,0.0041452073,0.12129905],"study_design_scores_gemma":[0.00066185126,0.00006697739,0.78557473,0.000073551084,0.000020869293,0.000009420957,0.00022847408,0.19684155,0.008961039,0.0029753598,0.004342455,0.00024371369],"about_ca_topic_score_codex":0.00028822492,"about_ca_topic_score_gemma":0.000035361747,"teacher_disagreement_score":0.25265867,"about_ca_system_score_codex":0.0000670847,"about_ca_system_score_gemma":0.00003611015,"threshold_uncertainty_score":0.88240415},"labels":[],"label_agreement":null},{"id":"W4411228517","doi":"10.1139/cgj-2025-0217","title":"Load transfer mechanism of corroded rockbolt-grouted structures under low strain rate: experimental and theoretical analysis","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Zhongyuan University of Technology; National Natural Science Foundation of China; National Science Foundation","keywords":"Geotechnical engineering; Mechanism (biology); Strain rate; Structural engineering; Failure mechanism; Geology; Materials science; Forensic engineering; Engineering; Composite material","score_opus":0.005380971066260448,"score_gpt":0.21470756660422777,"score_spread":0.2093265955379673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411228517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7654529,0.000492328,0.23266862,0.00045830465,0.00024202873,0.00016088299,0.000103930906,0.00007396483,0.000346999],"genre_scores_gemma":[0.9994658,0.000026506646,0.00013147907,0.0003118698,0.00002236972,0.0000035202947,0.0000067677875,0.00001352877,0.000018148356],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988045,0.00008168119,0.00040282356,0.0001983069,0.0001768134,0.00033586708],"domain_scores_gemma":[0.99907315,0.00006797339,0.000017859775,0.00022960185,0.00007574659,0.0005356655],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00032736256,0.00018482048,0.0003667735,0.00033587293,0.00010882679,0.00006485417,0.00020848641,0.00023432818,0.001160912],"category_scores_gemma":[0.00006585897,0.00016855408,0.00019197311,0.00048399955,0.00020832098,0.0000576651,0.000021136551,0.0005036158,0.000001048313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001337117,0.00004225113,0.00019263342,0.000084980915,0.00071423536,0.00010749316,0.00043444877,0.047115605,0.44175673,0.5031677,0.0007119021,0.0055383365],"study_design_scores_gemma":[0.004379334,0.0003316717,0.03188358,0.00022215999,0.0015234251,0.0002730202,0.0025094026,0.65008426,0.18069626,0.1257659,0.00079028535,0.0015407106],"about_ca_topic_score_codex":0.0006845614,"about_ca_topic_score_gemma":0.0023921577,"teacher_disagreement_score":0.60296863,"about_ca_system_score_codex":0.00033044696,"about_ca_system_score_gemma":0.00032162198,"threshold_uncertainty_score":0.99975216},"labels":[],"label_agreement":null},{"id":"W4411363848","doi":"10.1139/cjce-2024-0239","title":"Experimental investigation of corroded steel H-pile repaired with ultrahigh-performance concrete (UHPC) under eccentric axial compression loads","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Mid-America Transportation Center, University of Nebraska-Lincoln; Missouri Department of Transportation","keywords":"Structural engineering; Pile; Materials science; Compression (physics); Eccentric; Composite material; Engineering","score_opus":0.008277554488650411,"score_gpt":0.18353084993715763,"score_spread":0.1752532954485072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411363848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98963314,0.00142326,0.0070101293,0.000035587105,0.0010464977,0.00013176391,0.000009561712,0.000055641285,0.00065441435],"genre_scores_gemma":[0.9995236,0.00002423336,0.00028191876,0.00003664167,0.00006759064,0.0000035240264,0.000005504355,0.000023966975,0.00003302351],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99892646,0.00002196919,0.00047830385,0.00011959549,0.00018027982,0.00027339143],"domain_scores_gemma":[0.9991373,0.000056730638,0.00010124299,0.00020029071,0.00013892651,0.0003655085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017332494,0.0001855492,0.00031959917,0.0003876185,0.000057969515,0.000030841,0.00018718389,0.00009085596,0.00010966429],"category_scores_gemma":[0.00004203974,0.00017611559,0.00007517177,0.00040499136,0.00006920398,0.00022945231,0.00001025222,0.00026925356,0.000001192688],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007060124,0.000003221471,0.011589749,0.000345739,0.00007955643,0.000029080997,0.00067934196,0.5993087,0.384774,0.00015963445,0.0027352176,0.0002251507],"study_design_scores_gemma":[0.0027364662,0.00032200426,0.060504448,0.001791909,0.00008489206,0.000106155516,0.0003863361,0.3635301,0.56760335,0.000011841183,0.0023707265,0.0005517419],"about_ca_topic_score_codex":0.00013151848,"about_ca_topic_score_gemma":0.001427785,"teacher_disagreement_score":0.23577861,"about_ca_system_score_codex":0.0003084784,"about_ca_system_score_gemma":0.00039975255,"threshold_uncertainty_score":0.7181785},"labels":[],"label_agreement":null},{"id":"W4411516892","doi":"10.1016/j.mtla.2025.102472","title":"Contribution of Post-Rolling Surface Treatment to Corrosion Performance of Duplex and Austenitic Stainless Steel Reinforcing Bar","year":2025,"lang":"en","type":"article","venue":"Materialia","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Hudbay Minerals (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Materials science; Duplex (building); Metallurgy; Austenite; Bar (unit); Corrosion; Steel bar; Austenitic stainless steel; Composite material; Microstructure","score_opus":0.007438932626810643,"score_gpt":0.22099875869888413,"score_spread":0.2135598260720735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411516892","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979616,0.00006229431,0.0007587004,0.00003492601,0.0007124375,0.00030227608,0.000050987233,0.00005132801,0.00006546288],"genre_scores_gemma":[0.99953425,0.000036297875,0.00018958002,0.000009205069,0.000008842109,0.000007183415,0.00001715409,0.0000073133815,0.00019018711],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936175,0.000020490907,0.00030336724,0.00010727137,0.000071038754,0.00013610664],"domain_scores_gemma":[0.99960935,0.000023881741,0.000036221216,0.00016198686,0.00012691594,0.000041641906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013375825,0.000108359214,0.00024938042,0.000049817176,0.000036006968,0.000019049105,0.000048212274,0.00005162245,0.000054625118],"category_scores_gemma":[0.000031917454,0.0000982335,0.000027812413,0.00009021909,0.000023649904,0.00005814875,0.000035913137,0.000023231458,0.0000036807055],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020442603,0.0000058670867,0.0043062223,0.00035522698,0.0000054614206,4.7919275e-7,0.00024530335,0.004934073,0.9889084,0.00018351199,0.000023761862,0.00082723156],"study_design_scores_gemma":[0.00079261826,0.00026550025,0.019958239,0.00022818094,0.00003107718,9.4923354e-7,0.00014898588,0.033475205,0.9445673,0.000006714879,0.00041712445,0.00010808348],"about_ca_topic_score_codex":0.00012087954,"about_ca_topic_score_gemma":0.000010565227,"teacher_disagreement_score":0.044341113,"about_ca_system_score_codex":0.00009683589,"about_ca_system_score_gemma":0.000019300589,"threshold_uncertainty_score":0.40058458},"labels":[],"label_agreement":null},{"id":"W4411586197","doi":"10.1016/j.conbuildmat.2025.142325","title":"Assessment of additional ASR damage resulting from residual expansion tests using the DRI and SDT test methods","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Mitacs","keywords":"Materials science; Residual; Residual strength; Composite material; Test method; Test (biology); Structural engineering; Forensic engineering; Computer science; Engineering; Mathematics; Geology; Statistics; Algorithm","score_opus":0.017979265838604763,"score_gpt":0.3301227003916433,"score_spread":0.31214343455303856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411586197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9863574,0.00007324129,0.012038641,0.00006197277,0.00064554357,0.00012141141,0.00044342707,0.00007291672,0.00018544102],"genre_scores_gemma":[0.85932857,0.000037905396,0.14048904,0.000022370212,0.00007045714,0.0000067304723,0.000033057808,0.000007042601,0.000004840573],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916494,0.00013873265,0.0003331397,0.00018045107,0.00008298771,0.00009976286],"domain_scores_gemma":[0.99878204,0.00089906424,0.000076255565,0.00015596366,0.000055861346,0.00003084292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005045363,0.00011150892,0.0002049979,0.00007147795,0.00015964845,0.00009504083,0.00005345953,0.00007198147,0.00037576657],"category_scores_gemma":[0.0004157886,0.00008969373,0.000018639485,0.000104939165,0.00016358646,0.000095642186,0.00008332687,0.000079693855,1.4217191e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000063114167,0.0000028821974,0.0029127498,0.000051424213,0.0000092388555,3.1357993e-7,0.000032644235,0.000057533514,0.9868884,0.0007420355,0.00015276021,0.0091437055],"study_design_scores_gemma":[0.00043895596,0.000012368225,0.1042139,0.00035144915,0.0000500285,0.000014287939,0.00039838825,0.007947452,0.88419944,0.0014733445,0.00075321225,0.00014719307],"about_ca_topic_score_codex":0.000042080275,"about_ca_topic_score_gemma":0.0000034824357,"teacher_disagreement_score":0.1284504,"about_ca_system_score_codex":0.000030555813,"about_ca_system_score_gemma":0.000034936053,"threshold_uncertainty_score":0.41143805},"labels":[],"label_agreement":null},{"id":"W4411685933","doi":"10.1016/j.softx.2025.102238","title":"Rational-RC: A Python package for probabilistic life-cycle deterioration modelling of reinforced concrete structures","year":2025,"lang":"en","type":"article","venue":"SoftwareX","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina; University of Saskatchewan","funders":"Mitacs; University of Saskatchewan","keywords":"Python (programming language); Reinforced concrete; Computer science; Probabilistic logic; Programming language; Structural engineering; Artificial intelligence; Engineering","score_opus":0.019017815886778762,"score_gpt":0.23771771877149028,"score_spread":0.21869990288471153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411685933","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36593378,0.00011587738,0.63273674,0.00003939069,0.00023732515,0.00047284417,0.000040598803,0.00024378653,0.00017966119],"genre_scores_gemma":[0.9914051,0.000007036533,0.008220228,0.00006476902,0.000034248696,0.00007645813,0.00006539017,0.000018306584,0.00010842351],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991743,0.000019573174,0.00036613096,0.00017405934,0.000111271846,0.00015469258],"domain_scores_gemma":[0.99919325,0.00028290867,0.00005186824,0.00026491052,0.00015290166,0.00005417629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014830916,0.00013370105,0.00021580036,0.000072879986,0.00006575826,0.0000378776,0.00010408001,0.000095173215,0.000052086092],"category_scores_gemma":[0.0005356628,0.00013331485,0.000093462186,0.00014997169,0.000043801658,0.00013940717,0.000023770108,0.00007922964,0.000002199155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024137506,0.0000020121452,0.00025306732,0.0016601038,0.000050450726,5.6447584e-7,0.0007882634,0.86928475,0.1063335,0.015930653,0.0012059668,0.0042492663],"study_design_scores_gemma":[0.0005751612,0.00004071117,0.00027125631,0.00006272342,0.000030512061,4.3297194e-7,0.000052107498,0.9692332,0.01631379,0.012920776,0.0003317005,0.00016762454],"about_ca_topic_score_codex":0.000009432595,"about_ca_topic_score_gemma":0.000005160077,"teacher_disagreement_score":0.62547135,"about_ca_system_score_codex":0.000055239,"about_ca_system_score_gemma":0.00008916422,"threshold_uncertainty_score":0.5436422},"labels":[],"label_agreement":null},{"id":"W4411694112","doi":"10.1680/jmacr.25.00077","title":"Impacts of anisotropy and exposure conditions on ASR-induced deterioration in columns from the Robert-Bourassa/Charest overpass after nearly 50 years of service","year":2025,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Institut National de la Recherche Scientifique; Concordia University; Université Laval; University of Ottawa","funders":"","keywords":"Anisotropy; Forensic engineering; Service (business); Engineering; Structural engineering; Environmental science; Physics; Business; Optics","score_opus":0.02211832129637983,"score_gpt":0.3028117363451653,"score_spread":0.2806934150487855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411694112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99787766,0.00037513115,0.00002635975,0.0005131605,0.00006519623,0.00042719065,0.000243195,0.000019238216,0.00045285793],"genre_scores_gemma":[0.9996511,0.00009757508,0.00008019744,0.00005588414,0.00001735089,0.000036318947,0.000024297746,0.000015027041,0.000022262086],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985333,0.0002492386,0.00041179964,0.00019364766,0.00037623587,0.0002357947],"domain_scores_gemma":[0.99798256,0.0011267801,0.000056203575,0.0004479671,0.00031856404,0.00006793574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060439925,0.00011672166,0.0003071989,0.00019280633,0.000033946715,0.000037669928,0.00020514897,0.00012066388,0.00016611528],"category_scores_gemma":[0.00044002378,0.00010820632,0.000051777457,0.0006155065,0.00013397474,0.00011862012,0.000114076785,0.000330719,0.000008895321],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034024427,0.0000082718025,0.035297688,0.00020618596,0.00002564291,0.0000042538277,0.00055991835,0.00007306439,0.9616265,0.00022294316,0.00040003425,0.001235199],"study_design_scores_gemma":[0.0011473288,0.00029170126,0.95634097,0.00045156508,0.000014554518,4.6000113e-7,0.00023442363,0.0038051354,0.036987677,0.00022992403,0.00038997384,0.000106283165],"about_ca_topic_score_codex":0.001844812,"about_ca_topic_score_gemma":0.0027796046,"teacher_disagreement_score":0.92463887,"about_ca_system_score_codex":0.000069651665,"about_ca_system_score_gemma":0.00012834567,"threshold_uncertainty_score":0.44125256},"labels":[],"label_agreement":null},{"id":"W4411853398","doi":"10.1038/s41598-025-08526-w","title":"Data-driven assessment of corrosion in reinforced concrete structures embedded in clay dominated soils","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"Christian-Albrechts-Universität zu Kiel","keywords":"Durability; Mean squared error; Backpropagation; Corrosion; Mean absolute percentage error; Artificial neural network; Correlation coefficient; Soil water; Coefficient of determination; Environmental science; Geotechnical engineering; Computer science; Soil science; Materials science; Machine learning; Mathematics; Engineering; Statistics; Composite material","score_opus":0.016718881882282065,"score_gpt":0.29568192388969616,"score_spread":0.2789630420074141,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411853398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906683,0.00006275181,0.0010330081,0.000019408964,0.004183699,0.00042784153,0.0000168183,0.00008763561,0.0035005605],"genre_scores_gemma":[0.99863344,0.000005554944,0.0006792696,0.000011185349,0.000006007994,0.000013039448,0.00022068742,0.00000886864,0.00042195877],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99785185,0.000062006446,0.0009445546,0.0005675454,0.0003176745,0.0002563926],"domain_scores_gemma":[0.9981261,0.000086380045,0.00014161874,0.001491844,0.00009532078,0.000058753627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012526031,0.00015181927,0.00035360607,0.00040376416,0.000046731955,0.00008392298,0.00028994516,0.00011019345,0.00017154613],"category_scores_gemma":[0.00028584854,0.00014266951,0.000049104427,0.0009489169,0.0001483167,0.00021435035,0.00022125161,0.00021627733,0.0000013754244],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002186043,0.0000038631606,0.019277904,0.00021711546,0.000005401865,0.0001362571,0.00029339062,0.043485533,0.92880785,0.0003443047,0.0062463894,0.0011601443],"study_design_scores_gemma":[0.0007363965,0.000016077567,0.021451913,0.0002813821,0.000014955355,0.000013026483,0.0002898146,0.8541146,0.120192945,0.0011265032,0.0014983761,0.00026403653],"about_ca_topic_score_codex":0.000060033744,"about_ca_topic_score_gemma":0.00022784554,"teacher_disagreement_score":0.81062907,"about_ca_system_score_codex":0.00014335653,"about_ca_system_score_gemma":0.00021888127,"threshold_uncertainty_score":0.5817893},"labels":[],"label_agreement":null},{"id":"W4411921441","doi":"10.1016/j.cscm.2025.e05003","title":"Chloride ingress in de-icing salt-exposed bridge: Numerical modeling and field investigations","year":2025,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University; Université Laval","funders":"Fonds de recherche du Québec – Nature et technologies; Fonds Québécois de la Recherche sur la Nature et les Technologies; Canada Foundation for Innovation","keywords":"Icing; Bridge (graph theory); Chloride; Environmental science; Salt bridge; Materials science; Structural engineering; Composite material; Forensic engineering; Engineering; Chemistry; Meteorology; Metallurgy; Geography","score_opus":0.041118340093156354,"score_gpt":0.3098083818141782,"score_spread":0.26869004172102184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411921441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919866,0.00031286367,0.0058337767,0.00012534685,0.0013481114,0.00015757637,0.0000074970426,0.000097586846,0.00013063899],"genre_scores_gemma":[0.998382,0.00022216997,0.0012022698,0.00009565531,0.00004301767,0.000042389853,0.0000014862217,0.0000071983404,0.000003852466],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991709,0.00005998317,0.00039354266,0.00017209064,0.000042003816,0.00016146495],"domain_scores_gemma":[0.9995623,0.0002195836,0.000023787672,0.00012266646,0.00003800848,0.000033610035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028515104,0.00011450534,0.0002664891,0.00015873197,0.00007178514,0.000034314373,0.000035692512,0.00006834694,0.000017631228],"category_scores_gemma":[0.00066365907,0.00012332467,0.000015541116,0.0002269624,0.00010448693,0.00009028129,0.00006939671,0.00011110012,8.051359e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006072829,0.00006506528,0.17256756,0.0060321935,0.00029890248,0.0024014732,0.021538982,0.11581394,0.5925244,0.014944862,0.0010591059,0.07214619],"study_design_scores_gemma":[0.0035728668,0.000065543536,0.0027682781,0.0020611384,0.000094153314,0.0027496265,0.013327633,0.32594025,0.6336294,0.0144385025,0.00026876552,0.0010838563],"about_ca_topic_score_codex":0.000120435165,"about_ca_topic_score_gemma":0.000104895094,"teacher_disagreement_score":0.2101263,"about_ca_system_score_codex":0.0001318922,"about_ca_system_score_gemma":0.000027069815,"threshold_uncertainty_score":0.50290346},"labels":[],"label_agreement":null},{"id":"W4411954591","doi":"10.2139/ssrn.5336348","title":"Damage-Based Assessment of Seismically Deficient Rc Columns Strengthened with Fe-Sma, Cfrp, and Uhpfrc","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"SMA*; Structural engineering; Reinforced concrete; Materials science; Composite material; Forensic engineering; Engineering; Computer science","score_opus":0.005834849397820228,"score_gpt":0.232165414317056,"score_spread":0.22633056491923578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411954591","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.888305,0.0014841602,0.107534476,0.00028493628,0.00030660376,0.00041071218,0.0000725,0.00012326914,0.001478335],"genre_scores_gemma":[0.99681574,0.0012300237,0.0015533017,0.000050510534,0.000047246704,0.000023093628,0.000026747524,0.00003519904,0.0002181166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99716526,0.00013582801,0.00059235585,0.00038761503,0.0004412165,0.0012777146],"domain_scores_gemma":[0.99874854,0.00015592833,0.000213574,0.00050668715,0.00022266086,0.00015260394],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0012035195,0.0003886609,0.00059094664,0.00021826413,0.00010990874,0.00010002598,0.00039428816,0.00024504302,0.000044287954],"category_scores_gemma":[0.000046139878,0.00034746533,0.00017896891,0.00018880883,0.00009901794,0.000046419063,0.00018844893,0.0036358922,7.608499e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009031414,0.00069920404,0.06610585,0.0035933158,0.002012571,0.000045051733,0.00071479817,0.8038753,0.011719152,0.045587167,0.0005018253,0.064242594],"study_design_scores_gemma":[0.007480651,0.0020984,0.022843024,0.0022652487,0.0010949255,0.00022392276,0.0018744959,0.9299124,0.002690991,0.024607332,0.0025528783,0.0023557574],"about_ca_topic_score_codex":0.000081461505,"about_ca_topic_score_gemma":0.00083428685,"teacher_disagreement_score":0.12603705,"about_ca_system_score_codex":0.001371099,"about_ca_system_score_gemma":0.006182543,"threshold_uncertainty_score":0.9998977},"labels":[],"label_agreement":null},{"id":"W4412073037","doi":"10.62913/engj.v62i3.1346","title":"Review and Evaluation of the Separation Factor Approach for Structural Reliability","year":2025,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reliability (semiconductor); Reliability engineering; Separation (statistics); Factor (programming language); Computer science; Engineering; Physics; Machine learning; Programming language; Thermodynamics","score_opus":0.019804117459001205,"score_gpt":0.2947849560423702,"score_spread":0.274980838583369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412073037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7857969,0.036131345,0.17510259,0.00020704405,0.0010853753,0.0011451658,0.00001901418,0.000080287,0.00043227186],"genre_scores_gemma":[0.9974077,0.0003210686,0.0021853643,0.00002179461,0.00002582265,0.000016430717,0.0000015439106,0.0000052501728,0.0000150722335],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995229,0.000027996637,0.00020614837,0.00006348657,0.00010836512,0.00007109719],"domain_scores_gemma":[0.999632,0.00004797885,0.000027952648,0.0001291411,0.00013919562,0.0000237448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005922296,0.00006775803,0.0001231672,0.000026876167,0.00004195204,0.000014635496,0.00006907815,0.00003080064,0.000013808386],"category_scores_gemma":[0.0003840524,0.00004752492,0.000060137994,0.00010381877,0.000010439176,0.00006463161,0.00001300683,0.0001301371,5.459195e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014327998,0.00000914894,0.0033198819,0.0068521257,0.00006828562,3.294705e-8,0.00027288724,0.9204783,0.01917859,0.0003127668,0.003808803,0.045684863],"study_design_scores_gemma":[0.00025910055,0.000006698277,0.023382436,0.00019845809,0.000101477526,0.000006090518,0.0000071981417,0.97326916,0.0012734135,0.00008752545,0.001345828,0.00006258717],"about_ca_topic_score_codex":3.135705e-7,"about_ca_topic_score_gemma":2.4105518e-7,"teacher_disagreement_score":0.21161075,"about_ca_system_score_codex":0.00007504829,"about_ca_system_score_gemma":0.000028797633,"threshold_uncertainty_score":0.193801},"labels":[],"label_agreement":null},{"id":"W4412437147","doi":"10.1139/cjce-2025-0120","title":"Structural implications and management of infrastructure assets affected by ISR: example of French experience on road bridges","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Transport engineering; Business; Engineering; Computer science","score_opus":0.00667393007838673,"score_gpt":0.20757128135079744,"score_spread":0.2008973512724107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412437147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99346846,0.0010483044,0.004563976,0.000038736514,0.0002754012,0.00008783659,0.000043299973,0.000014449412,0.00045953793],"genre_scores_gemma":[0.9996512,0.000063893,0.00023925258,0.000008623859,0.000010911698,0.0000023643413,0.0000031169427,0.000009212217,0.000011458063],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99936557,0.000008224092,0.00030084074,0.00008690916,0.000081393664,0.00015705611],"domain_scores_gemma":[0.99948055,0.000036150956,0.00005773614,0.00017474029,0.00007040096,0.0001804484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006830793,0.00011483111,0.00020747937,0.00021741877,0.000025462814,0.00001663561,0.00015606235,0.00004956738,0.000055421355],"category_scores_gemma":[0.00003872557,0.00011570107,0.000045571447,0.00022537052,0.000034606615,0.00007579204,0.000012246648,0.00014043541,1.0132861e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033292246,0.000021747452,0.10521892,0.0037285937,0.00059082377,0.00005056679,0.0045792987,0.5450461,0.24390751,0.008005496,0.02132137,0.0674963],"study_design_scores_gemma":[0.00034310893,0.00005065066,0.9774588,0.00037544005,0.000028560258,0.000018101096,0.00010277504,0.013179644,0.006034804,0.00006470346,0.0021918495,0.00015157029],"about_ca_topic_score_codex":0.00071360497,"about_ca_topic_score_gemma":0.0040777978,"teacher_disagreement_score":0.8722399,"about_ca_system_score_codex":0.0000999286,"about_ca_system_score_gemma":0.000056994326,"threshold_uncertainty_score":0.47181526},"labels":[],"label_agreement":null},{"id":"W4412456142","doi":"10.5006/mp2025_64_8-44","title":"Corrosion Protection for Concrete Pressure Pipe","year":2025,"lang":"en","type":"article","venue":"Materials performance","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Prairie Bible Institute","funders":"","keywords":"Corrosion; Forensic engineering; Metallurgy; Materials science; Engineering","score_opus":0.010760115112694616,"score_gpt":0.21618936160377727,"score_spread":0.20542924649108266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412456142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9844481,0.00013924883,0.01105601,0.000054106513,0.002251994,0.00076999044,0.000045565554,0.00039605217,0.00083895586],"genre_scores_gemma":[0.99837905,0.000053799602,0.00018917794,0.000056092467,0.00007905154,0.00030460866,0.000016398986,0.000013993884,0.0009078497],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939156,0.000014647114,0.00021339951,0.00014681563,0.0000608398,0.000172746],"domain_scores_gemma":[0.9996727,0.000018481003,0.000023813713,0.0002071077,0.000051985935,0.000025925314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020112495,0.00011729259,0.00016622695,0.000045835124,0.00010049136,0.000053768694,0.0000944479,0.00008691189,0.0001877779],"category_scores_gemma":[0.000031937452,0.00010896551,0.000029976827,0.00008847764,0.000021904323,0.00012479568,0.000027352029,0.000051077288,0.000027530728],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000110409695,0.0000010244405,0.00011908368,0.0008164747,0.000003425688,5.9132088e-8,0.00003846588,0.0002558074,0.9939768,0.00006560025,0.0012345549,0.0033782998],"study_design_scores_gemma":[0.0003809561,0.000045021035,0.0015373762,0.00008742179,0.000016193015,9.447207e-7,0.000006794446,0.03264264,0.90289897,0.00003659505,0.062224846,0.00012223869],"about_ca_topic_score_codex":0.0000051193156,"about_ca_topic_score_gemma":0.0000010549085,"teacher_disagreement_score":0.09107782,"about_ca_system_score_codex":0.00002869429,"about_ca_system_score_gemma":0.0000141579285,"threshold_uncertainty_score":0.44434848},"labels":[],"label_agreement":null},{"id":"W4412511827","doi":"10.1149/ma2025-01201343mtgabs","title":"Our Journey in Simulation of Corrosion: From Initial Premises to Digitally-Twinned Vehicles and Civilian Infrastructures","year":2025,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Premises; Engineering; Forensic engineering; Computer science; Metallurgy; Materials science; Political science; Law","score_opus":0.016531461497220557,"score_gpt":0.2739483538538453,"score_spread":0.25741689235662474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412511827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890319,0.00013739051,0.000117117,0.00009577855,0.00029122582,0.00014154222,0.00002515971,0.000089092915,0.0100707635],"genre_scores_gemma":[0.99950373,0.0000063551893,0.0003533892,0.000050914703,0.000049640417,0.0000032864048,0.000009103088,0.00001118862,0.000012372594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991222,0.00002457582,0.00040320764,0.00017546183,0.00012284175,0.0001516839],"domain_scores_gemma":[0.99933773,0.00032154095,0.000051928782,0.00015497641,0.000051094154,0.00008273083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016913173,0.00012833514,0.00019990762,0.00012148129,0.000034479635,0.000055782817,0.00009002499,0.000093241695,0.000010455412],"category_scores_gemma":[0.0009203246,0.00013215352,0.000029218498,0.00016552543,0.00001520963,0.00011404784,0.000056355617,0.00015241308,0.0000021568019],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054224354,0.000009583717,0.023697801,0.000076509335,0.0000037060543,0.0000034435473,0.0006156556,0.83418745,0.13790141,0.0000012691163,0.00022303806,0.0032259051],"study_design_scores_gemma":[0.00071355473,0.000032811306,0.73211956,0.00079484226,0.000014623468,7.85133e-7,0.00063627376,0.053313877,0.21066776,0.0009485376,0.0005179449,0.00023942819],"about_ca_topic_score_codex":0.00011036598,"about_ca_topic_score_gemma":0.0001697158,"teacher_disagreement_score":0.7808736,"about_ca_system_score_codex":0.000038868813,"about_ca_system_score_gemma":0.000028231932,"threshold_uncertainty_score":0.5389064},"labels":[],"label_agreement":null},{"id":"W4412512250","doi":"10.1149/ma2025-01201322mtgabs","title":"In-Service Corrosion Monitoring of a Weathering Steel Bridge in Canadian Climate","year":2025,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Weathering steel; Weathering; Corrosion; Forensic engineering; Environmental science; Engineering; Materials science; Metallurgy; Geology; Geochemistry; Medicine","score_opus":0.014357488611036286,"score_gpt":0.24660177554389495,"score_spread":0.23224428693285867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412512250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.960912,0.00022958046,0.0000014933557,0.00009578686,0.00070609205,0.00012721881,0.0000062107974,0.00006765483,0.037854005],"genre_scores_gemma":[0.999672,0.000053353597,0.00016543327,0.00003438336,0.000027440341,0.0000089907,0.0000016367443,0.00001644824,0.000020301242],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9988443,0.000021967762,0.00044041994,0.0001748943,0.00009585957,0.0004225332],"domain_scores_gemma":[0.99946696,0.00013372011,0.000039513077,0.00021271296,0.00003793795,0.000109141525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000572601,0.00013078042,0.00020731417,0.00027348427,0.000034876553,0.000021822332,0.00014290986,0.000097891345,0.000009523679],"category_scores_gemma":[0.00017303148,0.00015563836,0.000031470485,0.00046035685,0.000009849526,0.000100224126,0.000039364433,0.00024790998,0.000011880559],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016509459,0.000015718007,0.5198131,0.00050496234,0.0000020742712,0.000030946987,0.0010367892,0.18880557,0.28896353,0.00001049282,0.00003473438,0.0007655507],"study_design_scores_gemma":[0.00034568887,0.0000055373016,0.89515036,0.0011803375,0.000003867213,0.0000012532038,0.00023910894,0.0133623555,0.088769615,0.000020059912,0.00076889223,0.0001528968],"about_ca_topic_score_codex":0.112850256,"about_ca_topic_score_gemma":0.18788238,"teacher_disagreement_score":0.37533724,"about_ca_system_score_codex":0.00029080373,"about_ca_system_score_gemma":0.00008432732,"threshold_uncertainty_score":0.89305735},"labels":[],"label_agreement":null},{"id":"W4412617455","doi":"10.1016/j.cement.2025.100154","title":"Condition assessment of pre-tensioning prestressed concrete sleepers distressed by internal swelling reactions (ISR)","year":2025,"lang":"en","type":"article","venue":"Cement","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Universidade Federal de Uberlândia; Vale Canada Limited","keywords":"Swelling; Prestressed concrete; Structural engineering; Materials science; Forensic engineering; Engineering; Composite material","score_opus":0.0065843677163173586,"score_gpt":0.2663809630335301,"score_spread":0.2597965953172127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412617455","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9131733,0.00023185031,0.077411085,0.00010931817,0.00071195344,0.00031656097,0.00006991765,0.0001771521,0.0077988356],"genre_scores_gemma":[0.9988693,0.00009618795,0.00036702515,0.000040230134,0.00001727175,0.000046643454,0.00011819195,0.0000112491525,0.00043391105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990368,0.000031598487,0.00039825906,0.00019582962,0.00017075374,0.00016676547],"domain_scores_gemma":[0.9994127,0.00012020893,0.0000681258,0.000262132,0.00007433647,0.000062491104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001329309,0.00013716226,0.0001903295,0.00006711782,0.000070165486,0.00003020994,0.00011334226,0.000057617555,0.00027518702],"category_scores_gemma":[0.000040086812,0.00013936819,0.00007612467,0.00011762862,0.00004782014,0.00008000701,0.000046086738,0.00016257078,0.0000025452216],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038030277,0.000023975039,0.006064516,0.00036427443,0.00009881698,0.0000021765984,0.00014786275,0.01533472,0.96863496,0.00069443916,0.0065169344,0.0020792834],"study_design_scores_gemma":[0.0017230769,0.00011563545,0.022550596,0.00094303687,0.00014348667,0.0000015401936,0.0006900785,0.41743454,0.5276355,0.00013403187,0.028220149,0.00040832686],"about_ca_topic_score_codex":0.000073773066,"about_ca_topic_score_gemma":0.0000052064493,"teacher_disagreement_score":0.44099948,"about_ca_system_score_codex":0.00017693444,"about_ca_system_score_gemma":0.000034055847,"threshold_uncertainty_score":0.568327},"labels":[],"label_agreement":null},{"id":"W4412754795","doi":"10.11159/iccste25.349","title":"Prediction of Strength and Ductility of Thin-Walled Steel Tubular Columns Using Physics-Informed Reinforcement Learning and Agentic Frameworks","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Reinforcement; Ductility (Earth science); Materials science; Reinforcement learning; Composite material; Artificial intelligence; Computer science; Creep","score_opus":0.01482928046714469,"score_gpt":0.22859380286581749,"score_spread":0.2137645223986728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981624,0.000045927514,0.0011520092,0.00003459337,0.00018647501,0.000152169,0.000021241405,0.000028386165,0.00021678093],"genre_scores_gemma":[0.9994956,0.0001083329,0.00035151857,0.0000034254624,0.000010267761,0.000003952283,0.000008006844,0.000005173419,0.000013705886],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993162,0.0000017701739,0.00032043192,0.00011572993,0.00017277441,0.00007306935],"domain_scores_gemma":[0.9996116,0.00003842917,0.00010271159,0.000035784,0.00018539833,0.000026060032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006967558,0.00011110083,0.00016849152,0.000064430125,0.000036304315,0.000020608526,0.000076735676,0.00006623212,0.000017072747],"category_scores_gemma":[0.000055416916,0.00009593878,0.00003647753,0.00009555913,0.000058680787,0.00016872879,0.0000152046605,0.0001978043,1.064966e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022278272,0.000018375498,0.16894382,0.0037033728,0.00032492488,2.3608706e-7,0.0042069913,0.13605747,0.6055538,0.07720234,0.000006986709,0.0037589201],"study_design_scores_gemma":[0.00042097497,0.00003518488,0.1895336,0.000515612,0.000049715483,8.9480244e-7,0.00043367196,0.76507014,0.043075707,0.0007695571,0.000011463523,0.00008347478],"about_ca_topic_score_codex":0.000023374248,"about_ca_topic_score_gemma":0.000011001868,"teacher_disagreement_score":0.6290127,"about_ca_system_score_codex":0.00002547285,"about_ca_system_score_gemma":0.00001559532,"threshold_uncertainty_score":0.391227},"labels":[],"label_agreement":null},{"id":"W4412754895","doi":"10.11159/iccste25.257","title":"Sulfate-Induced Degradation in Concrete Exposed To Thermal Gradient","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Khalifa University of Science, Technology and Research","keywords":"Degradation (telecommunications); Sulfate; Thermal; Materials science; Composite material; Computer science; Metallurgy; Physics; Thermodynamics; Telecommunications","score_opus":0.01670520243620528,"score_gpt":0.22477325249099478,"score_spread":0.2080680500547895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99790937,0.000011600365,0.00011134927,0.0004839848,0.0004697199,0.00020557555,0.000023251441,0.00005499217,0.00073014485],"genre_scores_gemma":[0.99973506,0.00000513887,0.00013080172,0.000040515813,0.000011402601,0.000030138735,0.000007784923,0.000007374671,0.000031780623],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993014,0.0000020034072,0.0002574977,0.0001498743,0.00018037927,0.00010886401],"domain_scores_gemma":[0.99975413,0.000020142697,0.00003602768,0.000044557306,0.0001109659,0.00003419798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007649839,0.00012222145,0.00012571005,0.00015575234,0.00003410201,0.000030197725,0.00020090993,0.00003307457,0.000018499575],"category_scores_gemma":[0.000023544657,0.00010275139,0.000039009832,0.00020755133,0.000012073794,0.00011073794,0.000013588648,0.00014961178,3.1012e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006890055,0.0000019225727,0.0104749715,0.00008682434,0.000019353314,3.2521422e-7,0.00064524345,0.014147843,0.93145305,0.04177719,0.000014799998,0.0013095904],"study_design_scores_gemma":[0.00085097924,0.000057063262,0.48079687,0.0003487021,0.000017086668,0.0000016201377,0.00045998686,0.23808843,0.27810046,0.000920509,0.000083385006,0.00027490561],"about_ca_topic_score_codex":0.000021635224,"about_ca_topic_score_gemma":0.00004841801,"teacher_disagreement_score":0.65335256,"about_ca_system_score_codex":0.00006320626,"about_ca_system_score_gemma":0.000012293527,"threshold_uncertainty_score":0.41900802},"labels":[],"label_agreement":null},{"id":"W4412905059","doi":"10.3390/ma18153510","title":"Corrosion Performance of Atmospheric Corrosion Resistant Steel Bridges in the Current Climate: A Performance Review","year":2025,"lang":"en","type":"review","venue":"Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"Infrastructure Canada","keywords":"Corrosion; Environmental science; Durability; Ocean acidification; Drainage; Climate change; Materials science; Metallurgy; Geology; Oceanography; Composite material","score_opus":0.025022254861658984,"score_gpt":0.28646611605585615,"score_spread":0.26144386119419716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412905059","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010291291,0.9851138,0.000007715903,0.000008312406,0.0019514926,0.001988847,0.00026268436,0.00010851901,0.00026731694],"genre_scores_gemma":[0.0061354856,0.99303794,0.000030731902,0.00003117111,0.000062806685,0.0004195486,0.0001979853,0.000045223398,0.000039118262],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99663687,0.00042049596,0.0017399773,0.00040812872,0.00036794716,0.00042660194],"domain_scores_gemma":[0.99825937,0.00025692827,0.00038611112,0.0009767481,0.00007258781,0.000048234866],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0016662654,0.0005666901,0.0023166,0.00005259913,0.000084137435,0.000059399095,0.0007055563,0.00018240073,0.0002065654],"category_scores_gemma":[0.000120610275,0.0003685803,0.00027212987,0.00065975764,0.00006296623,0.00011466814,0.00020859543,0.00036734508,0.00006509326],"study_design_candidate":"systematic_review","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028860115,0.000023087496,0.000025921277,0.47825372,0.0000020352127,0.000001776995,0.000028824841,0.000010056462,0.00027372644,0.000009436398,0.0010695757,0.520273],"study_design_scores_gemma":[0.00016822458,0.00009070634,0.0003199146,0.31155345,0.00030105282,0.000011997842,0.000007616912,0.0002020092,0.00026703172,6.476804e-7,0.68662995,0.00044743475],"about_ca_topic_score_codex":0.0000057142743,"about_ca_topic_score_gemma":0.0000037940915,"teacher_disagreement_score":0.68556035,"about_ca_system_score_codex":0.00020887372,"about_ca_system_score_gemma":0.00013725554,"threshold_uncertainty_score":0.9998766},"labels":[],"label_agreement":null},{"id":"W4412912042","doi":"10.1061/jsendh.steng-14270","title":"Maintenance Optimization Model for Existing Reinforced Concrete Bridge Piers Based on an Integrated Life-Cycle Cost and Performance-Based Design Approach","year":2025,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bridge (graph theory); Reinforced concrete; Pier; Structural engineering; Life cycle costing; Life-cycle cost analysis; Computer science; Engineering; Reliability engineering; Construction engineering","score_opus":0.024155763695479136,"score_gpt":0.23217486090305348,"score_spread":0.20801909720757433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412912042","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17719024,0.000046263915,0.82213426,0.00001733124,0.00020124318,0.0002621526,0.000009642936,0.000087625274,0.000051218827],"genre_scores_gemma":[0.8479708,0.000007392964,0.15187636,0.00005327119,0.000032006446,0.000011632039,0.0000115082585,0.000023755212,0.000013315121],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999021,0.0000167577,0.00043955634,0.00013928598,0.00013669902,0.00024673427],"domain_scores_gemma":[0.9992713,0.00014915524,0.00009703932,0.00014032504,0.00018639749,0.00015583643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003526521,0.00021273825,0.00029402168,0.00021541606,0.00007889419,0.000070808375,0.00013625524,0.000089319714,0.00000424352],"category_scores_gemma":[0.00033026875,0.00018479238,0.00007471186,0.00020130893,0.000026667596,0.000272196,0.000009155927,0.0002834,5.5618038e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027580638,4.6001645e-7,0.000025994603,0.00020353205,0.000011855547,6.4557656e-7,0.00006891406,0.9948768,0.0023317514,0.000054636937,0.000028510769,0.0021210818],"study_design_scores_gemma":[0.0014109563,0.00012356896,0.00031725576,0.00022034608,0.000026476586,0.0000053769904,0.000027661314,0.9966434,0.0010128483,0.000003394546,0.000019827425,0.00018887248],"about_ca_topic_score_codex":0.0000014784198,"about_ca_topic_score_gemma":9.441281e-8,"teacher_disagreement_score":0.67078054,"about_ca_system_score_codex":0.00017764654,"about_ca_system_score_gemma":0.000101744095,"threshold_uncertainty_score":0.7535615},"labels":[],"label_agreement":null},{"id":"W4413012327","doi":"10.1007/s11998-025-01126-3","title":"Toward sustainable steel bridge maintenance: anti-corrosion coating systems","year":2025,"lang":"en","type":"article","venue":"Journal of Coatings Technology and Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Aluminium Refining, Degassing and Filtering (Canada); Western University; National Research Council Canada","funders":"National Research Council Canada","keywords":"Materials science; Corrosion; Coating; Bridge (graph theory); Composite material; Forensic engineering; Metallurgy; Engineering","score_opus":0.025661568778779852,"score_gpt":0.3102469253720666,"score_spread":0.28458535659328676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413012327","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9851211,0.0034190426,0.0066664154,0.00161124,0.00034239297,0.00023516119,0.0000013494018,0.00012384416,0.0024794862],"genre_scores_gemma":[0.99788815,0.00067333534,0.00018300311,0.000017485114,0.000040875908,0.000008827772,3.3362488e-7,0.000011764581,0.0011762332],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99847513,0.00008889146,0.00050445506,0.00014934264,0.00030749507,0.00047465388],"domain_scores_gemma":[0.99832004,0.00031327677,0.00009768465,0.00019767597,0.0009963744,0.000074951065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026244398,0.00011581958,0.00034152978,0.0011770125,0.00026627292,0.000091338006,0.00031260625,0.00027121347,0.000008319072],"category_scores_gemma":[0.0012316785,0.00009319436,0.000052898464,0.0012780967,0.00030239028,0.00015275461,0.00017473951,0.0012798834,0.0000027069655],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021294059,0.000099610734,0.060386825,0.0037782912,0.000057340305,0.000540108,0.0014580403,0.0011121383,0.7707789,0.09789754,0.041325968,0.022352323],"study_design_scores_gemma":[0.012173125,0.0031388002,0.05863583,0.010893138,0.00019285578,0.0033328831,0.11761431,0.07240745,0.4235554,0.05360801,0.24245167,0.0019965263],"about_ca_topic_score_codex":0.000016501313,"about_ca_topic_score_gemma":0.000001415197,"teacher_disagreement_score":0.34722346,"about_ca_system_score_codex":0.00014753555,"about_ca_system_score_gemma":0.0001193925,"threshold_uncertainty_score":0.55605274},"labels":[],"label_agreement":null},{"id":"W4413014537","doi":"10.1139/cjce-2025-0078","title":"Laboratory versus field performance of ASR-affected concrete: state of the art and paths moving forward using European and North American guidelines","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Field (mathematics); State (computer science); Engineering; Computer science; Econometrics; Statistics; Mathematics; Algorithm","score_opus":0.00927709068403698,"score_gpt":0.20212663764236352,"score_spread":0.19284954695832654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413014537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967087,0.0012280432,0.0013944759,0.000031812167,0.0003878133,0.00005312115,0.000016934644,0.000010530131,0.000168593],"genre_scores_gemma":[0.9994292,0.00017112966,0.000328514,0.000027892595,0.00002422337,2.9531705e-7,3.007883e-7,0.000013728721,0.000004688416],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993132,0.00002488881,0.0003630653,0.00006566314,0.00007925956,0.00015392374],"domain_scores_gemma":[0.9993196,0.0000994029,0.00010013478,0.00013163625,0.00019299638,0.00015620032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023672199,0.0001081462,0.00023135186,0.00013916078,0.000033731347,0.000015155584,0.000113729155,0.00001722838,0.000004991526],"category_scores_gemma":[0.00041735885,0.00009534544,0.000041724303,0.00032372712,0.00006116254,0.00008855049,0.000022566792,0.00018360843,7.232081e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013720297,0.0000032730263,0.24079752,0.0020278946,0.0003308842,0.00005548965,0.0016444899,0.57680905,0.1185632,0.0000457262,0.0018456717,0.057739638],"study_design_scores_gemma":[0.0013912893,0.00029325412,0.44166476,0.0013452728,0.00013872764,0.000030199379,0.00020010023,0.53244895,0.017856155,0.000002487687,0.0042037987,0.0004250307],"about_ca_topic_score_codex":0.00016220815,"about_ca_topic_score_gemma":0.010262385,"teacher_disagreement_score":0.20086724,"about_ca_system_score_codex":0.00005178722,"about_ca_system_score_gemma":0.00017070226,"threshold_uncertainty_score":0.5726652},"labels":[],"label_agreement":null},{"id":"W4413160223","doi":"10.1016/j.istruc.2025.109896","title":"Sustainable rehabilitation of corroded RC culverts using ECC and interpretable machine learning","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Culvert; Rehabilitation; Structural engineering; Engineering; Reinforced concrete; Civil engineering; Computer science; Construction engineering; Forensic engineering; Geotechnical engineering; Medicine; Physical therapy","score_opus":0.0037391256647629173,"score_gpt":0.22442445793840135,"score_spread":0.22068533227363843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413160223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930473,0.00084386667,0.0040492765,0.000023733346,0.00016347795,0.00013162696,0.0000033853978,0.00009217729,0.0016451695],"genre_scores_gemma":[0.9983242,0.000013244043,0.0013228396,0.000013601656,0.0000066621383,0.000002139563,0.000003933298,0.000008242579,0.00030512322],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947476,0.00003563638,0.00016848474,0.00012548311,0.00006226022,0.00013335657],"domain_scores_gemma":[0.99965584,0.000096388685,0.000023512446,0.00013383801,0.00006398431,0.00002644677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011418474,0.000091730784,0.00015758342,0.00009711972,0.00006320819,0.000021653708,0.000052619882,0.000050972354,0.00007293384],"category_scores_gemma":[0.00032810093,0.00008602555,0.0000327631,0.00015705403,0.00005411284,0.00008613722,0.000055542743,0.000120684126,1.6551938e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028108756,0.000019786949,0.19018792,0.005531558,0.00010530282,0.000008271447,0.009398714,0.21196894,0.5144928,0.036047604,0.0013166518,0.03064138],"study_design_scores_gemma":[0.00097580854,0.00012678318,0.055976402,0.00019046309,0.0000750818,0.000007580349,0.0042876555,0.8684972,0.037332013,0.027432011,0.004709762,0.00038922133],"about_ca_topic_score_codex":0.00021625248,"about_ca_topic_score_gemma":0.000027503125,"teacher_disagreement_score":0.6565283,"about_ca_system_score_codex":0.00005401335,"about_ca_system_score_gemma":0.000019900719,"threshold_uncertainty_score":0.35080203},"labels":[],"label_agreement":null},{"id":"W4413210983","doi":"10.1016/j.conbuildmat.2025.143031","title":"Effect of rGO/Ce-zinc rich epoxy composite coating on corrosion resistance of carbon steel in simulated concrete pore solution","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Iron Ore Company (Canada)","funders":"","keywords":"Epoxy; Materials science; Corrosion; Composite number; Composite material; Zinc; Carbon steel; Coating; Carbon fibers; Metallurgy","score_opus":0.00560837723881005,"score_gpt":0.23513872187809098,"score_spread":0.22953034463928093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413210983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976817,0.00017582624,0.00025420848,0.000013308286,0.00087293703,0.00031922496,0.000026126861,0.00009275744,0.0005639055],"genre_scores_gemma":[0.99955314,0.000040314088,0.0003420626,0.0000073478773,0.000014343853,0.0000054271463,0.0000131011,0.0000108750155,0.000013361848],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99878067,0.00019073472,0.0005626979,0.00020653181,0.00011138367,0.00014800458],"domain_scores_gemma":[0.99929047,0.00029374307,0.00014899846,0.00017604974,0.000059655835,0.000031092142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005438978,0.00016509766,0.00046705728,0.00019504924,0.000048015845,0.000022491413,0.00006193706,0.00013146286,0.000019821133],"category_scores_gemma":[0.00015083874,0.00015877264,0.00003446475,0.00025632043,0.00012216957,0.0000545522,0.00003961456,0.00009271693,2.4383644e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003680801,0.0000020598147,0.0074524675,0.0007805559,0.0000057208626,0.0000010126065,0.000060638038,0.00077567383,0.9889631,0.00035175544,0.000008157286,0.0012307223],"study_design_scores_gemma":[0.0011124009,0.00007257269,0.0030328273,0.00095733296,0.00002677494,0.000002975183,0.000037665814,0.0038802163,0.9906693,0.00006277993,0.00002683367,0.00011829578],"about_ca_topic_score_codex":0.000032499185,"about_ca_topic_score_gemma":0.000004942876,"teacher_disagreement_score":0.00441964,"about_ca_system_score_codex":0.00007066115,"about_ca_system_score_gemma":0.00001576596,"threshold_uncertainty_score":0.64745605},"labels":[],"label_agreement":null},{"id":"W4413376189","doi":"10.3390/buildings15162975","title":"Reliability of Non-Destructive Testing for Appraising the Deterioration State of ISR-Affected Concrete Sleepers","year":2025,"lang":"en","type":"article","venue":"Buildings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Reliability (semiconductor); Reliability engineering; Structural engineering; Engineering; Forensic engineering; Nondestructive testing; Medicine; Physics","score_opus":0.009306275052504207,"score_gpt":0.24667795017393068,"score_spread":0.23737167512142648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413376189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95401585,0.000037967784,0.04468235,0.00002910983,0.00021685055,0.00053816015,0.000023471943,0.000085513166,0.00037075364],"genre_scores_gemma":[0.990741,0.0000023815135,0.009174034,0.000018128925,0.000010937213,0.000030009376,0.0000027827448,0.000012190393,0.000008508395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99918675,0.000032817185,0.00036347553,0.00017308585,0.00009400874,0.0001498483],"domain_scores_gemma":[0.9985386,0.00078452425,0.00010076243,0.00026271935,0.00028823112,0.000025140866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045868204,0.000117849675,0.00023475858,0.00005915273,0.0000657714,0.000016550797,0.00013585399,0.000048494647,0.0000032477583],"category_scores_gemma":[0.0013751474,0.000095720985,0.0000833463,0.00037198575,0.00012397843,0.00010103085,0.000040121773,0.00009925434,2.4579128e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004490465,0.0000017040234,0.002870668,0.00033378473,0.0000115009425,7.013481e-8,0.00047740564,0.0017544837,0.97774297,0.000082800165,0.000052538704,0.016627189],"study_design_scores_gemma":[0.0010801805,0.00018774322,0.11174155,0.00036366563,0.00008630766,0.0000015849604,0.0003556332,0.23127526,0.6522497,0.0020473942,0.00033970692,0.0002712847],"about_ca_topic_score_codex":0.00006110199,"about_ca_topic_score_gemma":0.0000049406963,"teacher_disagreement_score":0.32549328,"about_ca_system_score_codex":0.000058244073,"about_ca_system_score_gemma":0.000041327876,"threshold_uncertainty_score":0.39033887},"labels":[],"label_agreement":null},{"id":"W4413446632","doi":"10.1002/eqe.70045","title":"Probabilistic Seismic Performance Assessment of an RC Bridge Considering Corrosion‐Affected Bond‐Slip and Steel Bar Buckling","year":2025,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Bridge (graph theory); Corrosion; Steel bar; Probabilistic logic; Buckling; Bar (unit); Engineering; Bond; Slip (aerodynamics); Geotechnical engineering; Induced seismicity; Geology; Materials science; Computer science; Civil engineering; Composite material","score_opus":0.005743428149658166,"score_gpt":0.22200481791314122,"score_spread":0.21626138976348305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413446632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98366165,0.00012601554,0.01412587,0.000018463532,0.0008659537,0.00045727563,0.000056028573,0.00053021783,0.00015853728],"genre_scores_gemma":[0.9963933,0.00002675649,0.0033772115,0.000017156524,0.00002935048,0.00002065516,0.000060137336,0.000046351397,0.000029087509],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984579,0.000029066958,0.0005236875,0.00037431103,0.00021207667,0.00040293316],"domain_scores_gemma":[0.99909276,0.00016017919,0.00006068631,0.00044824395,0.00009623893,0.00014191367],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020582866,0.00037252734,0.000469358,0.00018530633,0.00010889829,0.000075846234,0.0001825718,0.00014599861,0.000016508091],"category_scores_gemma":[0.00011807089,0.0003869278,0.00007869868,0.00032743998,0.000080555,0.00025788453,0.00010150876,0.00045738998,0.0000010071037],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023030996,0.000014408807,0.020908149,0.0022673556,0.00004499236,0.0000097385855,0.00024020577,0.8206686,0.014027585,0.0031381901,0.000012367141,0.13864538],"study_design_scores_gemma":[0.000263083,0.000046160898,0.480572,0.000125174,0.000019076877,0.000011893992,0.00001842868,0.5184692,0.00022703108,0.000034692974,0.000019212983,0.00019404676],"about_ca_topic_score_codex":0.000019031197,"about_ca_topic_score_gemma":0.000053572945,"teacher_disagreement_score":0.45966384,"about_ca_system_score_codex":0.00018490016,"about_ca_system_score_gemma":0.000063798776,"threshold_uncertainty_score":0.99985826},"labels":[],"label_agreement":null},{"id":"W4413448079","doi":"10.1680/jmacr.25.00078","title":"Condition assessment of a decommissioned pier cap affected by alkali–silica reaction after 57 years of service","year":2025,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Pier; Alkali–silica reaction; Service (business); Forensic engineering; Alkali metal; Engineering; Construction engineering; Civil engineering; Geotechnical engineering; Environmental science; Waste management; Geology; Materials science; Metallurgy; Chemistry; Business; Cement","score_opus":0.01617595505075381,"score_gpt":0.34521369640324734,"score_spread":0.32903774135249353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413448079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989198,0.00036631766,0.0003603907,0.00031376802,0.00010239238,0.00045572632,0.000101402904,0.000058761376,0.009043228],"genre_scores_gemma":[0.99895865,0.000099537254,0.0003263175,0.000025256808,0.0000117088575,0.000059908663,0.00006744803,0.000018862154,0.00043231063],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981937,0.00027095398,0.00049557927,0.00022260963,0.0005543808,0.0002627762],"domain_scores_gemma":[0.998161,0.00047332208,0.00007295019,0.00051340135,0.00067970937,0.00009962585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000982369,0.00012908477,0.0003904485,0.00033417818,0.000028078333,0.000012014237,0.00021159084,0.00014718508,0.000562397],"category_scores_gemma":[0.00025100514,0.0001366846,0.00009241289,0.0009492818,0.00013567987,0.00010306708,0.00011999078,0.00034323186,0.000012743647],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014395615,0.000014588235,0.0010419444,0.00077051914,0.000037880916,0.000001926068,0.00008257126,0.00002191394,0.98741186,0.00011095308,0.0072681657,0.0030937372],"study_design_scores_gemma":[0.0031731261,0.0004597987,0.38205007,0.00095111923,0.00008190079,0.000003353908,0.00027369443,0.04104267,0.5423382,0.0002996019,0.028941125,0.0003853447],"about_ca_topic_score_codex":0.00016492288,"about_ca_topic_score_gemma":0.000037153244,"teacher_disagreement_score":0.44507363,"about_ca_system_score_codex":0.00011491652,"about_ca_system_score_gemma":0.00014907694,"threshold_uncertainty_score":0.6157853},"labels":[],"label_agreement":null},{"id":"W4413937952","doi":"10.1680/aocdar.34037.0019","title":"CORROSION IN PRESTRESSED CONCRETE","year":2005,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Corrosion; Prestressed concrete; Materials science; Forensic engineering; Engineering; Composite material","score_opus":0.013160509025333394,"score_gpt":0.20250125174021605,"score_spread":0.18934074271488266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413937952","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010631065,0.0008384435,0.00018234353,0.000040898693,0.00040638907,0.00028749168,0.000027318654,0.0005051084,0.9966489],"genre_scores_gemma":[0.15135455,0.0010237689,0.0002936061,0.00016626477,0.00022086482,0.000016368891,0.00007659571,0.00012909359,0.8467189],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989864,0.0000061376913,0.0003669113,0.00027077235,0.00016732272,0.00020245474],"domain_scores_gemma":[0.9993503,0.000077798104,0.00003108475,0.000413124,0.000026235532,0.00010147369],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00007545335,0.00030679608,0.00035665464,0.00011988917,0.000014897782,0.000022619959,0.00015697151,0.00039088048,0.007094877],"category_scores_gemma":[0.000014467174,0.0003009045,0.00010926917,0.000021234924,0.000039815808,0.00005854791,0.00005245632,0.0004314092,0.00051107677],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047057058,0.00002042577,0.001360186,0.0025041664,0.000094219715,0.0005051412,0.0012069354,0.0076119215,0.070371814,0.3445488,0.31345615,0.2578497],"study_design_scores_gemma":[0.00064644875,0.000033823962,0.00015572905,0.00032336006,0.0000199932,0.000006276906,0.000006672701,0.01877556,0.0014975157,0.0008496201,0.9769049,0.000780097],"about_ca_topic_score_codex":0.000009324693,"about_ca_topic_score_gemma":0.00013077477,"teacher_disagreement_score":0.66344875,"about_ca_system_score_codex":0.00013137748,"about_ca_system_score_gemma":0.000023838207,"threshold_uncertainty_score":0.9999443},"labels":[],"label_agreement":null},{"id":"W4413951547","doi":"10.1680/icehcd.63754.273","title":"Performance-based specifications for concrete","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Computer science","score_opus":0.07756343135506474,"score_gpt":0.22672459617922422,"score_spread":0.14916116482415948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413951547","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00015107686,0.000058296504,0.004194124,0.000115781186,0.0007847085,0.00057005894,0.00020596123,0.0014669208,0.9924531],"genre_scores_gemma":[0.011537873,0.00023206693,0.0012183302,0.000087480046,0.00023800068,0.00011041415,0.00035158684,0.00015284872,0.9860714],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992656,0.0000015603442,0.00025496542,0.00020768237,0.00011059764,0.00015956331],"domain_scores_gemma":[0.999192,0.00021257496,0.000026790998,0.00041597412,0.00007535392,0.00007727917],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00008988239,0.00021087626,0.00022804321,0.00009741492,0.00005387743,0.000021293632,0.00013357206,0.00020009774,0.00185013],"category_scores_gemma":[0.000018524412,0.00020805215,0.00017087911,0.000024222123,0.00003951136,0.000026718542,0.00001470592,0.00015584701,0.0009952504],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011083087,0.0000025268214,0.00008796445,0.0026905404,0.00016354778,0.00000548259,0.00011390686,0.002870705,0.0034329684,0.5114743,0.41559866,0.06344854],"study_design_scores_gemma":[0.0002776311,0.000034878576,0.000045477613,0.00007228908,0.000033705885,4.7434767e-7,0.0000039705683,0.11657064,0.0006519949,0.0007625333,0.8811666,0.00037980446],"about_ca_topic_score_codex":6.7903443e-7,"about_ca_topic_score_gemma":0.0000056462127,"teacher_disagreement_score":0.5107118,"about_ca_system_score_codex":0.00006779538,"about_ca_system_score_gemma":0.00003831388,"threshold_uncertainty_score":0.99978256},"labels":[],"label_agreement":null},{"id":"W4414005281","doi":"10.34133/cesci.0005","title":"Use of Performance Specifications for Assessing Concrete Durability and Enabling Innovative Concretes","year":2025,"lang":"en","type":"article","venue":"Civil Engineering Sciences","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"","keywords":"Durability; Engineering; Construction engineering; Computer science; Forensic engineering; Programming language","score_opus":0.060205867241856795,"score_gpt":0.2659913808846227,"score_spread":0.20578551364276593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414005281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94236934,0.0004115552,0.05584156,0.000058556663,0.00030351535,0.00023303927,0.000015119142,0.0001744796,0.00059284625],"genre_scores_gemma":[0.9926308,0.00006808101,0.007207114,0.000014921318,0.000017042274,0.000030359672,0.0000027113776,0.0000075684848,0.000021397715],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991228,0.000008399549,0.0003145298,0.00023707178,0.0001068512,0.00021033915],"domain_scores_gemma":[0.9986268,0.0009294618,0.00003928557,0.00018311662,0.00018140516,0.00003988422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050423545,0.00013169882,0.00021251793,0.00018812391,0.00013601058,0.00010579002,0.00014495173,0.00005113958,0.000009288369],"category_scores_gemma":[0.0008798567,0.00012681213,0.000033100343,0.00093893945,0.0002755956,0.00048202096,0.000038721435,0.000098551995,2.9785787e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018874296,0.0000065923223,0.07496298,0.0021707553,0.00005520035,3.7728327e-7,0.00087292877,0.11311044,0.7485626,0.047238715,0.00035250216,0.012648088],"study_design_scores_gemma":[0.00021992721,0.00003650063,0.035948686,0.00026463266,0.000014341015,0.000001354564,0.00020278514,0.8819395,0.07647416,0.00013712197,0.0045079016,0.00025310248],"about_ca_topic_score_codex":0.0000040994723,"about_ca_topic_score_gemma":0.0000028952395,"teacher_disagreement_score":0.76882905,"about_ca_system_score_codex":0.00003949956,"about_ca_system_score_gemma":0.00006080666,"threshold_uncertainty_score":0.51712483},"labels":[],"label_agreement":null},{"id":"W4414099430","doi":"10.3390/buildings15183262","title":"Visual and Non-Destructive Testing of ASR Affected Piers from Montreal’s Champlain Bridge","year":2025,"lang":"en","type":"article","venue":"Buildings","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pier; Cracking; Visual inspection; Relative humidity; Reinforced concrete; Bridge (graph theory); Nondestructive testing","score_opus":0.006983933421593803,"score_gpt":0.22597858483407104,"score_spread":0.21899465141247723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414099430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939179,0.00016606737,0.0038862627,0.000022093365,0.00015853945,0.00014889085,0.000025951244,0.00016336361,0.0015109477],"genre_scores_gemma":[0.9981881,0.000011216984,0.001716152,0.00002473995,0.000022722688,0.0000074469413,0.0000050077538,0.000010521845,0.000014138248],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993867,0.000015002438,0.00017651632,0.00019545524,0.000074417534,0.00015188949],"domain_scores_gemma":[0.9994461,0.00028527947,0.000031714768,0.00013034293,0.00004900786,0.000057587586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000940375,0.00012558344,0.00021377418,0.000081147526,0.000042327276,0.000020200026,0.00007297386,0.00007084856,0.000014702599],"category_scores_gemma":[0.00030043503,0.00013176748,0.000034088935,0.00026098924,0.00005718146,0.00006486426,0.000058455596,0.00011473112,0.0000013125496],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005562714,0.000021352527,0.10000801,0.00020894562,0.00006172533,0.0000066739376,0.001389374,0.00024680927,0.76965094,0.00016848076,0.00096597394,0.12721612],"study_design_scores_gemma":[0.00059729145,0.0000357987,0.9297506,0.00015321914,0.000026672262,0.0000017506379,0.00010789974,0.031375874,0.03697241,0.0006707743,0.00014384645,0.00016385953],"about_ca_topic_score_codex":0.0019296202,"about_ca_topic_score_gemma":0.00009199528,"teacher_disagreement_score":0.8297426,"about_ca_system_score_codex":0.000046201763,"about_ca_system_score_gemma":0.000018342853,"threshold_uncertainty_score":0.5373321},"labels":[],"label_agreement":null},{"id":"W4414517278","doi":"10.1061/jmcee7.mteng-20853","title":"Investigating Deterioration Mechanisms of Outdoor Concrete Staircases Constructed at the Okanagan Campus of UBC","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Reinforced concrete; Frost (temperature); Service life; Precipitation; Cold climate; Compressive strength; Frost heaving","score_opus":0.007491590050891374,"score_gpt":0.21358494429555305,"score_spread":0.2060933542446617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414517278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905616,0.00025589392,0.007700699,0.000041047806,0.0011813686,0.00013658543,0.000026979149,0.00002948292,0.000066338296],"genre_scores_gemma":[0.9983038,0.00003677437,0.0015818344,0.000012749998,0.00003755544,0.000003714962,0.0000020890116,0.0000162416,0.0000052705495],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99846166,0.00006387695,0.0010514683,0.00008327047,0.00018557877,0.0001541134],"domain_scores_gemma":[0.9990626,0.00026738236,0.00030309169,0.00018738913,0.00013650932,0.000043010114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078009936,0.0001494616,0.00047243002,0.00020264667,0.000022712304,0.000023911884,0.00017798015,0.00008530424,0.00009860774],"category_scores_gemma":[0.00063398277,0.00012071476,0.00007336078,0.00024239167,0.0000599834,0.000120511955,0.000068357964,0.00013563917,4.2652997e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002141941,0.0000012284684,0.0003361095,0.0004188109,0.00002480751,0.000004127343,0.00018545338,0.020558713,0.9777769,0.0004159333,0.000034088305,0.00022241625],"study_design_scores_gemma":[0.0005343398,0.0000490512,0.0020329666,0.00064692687,0.000032708635,0.000028412742,0.00021929752,0.006946716,0.98900235,0.00035029178,0.00004951344,0.000107407155],"about_ca_topic_score_codex":0.000018032746,"about_ca_topic_score_gemma":0.000045857127,"teacher_disagreement_score":0.013611997,"about_ca_system_score_codex":0.000119092925,"about_ca_system_score_gemma":0.000057683177,"threshold_uncertainty_score":0.4922605},"labels":[],"label_agreement":null},{"id":"W4414832027","doi":"10.1080/15732479.2025.2567411","title":"Effects of climate change and environmental aggressiveness on onset of corrosion in concrete highway bridge decks","year":2025,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Bridge (graph theory); Corrosion; Climate change; Loss and damage; Reinforced concrete","score_opus":0.002935551119319847,"score_gpt":0.18514668488354946,"score_spread":0.18221113376422962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414832027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996829,0.0018532185,0.000319188,0.000006790183,0.00048368657,0.0002773731,0.00015077695,0.000046910536,0.00003305784],"genre_scores_gemma":[0.99884176,0.0008794303,0.0001754112,0.000028737966,0.000024237088,0.0000096790955,0.00002116377,0.00001843277,0.0000011534855],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99919236,0.000018613444,0.00027707446,0.00020702562,0.000101034006,0.00020389176],"domain_scores_gemma":[0.99958605,0.00013392436,0.000050298975,0.00016212287,0.000008548788,0.00005905262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048186943,0.00023692957,0.0003780469,0.00020232184,0.000023495006,0.000009772799,0.00008028257,0.00016079421,0.000014054463],"category_scores_gemma":[0.00003777673,0.00021735944,0.000036908605,0.0001514257,0.000068155765,0.00008255527,0.00007368854,0.00023888111,1.0462931e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019085182,0.0000049006517,0.0982074,0.004604595,0.000032993623,0.000023437793,0.0013191456,0.0058514415,0.8488925,0.00095103064,0.00007092409,0.039850745],"study_design_scores_gemma":[0.001007635,0.00006077125,0.7556179,0.0007684155,0.000028447943,0.000012122064,0.000030635845,0.015894108,0.2260565,0.0001176427,0.00017266761,0.00023313002],"about_ca_topic_score_codex":0.000006508682,"about_ca_topic_score_gemma":0.0000025360189,"teacher_disagreement_score":0.6574105,"about_ca_system_score_codex":0.000037601425,"about_ca_system_score_gemma":0.000005875822,"threshold_uncertainty_score":0.88636607},"labels":[],"label_agreement":null},{"id":"W4415035672","doi":"10.1617/s11527-025-02808-5","title":"Corrosion-induced cracking in reinforced concrete: the role of concrete cover thickness","year":2025,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Concrete cover; Corrosion; Fracture mechanics; Void (composites); Cracking; Solid mechanics; Scanning electron microscope","score_opus":0.006228449564376517,"score_gpt":0.21911086423256598,"score_spread":0.21288241466818947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415035672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99730104,0.0003299651,0.000046103964,0.000044367902,0.00063074735,0.00021903828,0.000032041145,0.000053432927,0.001343251],"genre_scores_gemma":[0.9997184,0.000050494597,0.000032288182,0.00010945199,0.000026891148,0.00001134417,0.0000068060276,0.000009745913,0.000034552806],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991887,0.00006421057,0.00034631806,0.00014317187,0.0000966228,0.00016095114],"domain_scores_gemma":[0.9994958,0.0001516171,0.000048534403,0.00023837473,0.000038003323,0.000027693168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002331571,0.00014516707,0.00030299003,0.00005361845,0.00006411695,0.000072179726,0.00013831945,0.00011815837,0.00025823317],"category_scores_gemma":[0.00010020095,0.00009987359,0.000030971118,0.00011131743,0.000074469084,0.0000608555,0.000075958,0.00010499976,0.0000012764634],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059711285,5.615232e-8,0.00057791494,0.000091070564,0.000004322646,7.548663e-7,0.00036320422,0.00013315586,0.99114996,0.006969112,0.000050264607,0.00060045463],"study_design_scores_gemma":[0.00048605667,0.000018134928,0.01691429,0.00008407643,0.000013980389,0.0000037947675,0.0003306374,0.0036716978,0.97526443,0.0022154006,0.00084935315,0.000148137],"about_ca_topic_score_codex":0.00013748945,"about_ca_topic_score_gemma":0.000007431984,"teacher_disagreement_score":0.016336374,"about_ca_system_score_codex":0.00001795307,"about_ca_system_score_gemma":0.00002222643,"threshold_uncertainty_score":0.40727267},"labels":[],"label_agreement":null},{"id":"W4415183457","doi":"10.1007/978-3-031-96767-2_11","title":"Evaluation of Residual Load Carrying Capacity of Aging Multi-span Slab-on-Steel Girders Bridge in Changing Climate","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Serviceability (structure); Bridge (graph theory); Girder; Residual; Finite element method; Nonlinear system; Carrying capacity","score_opus":0.036065018824739226,"score_gpt":0.25579034163326264,"score_spread":0.21972532280852342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415183457","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41994,0.024279816,0.44567132,0.0002772734,0.00843014,0.0073014237,0.0011111195,0.00216898,0.09081994],"genre_scores_gemma":[0.9987876,0.00018926777,0.0007200044,0.00001662441,0.00007996436,0.00003085563,0.000025548616,0.000101210324,0.000048921174],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99719155,0.00005076513,0.0008726308,0.00048599043,0.00081621844,0.0005828645],"domain_scores_gemma":[0.99842036,0.00058968633,0.00014972835,0.00056574104,0.0002131461,0.00006133695],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0019866235,0.0005643314,0.0008605737,0.0015062754,0.000032189215,0.000017104594,0.00024841737,0.0005087828,0.00006254852],"category_scores_gemma":[0.00093250035,0.00066720095,0.00018735332,0.00041066017,0.000045969195,0.00008168583,0.00012419741,0.001057724,0.0000017663331],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011876862,0.000009778561,0.00041712486,0.0018481318,0.000047287813,0.000006030198,0.0015805869,0.97723716,0.009892668,0.00048097293,0.0000049201576,0.008463436],"study_design_scores_gemma":[0.0015495685,0.00003960295,0.002080723,0.0074635255,0.00017603928,0.000004056575,0.000022439102,0.96498764,0.022173386,0.00043770377,0.00017483806,0.0008904988],"about_ca_topic_score_codex":0.00009507439,"about_ca_topic_score_gemma":0.003118854,"teacher_disagreement_score":0.5788476,"about_ca_system_score_codex":0.0012858707,"about_ca_system_score_gemma":0.00013330263,"threshold_uncertainty_score":0.99957794},"labels":[],"label_agreement":null},{"id":"W4415184583","doi":"10.1007/978-3-031-96767-2_4","title":"Analytical Evaluation of Load-Carrying Capacity of Corroded Reinforced Concrete Beams","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Spall; Concrete cover; Cracking; Reinforcement; Rebar; Finite element method; Beam (structure); Corrosion","score_opus":0.022621012570511457,"score_gpt":0.23470612058354307,"score_spread":0.2120851080130316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415184583","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.044590913,0.0047862004,0.7173383,0.000062418854,0.0031933733,0.0024191472,0.00028057423,0.0008384813,0.22649056],"genre_scores_gemma":[0.9985607,0.000064284155,0.0008689944,0.000013140153,0.000070530376,0.000015664082,0.000038004815,0.00006689924,0.00030174502],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99765563,0.000022860944,0.0009058623,0.0003514827,0.0007703133,0.0002938519],"domain_scores_gemma":[0.99824375,0.00056210405,0.00013972652,0.00062290515,0.0003507143,0.00008081209],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000848138,0.00047358882,0.00093707844,0.00039646166,0.00001657161,0.000012459432,0.00024136939,0.0006449558,0.00037048335],"category_scores_gemma":[0.0015396811,0.00052335224,0.00027661744,0.00020295272,0.00007515548,0.000062759544,0.00007492569,0.0008353831,0.00000232026],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017779343,7.00215e-7,0.000027608932,0.0011934314,0.000078417135,0.000002067674,0.0002577724,0.9785961,0.013364774,0.0042973375,0.000029498244,0.0021345264],"study_design_scores_gemma":[0.0005713723,0.000029338298,0.000040815587,0.0013120847,0.00021464188,0.0000028866305,0.0000021708356,0.9815563,0.014655939,0.0008593551,0.00032979768,0.00042530245],"about_ca_topic_score_codex":0.000034406665,"about_ca_topic_score_gemma":0.000097926146,"teacher_disagreement_score":0.95396984,"about_ca_system_score_codex":0.0008208039,"about_ca_system_score_gemma":0.0001859138,"threshold_uncertainty_score":0.9997218},"labels":[],"label_agreement":null},{"id":"W4415292542","doi":"10.2749/ghent.2025.1927","title":"Review on experimental and numerical approaches to the combined effect of carbonation and chloride ingress in reinforced concrete","year":2025,"lang":"en","type":"article","venue":"Report","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Carbonation; Chloride; Durability; Corrosion; Reinforced concrete; Carbonatation","score_opus":0.023995472782675102,"score_gpt":0.2589092952842609,"score_spread":0.23491382250158577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415292542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941718,0.0025894234,0.000096714226,0.00023823684,0.00008884628,0.00046359052,5.427623e-7,0.000026929818,0.0023239304],"genre_scores_gemma":[0.99968386,0.000111568785,0.000010736784,0.0000888117,0.0000048274023,0.00005337043,0.0000031143134,0.0000038144149,0.000039925868],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952173,0.000028625536,0.00021457682,0.00010886092,0.00006813683,0.00005804531],"domain_scores_gemma":[0.9996658,0.000116039606,0.000026329006,0.00015936777,0.0000073010006,0.000025192683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039144707,0.00007024706,0.00019226644,0.0000306931,0.00001350746,0.0000061439114,0.000030932493,0.000024242296,0.000002467081],"category_scores_gemma":[0.00021529259,0.000048770526,0.000019640122,0.000118396805,0.000019151006,0.00001880691,0.000032621814,0.00006290612,2.4939527e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0049201385,0.000043456814,0.25929695,0.040912382,0.00040720173,0.0004857682,0.008261047,0.008981543,0.5303908,0.01818482,0.008718777,0.11939712],"study_design_scores_gemma":[0.0022279317,0.00070525834,0.039372027,0.004343947,0.00007831864,0.000103571365,0.0001419502,0.1448703,0.80139285,0.000020584901,0.0062667322,0.00047655945],"about_ca_topic_score_codex":0.000023958453,"about_ca_topic_score_gemma":7.59646e-7,"teacher_disagreement_score":0.27100202,"about_ca_system_score_codex":0.00002995331,"about_ca_system_score_gemma":0.000007577981,"threshold_uncertainty_score":0.19888043},"labels":[],"label_agreement":null},{"id":"W4415619303","doi":"10.62638/zasmat1418","title":"Assessing the Impact of AC, DC, and Hybrid AC/DC Stray Currents on Cathodic Protection Efficiency","year":2025,"lang":"sr","type":"article","venue":"Zastita materijala","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CIMA+ (Canada)","funders":"","keywords":"Stray voltage; Cathodic protection; Current (fluid); Corrosion; Demagnetizing field; Pipeline (software); Alternating current","score_opus":0.02312520926934378,"score_gpt":0.31948600220540857,"score_spread":0.29636079293606477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415619303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9893434,0.0005587226,0.0062513906,0.000090702175,0.0014194909,0.00067931105,0.00009999372,0.00011276315,0.0014442172],"genre_scores_gemma":[0.999652,0.000065915854,0.000036363563,0.00001262809,0.000054259293,0.00002595968,0.000009893393,0.000025928133,0.00011699999],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9983246,0.00017162973,0.00047916957,0.00041023814,0.00022855241,0.0003858257],"domain_scores_gemma":[0.99901795,0.00012332761,0.00013023124,0.0005513274,0.00008192576,0.000095230746],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00050967355,0.00034581122,0.0003759836,0.00016042298,0.00022297695,0.0003563463,0.00024762188,0.00011344364,0.0002170961],"category_scores_gemma":[0.00023651135,0.00025172325,0.00014812435,0.0003216245,0.0001561271,0.00026141715,0.00014509124,0.00036648576,0.000027449682],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002721613,0.00038867447,0.021535194,0.0032101301,0.00011157002,0.00001854862,0.0014005738,0.0068679987,0.82421345,0.00034886954,0.00069185364,0.14094096],"study_design_scores_gemma":[0.0016345549,0.0007360925,0.76228917,0.0026982797,0.00019604861,0.000047821617,0.00053743116,0.096125245,0.13420129,0.000256396,0.00047454037,0.00080311834],"about_ca_topic_score_codex":0.00032210263,"about_ca_topic_score_gemma":0.000004563513,"teacher_disagreement_score":0.740754,"about_ca_system_score_codex":0.0002128698,"about_ca_system_score_gemma":0.00011360995,"threshold_uncertainty_score":0.9999935},"labels":[],"label_agreement":null},{"id":"W4415702496","doi":"10.2139/ssrn.5682029","title":"Assessing the condition of concrete bridge decks subjected to corrosion and fatigue in a changing climate using non-homogeneous Markov processes","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Bridge (graph theory); Climate change; Markov chain; Bridge maintenance; Reinforced concrete; Population","score_opus":0.02006082058280593,"score_gpt":0.30621326214536415,"score_spread":0.2861524415625582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415702496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.859858,0.0058852723,0.1317383,0.00013333894,0.0008837751,0.0012371665,0.00007399128,0.000046080655,0.00014409922],"genre_scores_gemma":[0.98407596,0.015096187,0.0003822064,0.000072526585,0.00018099805,0.000043950993,0.00003577531,0.000074362004,0.000038004622],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99239635,0.0005002446,0.0017579664,0.0008371213,0.0005775551,0.003930765],"domain_scores_gemma":[0.9970678,0.00063441397,0.00082251226,0.0005731098,0.0006688866,0.00023327368],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.005666272,0.0008143269,0.0012184125,0.0013413975,0.0007484257,0.0005098179,0.0006437708,0.0005175138,0.00003787682],"category_scores_gemma":[0.0008426705,0.0007484929,0.00026755407,0.0020432083,0.00017017678,0.00042730526,0.0008512348,0.0048522837,0.0000018170668],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002045256,0.00012612369,0.061397597,0.013646082,0.00061872206,0.00012296304,0.018698374,0.058609195,0.7630913,0.0025122552,0.00002787353,0.0791042],"study_design_scores_gemma":[0.010911241,0.0014721522,0.049251813,0.046732485,0.0024190522,0.006070535,0.039642103,0.71619743,0.108890295,0.0119856475,0.00019463892,0.0062326086],"about_ca_topic_score_codex":0.00026243422,"about_ca_topic_score_gemma":0.0010928441,"teacher_disagreement_score":0.65758824,"about_ca_system_score_codex":0.0026905388,"about_ca_system_score_gemma":0.0057780477,"threshold_uncertainty_score":0.99985826},"labels":[],"label_agreement":null},{"id":"W4416633920","doi":"10.11159/ijci.2025.018","title":"Corrosion Assessment of Reinforced Concrete Made with Secondary Treated Wastewater and Fly Ash, with Sodium Nitrite as a Corrosion Inhibitor","year":2025,"lang":"","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion inhibitor; Corrosion; Reinforced concrete; Sodium nitrite; Wastewater; Fly ash","score_opus":0.0038583040910739074,"score_gpt":0.2335759459771675,"score_spread":0.2297176418860936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416633920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9851264,0.0004918489,0.0071826265,0.00075821165,0.002092978,0.00047254792,0.0001700855,0.00003957627,0.00366572],"genre_scores_gemma":[0.9963647,0.0003508932,0.0017752581,0.0002979025,0.00025110244,0.000006507754,0.000049107042,0.000053770404,0.00085076405],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.996091,0.00015120512,0.0016493307,0.00043171772,0.001283732,0.00039302223],"domain_scores_gemma":[0.9961916,0.00028260046,0.001115319,0.00038059975,0.0017171137,0.00031276757],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004404442,0.00065010146,0.0010269235,0.000772891,0.00012393777,0.0002785734,0.0005902868,0.00039775085,0.0011740723],"category_scores_gemma":[0.00010532936,0.0004717656,0.00024118467,0.00042456924,0.0003959322,0.0007491554,0.00025268111,0.0014355382,0.0000019463394],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009073677,0.00002370703,0.040126335,0.00068786717,0.00057150435,0.0003429029,0.001295885,0.009130413,0.93156886,0.00092376606,0.002584312,0.0036707625],"study_design_scores_gemma":[0.036855847,0.0075536687,0.10622465,0.01626279,0.0014506096,0.0045452616,0.0025143484,0.064135954,0.74635667,0.0010151458,0.0110433195,0.002041764],"about_ca_topic_score_codex":0.000038400256,"about_ca_topic_score_gemma":0.000052057312,"teacher_disagreement_score":0.18521222,"about_ca_system_score_codex":0.0004857715,"about_ca_system_score_gemma":0.000957314,"threshold_uncertainty_score":0.9997734},"labels":[],"label_agreement":null},{"id":"W4417047199","doi":"10.1088/1755-1315/1558/1/012041","title":"Experimental Investigation and Nonlinear Finite Element Analysis of Corroded Reinforced Concrete Elements Retrofitted with Strain-Hardening Cementitious Composites (SHCCs) and Fiber-Reinforced Polymers (FRPs)","year":2025,"lang":"","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Retrofitting; Fibre-reinforced plastic; Brittleness; Finite element method; Flexural strength; Corrosion; Deformation (meteorology)","score_opus":0.00887173957153864,"score_gpt":0.20828684349256668,"score_spread":0.19941510392102804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417047199","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99702275,0.00050427887,0.00066858355,0.00008546379,0.00008722952,0.00061054056,0.00038390092,0.000039632956,0.0005976276],"genre_scores_gemma":[0.9962572,0.0004994773,0.002047806,0.00013438507,0.000008315275,0.00001997945,0.00024391738,0.00001361605,0.0007753251],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9970716,0.00006573193,0.00081818696,0.0008170313,0.00063121546,0.00059622043],"domain_scores_gemma":[0.99876434,0.00008770238,0.00028900878,0.0003883676,0.000049225837,0.0004213649],"candidate_categories":["metaepi_narrow","sts","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00040261121,0.0004858613,0.0006501921,0.00044261472,0.00059474487,0.00033988158,0.0002330423,0.00011255003,0.0009772615],"category_scores_gemma":[0.00004152824,0.00048804175,0.000070854665,0.0008841614,0.0032763302,0.00085398194,0.00039475434,0.00022116941,0.0000020524926],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028080348,0.0000043967684,0.0060220803,0.000110394765,0.0002199914,0.000004367717,0.0022121153,0.0028916704,0.98595333,0.00034885874,0.000001793842,0.0019502193],"study_design_scores_gemma":[0.0017210427,0.0007985173,0.028350415,0.00018665407,0.0004766586,0.0000066373045,0.0063027395,0.3988246,0.5627259,0.000003268284,0.00009445504,0.00050914095],"about_ca_topic_score_codex":0.00017599491,"about_ca_topic_score_gemma":0.000042440028,"teacher_disagreement_score":0.42322743,"about_ca_system_score_codex":0.00010224769,"about_ca_system_score_gemma":0.00012908576,"threshold_uncertainty_score":0.999936},"labels":[],"label_agreement":null},{"id":"W4417047796","doi":"10.1080/15732479.2025.2593587","title":"Deterioration modelling of reinforced concrete bridge decks exposed to chlorides in a changing climate","year":2025,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Government of Canada","keywords":"Reinforced concrete; Bridge (graph theory); Bridge deck; Bridge maintenance","score_opus":0.007173503904658762,"score_gpt":0.20028587845230644,"score_spread":0.19311237454764768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417047796","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9199443,0.00022318737,0.07873905,0.00001304903,0.00052466965,0.0002629063,0.000028607286,0.00014985017,0.0001144177],"genre_scores_gemma":[0.99612576,0.00005830831,0.0036488585,0.000055519115,0.00005175366,0.00001153997,0.000014932593,0.000025651863,0.000007680875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878895,0.000006930268,0.00044313178,0.0002388636,0.000109582215,0.00041255547],"domain_scores_gemma":[0.99954844,0.00004820867,0.000035514044,0.00023243878,0.000046155375,0.00008924061],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012598252,0.0002652638,0.0003711129,0.0006861834,0.000047535428,0.000043459477,0.0001246714,0.0001538255,0.000020074069],"category_scores_gemma":[0.000054093653,0.0002686371,0.000050143288,0.0007947229,0.000020413025,0.00018239491,0.000088063156,0.00025140474,4.164693e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033135977,1.0704115e-7,0.0007144646,0.00034952632,0.000010957098,0.0000017911033,0.0010309467,0.5873624,0.4074347,0.0010095458,0.00002080905,0.0020316022],"study_design_scores_gemma":[0.0005306369,0.000025020283,0.0088365665,0.00030417542,0.000016507242,0.000006574,0.000121516474,0.84582394,0.1435613,0.00014378769,0.00030013325,0.0003298071],"about_ca_topic_score_codex":0.0000064277033,"about_ca_topic_score_gemma":0.000004216242,"teacher_disagreement_score":0.2638734,"about_ca_system_score_codex":0.00007148833,"about_ca_system_score_gemma":0.000021790698,"threshold_uncertainty_score":0.9999766},"labels":[],"label_agreement":null},{"id":"W4417128633","doi":"10.64628/aam.saa7d3jt6","title":"Aging bridges are crumbling. Here’s how new technologies can help detect danger earlier","year":2025,"lang":"","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Emerging technologies; Key (lock); Work (physics); Field (mathematics); Scope (computer science)","score_opus":0.018013768181261675,"score_gpt":0.2362892861527308,"score_spread":0.2182755179714691,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417128633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7074932,0.04569485,0.107745774,0.10427428,0.006450834,0.0019706162,0.00008451599,0.010497802,0.015788134],"genre_scores_gemma":[0.9743335,0.0013403352,0.0014694947,0.00039965592,0.00013497377,0.000031192325,0.0000035482208,0.000063440566,0.022223853],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99714786,0.0000682079,0.0005419494,0.00093338004,0.0003311886,0.0009774131],"domain_scores_gemma":[0.99781334,0.00028640035,0.00010933978,0.0014094055,0.00016805332,0.00021342894],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030222925,0.00067004224,0.00075637875,0.0004910893,0.00028113739,0.00059984985,0.00072961353,0.0005760613,0.0005462071],"category_scores_gemma":[0.001023784,0.00066903565,0.00034034188,0.0011857133,0.00019434233,0.00024193144,0.00065650843,0.000952661,0.000076852055],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047375775,0.000030501333,0.040020313,0.0010164634,0.00016646515,0.000057245383,0.000441054,0.0009377648,0.02184769,0.0008351529,0.035880167,0.8987198],"study_design_scores_gemma":[0.0031165022,0.0001952809,0.041268405,0.0030057654,0.0004295614,0.000031096948,0.0253025,0.06581772,0.49422652,0.0018163895,0.36133835,0.0034519045],"about_ca_topic_score_codex":0.0007468612,"about_ca_topic_score_gemma":0.0023366078,"teacher_disagreement_score":0.8952679,"about_ca_system_score_codex":0.00044129594,"about_ca_system_score_gemma":0.00026585752,"threshold_uncertainty_score":0.9995761},"labels":[],"label_agreement":null},{"id":"W4417147920","doi":"10.18280/acsm.490511","title":"Preparation and Characterization of a Low-Cost and Environmentally Friendly Epoxy Coating for Concrete Structures Protection","year":2025,"lang":"","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Environmentally friendly; Epoxy; Coating; Characterization (materials science); Raw material","score_opus":0.018406397968986632,"score_gpt":0.2681424030573978,"score_spread":0.24973600508841115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417147920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8825367,0.00025442618,0.115354486,0.000091483016,0.00019397774,0.0013409678,0.000080118945,0.000037695077,0.00011010541],"genre_scores_gemma":[0.99631256,0.00035133344,0.0030792484,0.00005057469,0.000032173688,0.00010197118,0.000021360971,0.000013173571,0.00003760721],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983906,0.00005591019,0.0004809016,0.00050170027,0.00020750928,0.00036333484],"domain_scores_gemma":[0.99921936,0.00009766943,0.0001972111,0.0002358256,0.0001169009,0.00013302847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007859031,0.00022784012,0.00027494135,0.00021187564,0.0005145714,0.00023045394,0.00015600586,0.00011696432,0.000025167647],"category_scores_gemma":[0.00041471823,0.00023999454,0.000051938463,0.0003396766,0.00096175674,0.0006740223,0.00012422787,0.00012756878,7.8253936e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001486792,0.000005275861,0.0022132108,0.0009876803,0.000009952316,2.5473625e-7,0.0018010824,0.00031364622,0.9701235,0.0011916774,0.000003826084,0.02320117],"study_design_scores_gemma":[0.00082812103,0.00026745486,0.1770797,0.0004688115,0.000058681926,0.000017201117,0.00063549145,0.32598874,0.4923406,0.0016713894,0.00032686474,0.00031694814],"about_ca_topic_score_codex":0.000020585903,"about_ca_topic_score_gemma":0.000012624393,"teacher_disagreement_score":0.47778296,"about_ca_system_score_codex":0.00015672384,"about_ca_system_score_gemma":0.00017646365,"threshold_uncertainty_score":0.97866935},"labels":[],"label_agreement":null},{"id":"W52420209","doi":"10.5006/c2000-00362","title":"Generation of near Neutral pH and High pH SCC Environments on Buried Pipelines","year":2000,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nova Chemicals (Canada)","funders":"","keywords":"Pipeline transport; Corrosion; Materials science; Chemistry; Computer science; Petroleum engineering; Environmental science; Metallurgy; Geology; Environmental engineering","score_opus":0.019478909963509528,"score_gpt":0.21012564630899347,"score_spread":0.19064673634548393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W52420209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99740064,0.00003881132,0.00036655387,0.00006803978,0.00007408892,0.00007000423,0.0000045326765,0.000048405807,0.0019289494],"genre_scores_gemma":[0.9986534,0.00007489817,0.0003351832,0.00007247515,0.000062271334,0.000002729433,0.000009448183,0.000007711196,0.00078184647],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963266,0.000009661696,0.00012421804,0.00009918733,0.0000589073,0.00007536028],"domain_scores_gemma":[0.9998127,0.00001295976,0.0000070029237,0.00012469587,0.0000032168427,0.000039376657],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0000373264,0.00007038308,0.00008368505,0.000012303524,0.00002429829,0.000012237057,0.000028316308,0.000036811463,0.001325405],"category_scores_gemma":[0.000003898977,0.00006167842,0.000018858362,0.00002773996,0.000025977413,0.000046869343,0.000005625583,0.00003915308,0.000037919275],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000743575,0.000055746288,0.0021117458,0.000047007383,0.000013126543,0.000001860415,0.0003483619,0.054870922,0.8092083,0.00041247092,0.0030246973,0.12983142],"study_design_scores_gemma":[0.0010403414,0.00011988756,0.034548707,0.000012336047,0.000016696791,0.0000015962551,0.000018553217,0.40429124,0.54180974,0.000081713035,0.017791457,0.0002677319],"about_ca_topic_score_codex":0.000031820917,"about_ca_topic_score_gemma":0.000009156786,"teacher_disagreement_score":0.3494203,"about_ca_system_score_codex":0.000010828723,"about_ca_system_score_gemma":0.000002324268,"threshold_uncertainty_score":0.99958754},"labels":[],"label_agreement":null},{"id":"W563813226","doi":"","title":"A Deterioration Model for Concrete Bridge Deck Using System Reliability Analysis","year":2013,"lang":"en","type":"article","venue":"Transportation Research Board 92nd Annual MeetingTransportation Research Board","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Spall; Bridge (graph theory); Reliability (semiconductor); Service life; Reliability engineering; Structural engineering; Engineering; Finite element method; Computer science","score_opus":0.08199572826775245,"score_gpt":0.3613656581417011,"score_spread":0.2793699298739486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W563813226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9167554,0.00013137731,0.07683582,0.00031069058,0.00015818253,0.0038371638,0.0010664474,0.0007233084,0.0001816312],"genre_scores_gemma":[0.9855471,0.00008222388,0.011470038,0.00002832057,0.00012577302,0.0017236164,0.00075245916,0.00013372522,0.00013669013],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99149334,0.00075287436,0.0017888198,0.0012890146,0.002866018,0.0018099153],"domain_scores_gemma":[0.9902067,0.0012976668,0.00016270357,0.00096742064,0.006534774,0.0008307453],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0059591928,0.0005324811,0.00089756347,0.0016416006,0.0009864529,0.0004119208,0.00066315074,0.00045922791,0.00023393922],"category_scores_gemma":[0.00041358228,0.0005573385,0.0006174365,0.0037216458,0.00060236786,0.0013873924,0.000015649413,0.0012084483,0.000080373815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019917705,0.00017948139,0.15517204,0.0074075027,0.001071431,0.00006172242,0.02562054,0.5333523,0.25855142,0.0041679614,0.009576813,0.0028469856],"study_design_scores_gemma":[0.0010601215,0.00017829407,0.2752459,0.00013533421,0.00019477257,2.775822e-7,0.0033761705,0.7170411,0.0013553117,0.0003995218,0.00048240717,0.00053077075],"about_ca_topic_score_codex":0.006496839,"about_ca_topic_score_gemma":0.0040562754,"teacher_disagreement_score":0.2571961,"about_ca_system_score_codex":0.0007316093,"about_ca_system_score_gemma":0.00042073074,"threshold_uncertainty_score":0.9996878},"labels":[],"label_agreement":null},{"id":"W565067039","doi":"","title":"Must-slide rule","year":2011,"lang":"en","type":"article","venue":"Roads & bridges/Roads & bridges (Des Plaines, Ill. Online)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Compromise; Bridge (graph theory); Durability; Engineering; Schedule; Bridge deck; Forensic engineering; Deck; Civil engineering; Construction engineering; Computer science; Structural engineering; Political science; Law","score_opus":0.03368541152499636,"score_gpt":0.23002025565309142,"score_spread":0.19633484412809507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W565067039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9759453,0.003498426,0.0038281255,0.00035181895,0.0025521782,0.00082682655,0.00076228834,0.0029404548,0.009294609],"genre_scores_gemma":[0.988421,0.0015136733,0.00417275,0.00086283416,0.0012687853,0.000100467296,0.0006830603,0.0003405008,0.0026368848],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.994249,0.00019962076,0.0015544053,0.0013664251,0.0008308859,0.0017996472],"domain_scores_gemma":[0.9960694,0.00028612968,0.00023812143,0.0019262703,0.0005727288,0.00090735464],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.00075697986,0.0012837682,0.0012844322,0.0004915676,0.0004412493,0.00019588828,0.0012957195,0.00058244244,0.0013268742],"category_scores_gemma":[0.00060741766,0.0013075079,0.00063603575,0.00091824547,0.0005194573,0.0007680296,0.00044025556,0.0010635116,0.00080625137],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014105607,0.002742318,0.17325808,0.0025322228,0.00093886064,0.0016138282,0.009487879,0.009034929,0.06250632,0.0022712697,0.13893506,0.59526867],"study_design_scores_gemma":[0.004220826,0.0005304719,0.686665,0.00061075843,0.00044927982,0.0007677319,0.0014766565,0.075283386,0.025641806,0.00059768034,0.19910064,0.0046557756],"about_ca_topic_score_codex":0.0015573795,"about_ca_topic_score_gemma":0.0008341315,"teacher_disagreement_score":0.5906129,"about_ca_system_score_codex":0.00053457054,"about_ca_system_score_gemma":0.00017521589,"threshold_uncertainty_score":0.9999914},"labels":[],"label_agreement":null},{"id":"W567295018","doi":"10.1201/b12352-590","title":"Modelling inspection and fatigue retrofitting by post-weld treatment in bridge management systems","year":2012,"lang":"en","type":"book-chapter","venue":"Bridge maintenance, safety and management","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Retrofitting; Bridge (graph theory); Structural engineering; Welding; Engineering; Forensic engineering; Mechanical engineering; Medicine; Surgery","score_opus":0.0221707466364685,"score_gpt":0.208891932254037,"score_spread":0.18672118561756848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W567295018","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0036781917,0.02790478,0.13568062,0.0004216343,0.0022472658,0.006339027,0.00055684795,0.0012167363,0.8219549],"genre_scores_gemma":[0.7079518,0.1759402,0.000486775,0.00016038255,0.0002232651,0.00024455192,0.00038130634,0.00020737812,0.11440435],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99767077,0.000027785616,0.0007608552,0.00069973647,0.0002686508,0.0005722197],"domain_scores_gemma":[0.99910337,0.000041345404,0.0001430945,0.00048305752,0.000042958447,0.00018617716],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00039729636,0.0006377583,0.0006980562,0.00029073367,0.00015493736,0.00009440952,0.00013227812,0.00022790799,0.000021683083],"category_scores_gemma":[0.0000026925102,0.0006234268,0.00012133866,0.0000714963,0.00008067517,0.00016679638,0.00020725906,0.0002863203,0.000019106112],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00085926533,0.00017276139,0.00050484523,0.011994866,0.0013410008,0.0004778574,0.0014558829,0.050725255,0.000049815597,0.50023615,0.017091608,0.41509068],"study_design_scores_gemma":[0.0031503434,0.00019788028,0.005380453,0.0026635935,0.00044809782,0.00005957523,0.00034812916,0.15963762,0.000010103282,0.00042431988,0.8259886,0.001691277],"about_ca_topic_score_codex":0.00032297007,"about_ca_topic_score_gemma":0.00006521399,"teacher_disagreement_score":0.808897,"about_ca_system_score_codex":0.00072505116,"about_ca_system_score_gemma":0.0000058130795,"threshold_uncertainty_score":0.9996217},"labels":[],"label_agreement":null},{"id":"W569957472","doi":"","title":"FRP Rebar in Bridge Decks for Greater Deck Longevity","year":2008,"lang":"en","type":"article","venue":"2008 Concrete Bridge ConferenceFederal Highway AdministrationNational Concrete Bridge CouncilMissouri Department of TransportationAmerican Concrete Institute (ACI)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Rebar; Bridge (graph theory); Engineering; Structural engineering; Forensic engineering; Bridge deck; Deck; Civil engineering","score_opus":0.06952223695449543,"score_gpt":0.27238634517319854,"score_spread":0.2028641082187031,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W569957472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9659123,0.0008255327,0.017346332,0.00068923837,0.0014295146,0.0030149582,0.0074133906,0.00064552197,0.002723204],"genre_scores_gemma":[0.98546714,0.0007294327,0.0035775655,0.0006333224,0.00038727222,0.0008718303,0.00790395,0.00015037385,0.00027912806],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99166,0.00022538012,0.003083091,0.0016084963,0.0021083795,0.0013146742],"domain_scores_gemma":[0.9943426,0.0006863892,0.0008017606,0.000972899,0.0023895083,0.000806823],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0010042388,0.0013408442,0.0018499115,0.00051971833,0.00071705226,0.00017227865,0.00092598086,0.00053730834,0.0005965272],"category_scores_gemma":[0.00058151426,0.0015417675,0.0007836234,0.0008946065,0.0017062114,0.0013955686,0.000049470676,0.00071186124,0.00006681615],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.021808041,0.00029009447,0.41507477,0.00732437,0.006498891,0.0054595987,0.026257347,0.0154035315,0.19259736,0.1389555,0.16163968,0.008690814],"study_design_scores_gemma":[0.0127394,0.001284451,0.8336736,0.0005087826,0.00043461262,0.00050094357,0.0001598357,0.02080442,0.013651898,0.00032430192,0.11184638,0.004071366],"about_ca_topic_score_codex":0.00044710972,"about_ca_topic_score_gemma":0.00042085818,"teacher_disagreement_score":0.41859883,"about_ca_system_score_codex":0.0008737784,"about_ca_system_score_gemma":0.0033531422,"threshold_uncertainty_score":0.99993426},"labels":[],"label_agreement":null},{"id":"W571786748","doi":"10.1016/j.conbuildmat.2015.05.011","title":"Durable design of reinforced concrete elements against corrosion","year":2015,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Rebar; Corrosion; Durability; Materials science; Concrete cover; Flexural strength; Service life; Structural engineering; Composite material; Reinforced concrete; Engineering","score_opus":0.025431948645562304,"score_gpt":0.2320189809689717,"score_spread":0.2065870323234094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W571786748","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9726017,0.00006218518,0.025283067,0.000011015179,0.0013085912,0.00020596397,0.000017218481,0.00017239634,0.00033784617],"genre_scores_gemma":[0.9883821,0.00011221388,0.011380979,0.000026699418,0.000040791903,0.000008889282,0.000009601793,0.000013826057,0.00002492412],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991405,0.000055523615,0.00039904413,0.00013650762,0.00011985224,0.00014855464],"domain_scores_gemma":[0.999528,0.000036907957,0.00008672347,0.00014988772,0.00008742386,0.00011105716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044081153,0.00012597865,0.00024361549,0.000068987574,0.000045019642,0.000049763214,0.00006123194,0.000078029494,0.0001165047],"category_scores_gemma":[0.000111298235,0.000120100165,0.00002072352,0.00008546929,0.00009446733,0.00014438551,0.000035494402,0.000043094813,0.0000066822854],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053925938,2.6971603e-7,0.00020684121,0.000056683773,0.0000038795392,0.0000010218612,0.00006054277,0.0007784956,0.9965857,0.00039851302,0.00035661572,0.0014974863],"study_design_scores_gemma":[0.000760208,0.000036694644,0.000037332687,0.00006551373,0.000011611372,0.000031797757,0.00015601597,0.006846147,0.9909218,0.000112046655,0.0008741051,0.0001467121],"about_ca_topic_score_codex":0.000005767023,"about_ca_topic_score_gemma":1.02737616e-7,"teacher_disagreement_score":0.015780358,"about_ca_system_score_codex":0.000037554266,"about_ca_system_score_gemma":0.000024504316,"threshold_uncertainty_score":0.48975426},"labels":[],"label_agreement":null},{"id":"W574121229","doi":"","title":"ICE LOADS ON THE PIERS OF CONFEDERATION BRIDGE, CANADA","year":2000,"lang":"en","type":"article","venue":"The Structural engineer","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Pier; Engineering; Structural engineering; Geology; Forensic engineering","score_opus":0.006936076158757246,"score_gpt":0.17962204700223383,"score_spread":0.1726859708434766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W574121229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98646903,0.00005592747,0.000048658225,0.0006736503,0.00031185182,0.00012974408,0.000021713058,0.00006021258,0.012229209],"genre_scores_gemma":[0.9993324,0.000006470694,0.0000088660345,0.00022443515,0.00005478484,0.0000038345675,0.0000052393566,0.000010185185,0.00035376282],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994998,0.000019579322,0.00013140627,0.00006969725,0.000153338,0.00012616524],"domain_scores_gemma":[0.9995581,0.00012125019,0.000011093078,0.00025280876,0.000024331881,0.000032443848],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006795445,0.00010224799,0.000094204595,0.000008936926,0.00006590004,0.000015448933,0.00014091904,0.000026023066,0.0013139914],"category_scores_gemma":[0.000028317505,0.00005517321,0.000034525998,0.00005856669,0.000031905485,0.000029226896,0.0000060153047,0.00013824076,0.000008117351],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008176366,0.0000030912563,0.00018192889,0.00008266078,0.0000958487,0.0000038029916,0.001367439,0.88048744,0.025106896,0.0141129615,0.035636924,0.042839237],"study_design_scores_gemma":[0.000840962,0.000081556456,0.09092625,0.000052673222,0.00006824575,0.00002662721,0.00028043776,0.7660094,0.07528258,0.00050430757,0.06516695,0.00076004356],"about_ca_topic_score_codex":0.01324838,"about_ca_topic_score_gemma":0.010712921,"teacher_disagreement_score":0.11447808,"about_ca_system_score_codex":0.00005181885,"about_ca_system_score_gemma":0.000031605396,"threshold_uncertainty_score":0.9995989},"labels":[],"label_agreement":null},{"id":"W574372706","doi":"","title":"The Bow River Bridge – A Precast Record","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Girder; Pier; Structural engineering; Engineering; Prestressed concrete; Bridge (graph theory); Span (engineering); Structural load; Expansion joint; Geotechnical engineering; Forensic engineering","score_opus":0.040046694204015576,"score_gpt":0.2555065274500129,"score_spread":0.21545983324599732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W574372706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94762856,0.0060606436,0.005607783,0.0018808652,0.0019767869,0.00084354426,0.000053197335,0.0009600482,0.034988545],"genre_scores_gemma":[0.9953584,0.0011875106,0.00046215404,0.00039248622,0.0004372281,0.00005552016,0.000007180272,0.00003875781,0.0020607593],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989083,0.00005924815,0.0003308748,0.00022059373,0.00014802483,0.000332992],"domain_scores_gemma":[0.99909765,0.0001128078,0.000036677164,0.0005895013,0.000037388014,0.00012598197],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00033873421,0.0001820223,0.00019653905,0.00003002588,0.00014449375,0.00007103461,0.0002589928,0.00006422193,0.00029077017],"category_scores_gemma":[0.000079358506,0.00013409113,0.00014678482,0.0001629343,0.00007493663,0.00013293854,0.00006109915,0.00021310522,0.0012887617],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015615193,0.000011656051,0.00090200984,0.000025631465,0.000009045479,0.0000026558434,0.00045232213,0.00009733497,0.0019062754,0.000073436335,0.18123373,0.8152703],"study_design_scores_gemma":[0.00020580871,0.000018583332,0.046678137,0.000016956443,0.000009100775,0.000012376319,0.0000056341632,0.0131754745,0.00074747595,0.000024765171,0.9389235,0.00018218995],"about_ca_topic_score_codex":0.000041944208,"about_ca_topic_score_gemma":0.00045625295,"teacher_disagreement_score":0.8150881,"about_ca_system_score_codex":0.00008817182,"about_ca_system_score_gemma":0.000016525439,"threshold_uncertainty_score":0.99948883},"labels":[],"label_agreement":null},{"id":"W579131866","doi":"","title":"BLASTING IS NO WAY OUT : QUEBEC ESCAPES FUTURE PROBLEMS BY SCRAPPING TRADITIONAL METHOD IN FAVOR OF A HIGH-PRESSURE WATER CLEANING AND OVERCOAT SYSTEM","year":2003,"lang":"en","type":"article","venue":"Roads & bridges/Roads & bridges (Des Plaines, Ill. Online)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rust (programming language); Rock blasting; Engineering; Forensic engineering; Bridge (graph theory); Land reclamation; Civil engineering; Corrosion; Waste management; Geotechnical engineering; Mining engineering; Metallurgy; Materials science; Archaeology; Computer science; Geography","score_opus":0.014044982999815029,"score_gpt":0.21260994600564748,"score_spread":0.19856496300583246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W579131866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97906464,0.004233137,0.011821476,0.00035163725,0.0012127201,0.0008859217,0.0012203548,0.0006289193,0.000581195],"genre_scores_gemma":[0.9919619,0.00041728202,0.005205593,0.000185898,0.0006235666,0.00006949623,0.00052993343,0.0001728488,0.0008334739],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9950884,0.00041037519,0.0015227576,0.001144194,0.000703914,0.001130384],"domain_scores_gemma":[0.99787223,0.00042869477,0.0002482183,0.00067642116,0.0004091143,0.00036532857],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011911605,0.0008960598,0.0013689916,0.00035081734,0.00030799588,0.00023133995,0.0004458468,0.000493952,0.00013832694],"category_scores_gemma":[0.00026129867,0.00084315473,0.00030587788,0.0004344032,0.00021118615,0.0006590952,0.00015740686,0.00085589185,0.000020942443],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00085441774,0.0015572871,0.076460935,0.024195168,0.0015182765,0.00028594138,0.023698661,0.11180758,0.59101516,0.003242388,0.044408552,0.120955616],"study_design_scores_gemma":[0.009991219,0.0006097482,0.10867117,0.006375347,0.0007967508,0.00073052425,0.007983599,0.6524353,0.06995079,0.00025001453,0.13674204,0.0054634833],"about_ca_topic_score_codex":0.004826582,"about_ca_topic_score_gemma":0.004011983,"teacher_disagreement_score":0.5406277,"about_ca_system_score_codex":0.00038473672,"about_ca_system_score_gemma":0.000098578996,"threshold_uncertainty_score":0.9994019},"labels":[],"label_agreement":null},{"id":"W589709881","doi":"","title":"REALISATION DE L'ETANCHEITE-COUCHE DE ROULEMENT DU TABLIER ORTHOTROPIQUE DU PONT HONORE-MERCIER A MONTREAL","year":2001,"lang":"fr","type":"article","venue":"Travaux","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Art","score_opus":0.00994615614166004,"score_gpt":0.21410136019955098,"score_spread":0.20415520405789095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W589709881","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8792869,0.0023524568,0.09531855,0.00758082,0.0009277798,0.0005170998,0.000077095174,0.00029765832,0.0136416815],"genre_scores_gemma":[0.98802865,0.003958496,0.002417062,0.0006354645,0.0008406345,0.000083970925,0.00006339934,0.00007360389,0.0038987387],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.997612,0.00023033358,0.00056437886,0.0004420006,0.00027432197,0.0008769648],"domain_scores_gemma":[0.9986472,0.00014403716,0.0000869502,0.00055097876,0.00013145307,0.00043937183],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0008378099,0.00039484046,0.00038789175,0.00009998504,0.0001486024,0.00010763196,0.00022726212,0.00034845504,0.0030968483],"category_scores_gemma":[0.0001757192,0.0004296208,0.0002192342,0.0003199518,0.00009753095,0.00024365149,0.000051412262,0.0004345959,0.00016342741],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008329322,0.00075065915,0.3856367,0.0007058199,0.000304354,0.00090976123,0.029683668,0.040875483,0.06884441,0.021389142,0.057828207,0.3922389],"study_design_scores_gemma":[0.0018997181,0.00018462967,0.5456472,0.00013310277,0.00022476217,0.0002978884,0.0006015795,0.17507719,0.003355602,0.0011251532,0.27067596,0.00077717786],"about_ca_topic_score_codex":0.012972471,"about_ca_topic_score_gemma":0.009928683,"teacher_disagreement_score":0.3914617,"about_ca_system_score_codex":0.0012490975,"about_ca_system_score_gemma":0.0002789617,"threshold_uncertainty_score":0.9998156},"labels":[],"label_agreement":null},{"id":"W590758382","doi":"","title":"Sturgeon River Bridge: 100-Year Service Life","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Girder; Sturgeon; Deck; Bridge (graph theory); Engineering; Structural engineering; Abutment; Civil engineering; Prestressed concrete; Service life; Span (engineering); Culvert; Beam bridge; Bridge deck; Forensic engineering; Fish <Actinopterygii>; Fishery; Mechanical engineering","score_opus":0.045505329819969506,"score_gpt":0.2610779696081937,"score_spread":0.21557263978822416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W590758382","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9790428,0.0019614543,0.0020316867,0.0014269508,0.0008180106,0.00042091447,0.00005003548,0.00086114864,0.013386963],"genre_scores_gemma":[0.99553806,0.00031672238,0.00052368536,0.002593716,0.00046212395,0.000024884397,0.000024004825,0.000048828766,0.00046797935],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986982,0.00005160426,0.00038124478,0.00029866188,0.00021373386,0.00035660388],"domain_scores_gemma":[0.9989685,0.00005143405,0.000038899263,0.00059161015,0.000075359196,0.00027419295],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00025897048,0.00023828149,0.0003130514,0.00006674483,0.00006569226,0.00004601183,0.00024740928,0.00010547015,0.0012652756],"category_scores_gemma":[0.00007381825,0.00023199563,0.00013413654,0.0003156419,0.00003112355,0.0001955858,0.00007994452,0.00024521115,0.003968129],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010513989,0.00016795284,0.013003973,0.00072735146,0.00008270801,0.00002448104,0.0045577274,0.0044994378,0.026569482,0.00047773702,0.6647121,0.28507194],"study_design_scores_gemma":[0.00051918864,0.000019253946,0.16637756,0.000031765627,0.000020298401,0.00000809162,0.000016854423,0.0150286965,0.0011546122,0.00001424529,0.8164493,0.00036012623],"about_ca_topic_score_codex":0.00012263218,"about_ca_topic_score_gemma":0.0002429917,"teacher_disagreement_score":0.2847118,"about_ca_system_score_codex":0.00008858761,"about_ca_system_score_gemma":0.00003447178,"threshold_uncertainty_score":0.9996477},"labels":[],"label_agreement":null},{"id":"W59243384","doi":"10.1007/978-94-007-1239-3_8","title":"Practice and Quality Assurance","year":2011,"lang":"en","type":"book-chapter","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Université Laval","funders":"","keywords":"Quality assurance; Overlay; Substrate (aquarium); Quality (philosophy); QA/QC; Construction engineering; Materials science; Computer science; Engineering; Geology; Operations management; Software; Physics","score_opus":0.043415351856951334,"score_gpt":0.2589581401361246,"score_spread":0.21554278827917328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W59243384","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000069256894,0.0012116431,0.0015595687,0.000056685563,0.00025667888,0.0001063126,0.000013778601,0.00031561233,0.9964105],"genre_scores_gemma":[0.051854912,0.002683405,0.0019073437,0.00041419818,0.000113370086,0.000006844741,0.000010252038,0.000077773206,0.9429319],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99938077,0.000010475347,0.00021830415,0.00018995871,0.0001057312,0.00009476343],"domain_scores_gemma":[0.99924153,0.00025736698,0.000040054,0.0003211962,0.000060227994,0.00007962017],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00021989514,0.00017766209,0.00022503565,0.00002428237,0.000019527977,0.000018014334,0.00006585991,0.00019618389,0.0022014747],"category_scores_gemma":[0.00011793537,0.00016521718,0.000050426737,0.000006735577,0.000040183313,0.000093388015,0.000036177287,0.00024659288,0.000209141],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059266084,0.000007493739,0.000098727534,0.00074032776,0.00008899866,0.000015625881,0.00034244786,0.0000051916295,0.0005016115,0.907164,0.02092204,0.07005428],"study_design_scores_gemma":[0.00009444581,0.000011244531,0.00028963073,0.000034387514,0.000024199344,0.0000076210113,0.0000070671504,0.00004623818,0.000079763224,0.0033078701,0.9958088,0.00028877822],"about_ca_topic_score_codex":0.000031810476,"about_ca_topic_score_gemma":0.00007064556,"teacher_disagreement_score":0.9748867,"about_ca_system_score_codex":0.000023759334,"about_ca_system_score_gemma":0.000012657571,"threshold_uncertainty_score":0.99871063},"labels":[],"label_agreement":null},{"id":"W594015360","doi":"","title":"Fiber-Optic Sensors Monitor FRP-Reinforced Bridge","year":2001,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Rebar; Corrosion; Slab; Bridge (graph theory); Bridge deck; Materials science; Structural engineering; Deck; Composite material; Engineering","score_opus":0.014568119587658104,"score_gpt":0.22398682477181228,"score_spread":0.20941870518415417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W594015360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.936126,0.000025161762,0.00033730315,0.000102166174,0.00030355836,0.00010329832,0.0000050378617,0.00046172316,0.06253578],"genre_scores_gemma":[0.9948045,0.000029529967,0.0007190819,0.000041315838,0.00012769458,0.000009628573,0.0000051541356,0.000022335189,0.0042407527],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993174,0.000012737405,0.00016804236,0.00013168172,0.00013007762,0.00024006909],"domain_scores_gemma":[0.99947834,0.000058920796,0.000012391318,0.00029742808,0.000028805676,0.0001241259],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00007022116,0.00012284901,0.00013391142,0.00003995484,0.00004100583,0.000026907956,0.00010128885,0.00006761405,0.0034520444],"category_scores_gemma":[0.000038637838,0.0001226155,0.00007051948,0.00012674977,0.000025049145,0.00007486282,0.00002402701,0.00013145023,0.0010999957],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001697436,0.000034197932,0.0035157662,0.00030703592,0.00008188157,0.0002812093,0.0016388621,0.048605982,0.7210478,0.0025762734,0.0772089,0.14453234],"study_design_scores_gemma":[0.0017477974,0.00013192564,0.03362051,0.000082112994,0.000052186737,0.00015500437,0.000116510055,0.68277115,0.057329495,0.0006644607,0.22207624,0.0012526016],"about_ca_topic_score_codex":0.000008606345,"about_ca_topic_score_gemma":0.0000013067316,"teacher_disagreement_score":0.66371834,"about_ca_system_score_codex":0.00005112819,"about_ca_system_score_gemma":0.000007487205,"threshold_uncertainty_score":0.9996778},"labels":[],"label_agreement":null},{"id":"W596634955","doi":"10.1016/j.cemconres.2015.05.013","title":"Service life prediction and performance testing — Current developments and practical applications","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Durability; Performance prediction; Service life; Computer science; Reliability engineering; Service (business); Performance indicator; Predictive modelling; Current (fluid); Engineering; Simulation; Machine learning; Database","score_opus":0.26870466456290426,"score_gpt":0.37423166401800817,"score_spread":0.10552699945510391,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W596634955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995499,0.0016198913,0.0006148648,0.00025831087,0.000056430883,0.00039448304,0.0000050485605,0.00007765582,0.0014743251],"genre_scores_gemma":[0.99813527,0.0009600347,0.00064627995,0.000028583569,0.00005921712,0.00013356197,0.000009583848,0.000008728205,0.000018760873],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991176,0.000046279063,0.00015128874,0.00019400685,0.00027238493,0.00021842161],"domain_scores_gemma":[0.99914867,0.00017104171,0.000012313203,0.00010932081,0.00023878315,0.00031987156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008191939,0.00008286126,0.000088848894,0.00006093822,0.00016108969,0.00008231835,0.000036360972,0.000039776918,0.000008373542],"category_scores_gemma":[0.00018861286,0.00007841422,0.000004298568,0.00021915595,0.000073675685,0.0001581815,0.00014909789,0.00023756211,0.000010770079],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019290812,0.000015905376,0.37785828,0.0018966009,0.00005071288,0.0000035362254,0.0027525823,0.00003215047,0.00995167,0.0007047052,0.003455599,0.60308534],"study_design_scores_gemma":[0.0029576751,0.000478078,0.18038045,0.00028007216,0.000043857093,0.000057279896,0.0028864457,0.62323725,0.0013972375,0.00024409305,0.18741305,0.00062449265],"about_ca_topic_score_codex":0.000010380643,"about_ca_topic_score_gemma":0.0000019821257,"teacher_disagreement_score":0.6232051,"about_ca_system_score_codex":0.000046544697,"about_ca_system_score_gemma":0.00009694404,"threshold_uncertainty_score":0.3197639},"labels":[],"label_agreement":null},{"id":"W596828717","doi":"","title":"Systemes inhibiteurs de corrosion pour ponts en beton - 10 ans d'evaluation de la performance in situ","year":2007,"lang":"fr","type":"article","venue":"ACTES DE LA 5E CONFERENCE INTERNATIONALE SUR LES STRUCTURES EN BETONS SOUS CONDITIONS EXTREMES D'ENVIRONNEMENT ET DE CHARGEMENT, CONSEC'07, TOURS, 4-6 JUIN 2007","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforced concrete; Humanities; Corrosion monitoring; Forestry; Corrosion; Materials science; Art; Composite material; Geography","score_opus":0.02241514923718569,"score_gpt":0.28786026263658243,"score_spread":0.26544511339939675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W596828717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95020604,0.0025502695,0.029824458,0.001681439,0.0009183081,0.0013288402,0.0011146899,0.0002715202,0.012104456],"genre_scores_gemma":[0.9879784,0.0030668685,0.003127705,0.0004389151,0.00037431228,0.00028802018,0.0012321535,0.00013923539,0.0033543766],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9925663,0.0024253053,0.0014669114,0.0009696324,0.0010238404,0.0015480367],"domain_scores_gemma":[0.99316734,0.004495272,0.00056044065,0.00073276175,0.0005321802,0.0005120329],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.005942126,0.00093619287,0.0007158832,0.0009099313,0.000421859,0.00053372706,0.0009218966,0.00090875383,0.015635679],"category_scores_gemma":[0.0022269243,0.0011269131,0.00033139554,0.0003414376,0.00069990975,0.00079246913,0.00031739255,0.0014879317,0.00013920153],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002478078,0.0007434175,0.7151266,0.0008348777,0.00037001472,0.00021413525,0.012216052,0.017349763,0.18911813,0.03441783,0.008178667,0.02118274],"study_design_scores_gemma":[0.0037493922,0.00017658823,0.8972454,0.0016506402,0.0004014184,0.00034502315,0.005745475,0.035046358,0.01933627,0.0042534624,0.030629894,0.0014200998],"about_ca_topic_score_codex":0.0016036201,"about_ca_topic_score_gemma":0.005531729,"teacher_disagreement_score":0.18211882,"about_ca_system_score_codex":0.004955389,"about_ca_system_score_gemma":0.0013578954,"threshold_uncertainty_score":0.9991181},"labels":[],"label_agreement":null},{"id":"W599227512","doi":"","title":"Reliability-Based Decision Support Tool for Life Cycle Design and Management of Highway Bridge Decks","year":2008,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Public Works and Government Services Canada; Ministère des Transports; Cement Association of Canada; U.S. Department of Transportation","keywords":"Bridge (graph theory); Service life; Engineering; Reliability (semiconductor); Life cycle costing; Life-cycle cost analysis; Bridge maintenance; Bridge deck; Reliability engineering; Transport engineering; Computer science; Deck; Structural engineering","score_opus":0.024408221312749393,"score_gpt":0.24086401018576825,"score_spread":0.21645578887301886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W599227512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.606835,0.000019705885,0.3919637,0.000031108502,0.00010895922,0.0004110092,0.0000118476,0.00010164806,0.0005170174],"genre_scores_gemma":[0.8951104,0.00006994526,0.104633465,0.00006104224,0.000011869786,0.000054860015,0.0000056906006,0.00001601195,0.000036695244],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919385,0.000020074813,0.00027542093,0.00019652332,0.00015110683,0.00016304853],"domain_scores_gemma":[0.9992503,0.000256706,0.000023521554,0.00032160757,0.000054033317,0.000093824456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033916527,0.00010916891,0.00018224506,0.00004232305,0.00005208759,0.000007678393,0.00009299747,0.000054849887,0.00020237188],"category_scores_gemma":[0.00006248522,0.00010430445,0.00006692488,0.00008532009,0.00005237796,0.000054634682,0.000029358263,0.000050009246,0.000008835746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034517697,0.000540948,0.019781783,0.0058311895,0.00016163675,0.000105532636,0.0012194728,0.10941121,0.204156,0.0032198203,0.24183616,0.4102845],"study_design_scores_gemma":[0.0055145137,0.00040636893,0.17586555,0.00017117719,0.000092775634,0.000012491082,0.00003055874,0.7215271,0.06779549,0.005446149,0.022366518,0.00077130494],"about_ca_topic_score_codex":0.0000013073166,"about_ca_topic_score_gemma":5.3825613e-7,"teacher_disagreement_score":0.6121159,"about_ca_system_score_codex":0.00003379011,"about_ca_system_score_gemma":0.000026364363,"threshold_uncertainty_score":0.4253412},"labels":[],"label_agreement":null},{"id":"W608899481","doi":"10.17226/14292","title":"Cathodic Protection for Life Extension of Existing Reinforced Concrete Bridge Elements","year":2009,"lang":"en","type":"book","venue":"National Academies Press eBooks","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cathodic protection; Extension (predicate logic); Bridge (graph theory); Life extension; Forensic engineering; Reinforced concrete; Structural engineering; Engineering; Computer science; Gerontology; Chemistry; Medicine","score_opus":0.1265553004707486,"score_gpt":0.3145013005217656,"score_spread":0.18794600005101703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W608899481","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.001749506,0.0014504682,0.009696228,0.000040706178,0.00064545806,0.0043802457,0.0006491476,0.0007945853,0.9805937],"genre_scores_gemma":[0.07213574,0.00022440312,0.0035366337,0.00062059204,0.0018731727,0.0010660245,0.00093724375,0.00024042767,0.91936576],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976915,0.00003672543,0.0009350527,0.000364391,0.00070738845,0.0002649209],"domain_scores_gemma":[0.99835265,0.00031232223,0.00037668727,0.00020766103,0.0006323155,0.000118365206],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00067080325,0.0003457903,0.0004916921,0.00016672169,0.000106236985,0.00002468965,0.0002420365,0.0007399694,0.00001945131],"category_scores_gemma":[0.0010085535,0.00037257472,0.0002055834,0.000020414338,0.00008025414,0.00008479321,0.00006501335,0.0007165978,0.0000041834237],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014720297,0.000008480489,0.000009262941,0.012016763,0.0004862621,0.000005604564,0.0021929988,0.011028277,0.25471982,0.21969277,0.3912367,0.10713102],"study_design_scores_gemma":[0.0017461993,0.00019339958,0.00013220026,0.0010075894,0.00014536602,0.000010755973,0.00000770838,0.0945986,0.025113624,0.0044923183,0.8715758,0.0009764581],"about_ca_topic_score_codex":0.000008399765,"about_ca_topic_score_gemma":5.245915e-7,"teacher_disagreement_score":0.48033908,"about_ca_system_score_codex":0.00032919427,"about_ca_system_score_gemma":0.00025549493,"threshold_uncertainty_score":0.9998726},"labels":[],"label_agreement":null},{"id":"W610504487","doi":"","title":"Numerical Prediction of Early-Age Cracking and Corrosion in High Performance Concrete Bridges - Case Study","year":2004,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministère des Transports","keywords":"Cracking; Bridge (graph theory); Corrosion; Service life; Reinforced concrete; Structural engineering; Service (business); Engineering; Forensic engineering; Computer science; Civil engineering; Materials science; Reliability engineering; Composite material; Business","score_opus":0.014532857543950041,"score_gpt":0.22447074745280227,"score_spread":0.20993788990885223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W610504487","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986202,0.000026977967,0.0007217102,0.000010221386,0.00015389694,0.00021734972,0.0000075203066,0.00009494439,0.00014715792],"genre_scores_gemma":[0.99975747,0.00002399237,0.00016231407,0.000006374287,0.000020319172,0.000011493437,0.0000020310315,0.00001169943,0.0000043074397],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99935323,0.000024319334,0.00022853742,0.00014785417,0.00011791109,0.00012813749],"domain_scores_gemma":[0.9997129,0.000038887672,0.00002307012,0.00014994871,0.000022126662,0.00005310349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015089306,0.000094229086,0.00017152018,0.000056591958,0.000036802692,0.000014249984,0.00004254749,0.00004660157,0.000026315593],"category_scores_gemma":[0.000020844545,0.00009323539,0.0000167566,0.00012789907,0.000037527636,0.00012424983,0.00002771805,0.00014545956,0.000002258723],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010875253,0.000043101274,0.7936061,0.00020495529,0.000005092544,0.0006799817,0.006995407,0.01242899,0.17714448,0.00003860685,0.000020259038,0.008724278],"study_design_scores_gemma":[0.0032036726,0.0008478156,0.89040923,0.00015287162,0.00002084791,0.00036838328,0.0013985011,0.0810333,0.022199973,0.0000855423,0.000018234517,0.0002616486],"about_ca_topic_score_codex":0.00025257553,"about_ca_topic_score_gemma":0.000026762289,"teacher_disagreement_score":0.15494451,"about_ca_system_score_codex":0.00005940577,"about_ca_system_score_gemma":0.000009872351,"threshold_uncertainty_score":0.38020286},"labels":[],"label_agreement":null},{"id":"W610655545","doi":"","title":"HPC Deck Panels for Jacques Cartier Bridge","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Deck; Bridge (graph theory); Bridge deck; Durability; Structural engineering; Slab; Engineering; Prestressed concrete; Forensic engineering; Geotechnical engineering; Civil engineering; Computer science","score_opus":0.06676663726339349,"score_gpt":0.2888088354447209,"score_spread":0.22204219818132742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W610655545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95181096,0.004227755,0.03205299,0.0007253661,0.0010698447,0.0011267675,0.00016728374,0.0009777166,0.007841319],"genre_scores_gemma":[0.9961413,0.00030923844,0.0014690951,0.0006985109,0.0005270325,0.00014234174,0.000032768043,0.000057349305,0.0006223749],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99866724,0.000034977653,0.0004343157,0.00030442837,0.0001431536,0.00041588565],"domain_scores_gemma":[0.99910545,0.00009384054,0.00003935303,0.0005125358,0.00006716457,0.000181643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030435147,0.00024061494,0.00034937414,0.000061445906,0.00007531229,0.000056772024,0.00019917714,0.00010471713,0.00042032357],"category_scores_gemma":[0.00009537702,0.00022888549,0.00022881874,0.00013954354,0.000037959915,0.00018310576,0.000041004656,0.00013645353,0.00044134952],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073825926,0.00008014982,0.0037532721,0.00048231255,0.000045684093,0.0000074912973,0.0019016791,0.000863799,0.09162538,0.00056458404,0.35701916,0.5435827],"study_design_scores_gemma":[0.00045999227,0.00004104733,0.0390182,0.000029096127,0.000023005445,0.000010984338,0.0000097346865,0.012660645,0.015602425,0.000045295263,0.9317681,0.00033143154],"about_ca_topic_score_codex":0.000032776916,"about_ca_topic_score_gemma":0.00012360333,"teacher_disagreement_score":0.574749,"about_ca_system_score_codex":0.00010220592,"about_ca_system_score_gemma":0.000022094195,"threshold_uncertainty_score":0.93336797},"labels":[],"label_agreement":null},{"id":"W611367090","doi":"","title":"Applying Private Sector Strategy to Maintenance Painting of Steel Bridges","year":2006,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Toll; Corrosion; Risk analysis (engineering); Forensic engineering; Engineering; Business; Construction engineering; Environmental planning; Environmental science","score_opus":0.015949673840116564,"score_gpt":0.2457328280854319,"score_spread":0.22978315424531534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W611367090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9860664,0.00011026091,0.0038736383,0.0009440209,0.00011975642,0.0003708192,0.00033627576,0.00012880597,0.008050023],"genre_scores_gemma":[0.9990638,0.000029708093,0.00031917132,0.00031361522,0.00013224978,0.0000404618,0.000022243095,0.000013641642,0.0000651142],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.998686,0.000037878955,0.00040493134,0.00020914584,0.0001477496,0.0005142714],"domain_scores_gemma":[0.99935174,0.000083314604,0.000050470364,0.00024001962,0.000097534845,0.0001769018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001877348,0.00016759257,0.00022282124,0.00019821753,0.00006314407,0.000094122515,0.00015305291,0.000075624084,0.000014675163],"category_scores_gemma":[0.00021302351,0.00018565128,0.000050723338,0.00050952635,0.00010409865,0.00014227765,0.00007952586,0.000095862764,0.0000052479086],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004547884,0.000035846555,0.1561015,0.00017525905,0.000014125452,0.0000030512049,0.00010901614,0.005380911,0.0009006118,0.82414705,0.0014763197,0.011651753],"study_design_scores_gemma":[0.001008935,0.00006446206,0.89056665,0.00010079144,0.000016058442,0.000023787085,0.0008572534,0.06920762,0.00081434305,0.009083436,0.02769617,0.00056046154],"about_ca_topic_score_codex":0.008450638,"about_ca_topic_score_gemma":0.0006057419,"teacher_disagreement_score":0.8150636,"about_ca_system_score_codex":0.0003352379,"about_ca_system_score_gemma":0.00014202094,"threshold_uncertainty_score":0.9981522},"labels":[],"label_agreement":null},{"id":"W612473082","doi":"","title":"Environmental benefits of life cycle design of concrete bridges","year":2007,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Life-cycle assessment; Engineering; Greenhouse gas; Life-cycle cost analysis; Bridge (graph theory); Civil engineering; Forensic engineering; Environmental science; Production (economics); Reliability engineering","score_opus":0.014689255397391784,"score_gpt":0.2015347859703903,"score_spread":0.18684553057299852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W612473082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9851506,0.00022306015,0.012023026,0.000010130191,0.000082292274,0.0000929557,0.00002475401,0.0000458751,0.0023473212],"genre_scores_gemma":[0.9980997,0.000056929584,0.0017754528,0.000018754674,0.000020718093,0.0000014518314,0.0000021818814,0.00001128918,0.000013526241],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994203,0.000012904889,0.00023043402,0.00008303616,0.0001259637,0.00012737619],"domain_scores_gemma":[0.9995919,0.00012505382,0.000030644795,0.00016732837,0.000008201246,0.000076868346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022189086,0.000073046824,0.00015116656,0.000031331947,0.0000111612235,0.000002059015,0.00008092742,0.000046783658,0.0005173766],"category_scores_gemma":[0.000032380663,0.000075459626,0.000043696007,0.000044095257,0.00005762913,0.000034398017,0.00002249661,0.00005415533,0.000012334385],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004760454,0.000004573226,0.0053501357,0.000043372285,0.000009156414,6.8130714e-7,0.00019857322,0.007198243,0.9717065,0.00020553065,0.00023255772,0.015003056],"study_design_scores_gemma":[0.00064347754,0.0001021664,0.13633327,0.000028675906,0.000015735315,0.0000026002795,0.00016496501,0.036518425,0.82549804,0.00017237183,0.00032156523,0.0001987089],"about_ca_topic_score_codex":0.000003516983,"about_ca_topic_score_gemma":9.991143e-7,"teacher_disagreement_score":0.14620848,"about_ca_system_score_codex":0.000021904136,"about_ca_system_score_gemma":0.0000070157735,"threshold_uncertainty_score":0.56649107},"labels":[],"label_agreement":null},{"id":"W615160747","doi":"","title":"New Life Expectancy. Self-curing Concrete from Canada and Long-lived Bridge Decks","year":2011,"lang":"en","type":"article","venue":"Better roads","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cracking; Shrinkage; Corrosion; Reinforcement; Geotechnical engineering; Curing (chemistry); Materials science; Forensic engineering; Environmental science; Structural engineering; Engineering; Composite material","score_opus":0.01891072947877521,"score_gpt":0.18954807000494148,"score_spread":0.17063734052616628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W615160747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995169,0.0007524188,0.0017289126,0.000083785475,0.00057826773,0.000113898815,0.0000141711935,0.00029922117,0.0012603641],"genre_scores_gemma":[0.99762696,0.000022917462,0.0014072871,0.0006459541,0.00019389605,0.000007949012,0.000008484024,0.000031694068,0.0000548726],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990823,0.000022897057,0.0002285917,0.0002530018,0.00014373836,0.00026944393],"domain_scores_gemma":[0.99924576,0.000045256427,0.000026449601,0.00032536068,0.00002020836,0.0003369454],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004494053,0.00019138295,0.00021925678,0.00002742419,0.000045562698,0.0000326458,0.0001446121,0.00007290126,0.00095339643],"category_scores_gemma":[0.00002373085,0.00019864108,0.00004156471,0.00006240005,0.000014872424,0.00009962334,0.00006537473,0.00015970421,0.00002630717],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005935408,0.0000042248134,0.90670806,0.000087999506,0.00014512116,0.00017213573,0.007456361,0.0000109469465,0.009397477,0.000016430351,0.063094735,0.012847162],"study_design_scores_gemma":[0.0008167254,0.000015619215,0.97878176,0.00003581697,0.000041895764,0.0000073269475,0.000059234353,0.0018179071,0.012311975,0.00004334943,0.0055877245,0.00048069184],"about_ca_topic_score_codex":0.31870145,"about_ca_topic_score_gemma":0.16699792,"teacher_disagreement_score":0.15170354,"about_ca_system_score_codex":0.000082326194,"about_ca_system_score_gemma":0.0001120442,"threshold_uncertainty_score":0.9999599},"labels":[],"label_agreement":null},{"id":"W622069772","doi":"","title":"Rion-Antirion Monitoring System","year":2008,"lang":"en","type":"article","venue":"Sixth National Seismic Conference on Bridges and HighwaysMultidisciplinary Center for Earthquake Engineering ResearchSouth Carolina Department of TransportationFederal Highway AdministrationTransportation Research Board","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Process (computing); Quality (philosophy); Bridge maintenance; Planned maintenance; Control (management); Management system; Transport engineering; Engineering; Construction engineering; Computer science; Operations management; Forensic engineering","score_opus":0.0674857043561594,"score_gpt":0.31262413393172017,"score_spread":0.24513842957556076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W622069772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9847742,0.00014014731,0.009683075,0.0004626399,0.00039221754,0.0015116121,0.002383791,0.00038779635,0.00026452306],"genre_scores_gemma":[0.9959372,0.00035293153,0.0011423302,0.0000072724715,0.0001519523,0.0004682428,0.0017777331,0.0000634858,0.00009879686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9958765,0.00008501536,0.0009812255,0.0006477843,0.0017092206,0.00070026604],"domain_scores_gemma":[0.99733293,0.00046281074,0.000109816996,0.00027621648,0.001414999,0.00040321966],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008547138,0.0004108966,0.00048968015,0.0005590006,0.0006960377,0.00008922697,0.0002529675,0.00017404176,0.00002557439],"category_scores_gemma":[0.00006122794,0.0004288778,0.00022677303,0.00034865135,0.0002529894,0.00037496455,0.000014613916,0.00048553152,0.000011222032],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0062550944,0.0020377284,0.21788399,0.01055037,0.0009822918,0.0004001331,0.014082402,0.55259347,0.037823275,0.14819397,0.0029967409,0.0062005124],"study_design_scores_gemma":[0.0031394016,0.00089133496,0.8241006,0.0004590765,0.000031066207,0.000015419166,0.00071023626,0.16110379,0.007513409,0.00023666807,0.0012094285,0.00058953307],"about_ca_topic_score_codex":0.000043759323,"about_ca_topic_score_gemma":0.00009053228,"teacher_disagreement_score":0.60621667,"about_ca_system_score_codex":0.00023215442,"about_ca_system_score_gemma":0.00035703447,"threshold_uncertainty_score":0.9998163},"labels":[],"label_agreement":null},{"id":"W622235207","doi":"10.14359/14525","title":"Construction of an Optimized UHPC Vechicle Bridge","year":2005,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Environmental protection; Ancient history; History","score_opus":0.011038611287362247,"score_gpt":0.22201027075734278,"score_spread":0.21097165946998053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W622235207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9755855,0.000018815646,0.010626861,0.000043364653,0.0001112441,0.00005357768,0.0000029840614,0.00024882055,0.013308807],"genre_scores_gemma":[0.97813517,0.0000073112797,0.021718735,0.000025105805,0.000032288357,0.0000015451251,0.0000025547017,0.0000059458403,0.00007137288],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996759,0.000009509711,0.00012795659,0.00006634894,0.000051916708,0.000068322755],"domain_scores_gemma":[0.9997585,0.000014822544,0.000009386784,0.00015062797,0.000021647445,0.00004502735],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006488432,0.000047356294,0.00008417005,0.000022075905,0.000011624633,0.000006097718,0.000042949127,0.000031252486,0.0011152768],"category_scores_gemma":[0.000011280752,0.000044489825,0.000028589788,0.000055997232,0.00002494058,0.00010626692,0.000008025698,0.000041878786,0.000031373536],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013604634,0.000075551776,0.003113843,0.00009713117,0.000022505916,0.0000015557711,0.0005855301,0.0414773,0.40009767,0.004570814,0.0020275675,0.5477945],"study_design_scores_gemma":[0.0010042163,0.00003522089,0.008073176,0.000006570451,0.000008335831,0.000014059183,0.000060724793,0.6296504,0.35800293,0.00008476719,0.0028949557,0.00016463488],"about_ca_topic_score_codex":0.000011732623,"about_ca_topic_score_gemma":0.000013235505,"teacher_disagreement_score":0.5881731,"about_ca_system_score_codex":0.000016239002,"about_ca_system_score_gemma":0.0000053900926,"threshold_uncertainty_score":0.9997978},"labels":[],"label_agreement":null},{"id":"W622695966","doi":"","title":"Poor maintenance blamed for Montreal collapse","year":2006,"lang":"en","type":"article","venue":"New Civil Engineer","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Deck; Bridge deck; Engineering; Structural engineering; Forensic engineering; Bridge (graph theory); Joint (building); Slab; Expansion joint; Geotechnical engineering","score_opus":0.00552502237242973,"score_gpt":0.1842905972494394,"score_spread":0.17876557487700967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W622695966","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22723657,0.0028951974,0.6144928,0.00228355,0.0051338444,0.0026353933,0.00032504956,0.0051798252,0.1398178],"genre_scores_gemma":[0.9878756,0.0000150828555,0.0020533218,0.000096246564,0.00040373264,0.00005524907,0.000027399057,0.000050862163,0.009422505],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99915075,0.0000049946043,0.00020937392,0.00018223033,0.00011700954,0.00033565998],"domain_scores_gemma":[0.9994789,0.000094011135,0.0000145133135,0.00024068891,0.00005267405,0.0001192605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008022994,0.00017600389,0.00019213535,0.000054042815,0.000027324219,0.00002646028,0.000115687006,0.00009219686,0.00016410854],"category_scores_gemma":[0.000058586014,0.00016965138,0.00010886125,0.00015103185,0.000014908714,0.00006604683,0.0000130906155,0.00009388393,0.00004581008],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032742617,0.000017669561,0.00022257767,0.00008905005,0.000014219608,0.0000054927823,0.00007868599,0.040525064,0.019136705,0.0014620128,0.9307285,0.007687295],"study_design_scores_gemma":[0.0026816665,0.000059022834,0.010169651,0.000041938056,0.000036249803,0.000010535616,0.000025560694,0.319602,0.010215766,0.0015855832,0.6549622,0.00060983433],"about_ca_topic_score_codex":0.00020740724,"about_ca_topic_score_gemma":0.0014016771,"teacher_disagreement_score":0.760639,"about_ca_system_score_codex":0.00008041593,"about_ca_system_score_gemma":0.000027253745,"threshold_uncertainty_score":0.69181824},"labels":[],"label_agreement":null},{"id":"W626502867","doi":"","title":"Monitoring for Durability and Structural Behavior of Medium and Long Span Concrete Bridges","year":2010,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Structural health monitoring; Durability; Bridge (graph theory); Engineering; Reliability (semiconductor); Service life; Reliability engineering; Forensic engineering; Computer science; Construction engineering; Risk analysis (engineering); Civil engineering; Structural engineering","score_opus":0.012497423035381497,"score_gpt":0.24860017480057323,"score_spread":0.23610275176519174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W626502867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99870294,0.00006518206,0.00016155963,0.000050241564,0.0005871119,0.00025120465,0.000032738022,0.000074006035,0.0000750126],"genre_scores_gemma":[0.99836874,0.000016736692,0.0014727082,0.00000253561,0.00009161708,0.000024140361,0.0000022284466,0.000012478942,0.000008816792],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994365,0.000008909421,0.00017332548,0.00015698394,0.000081356906,0.00014295419],"domain_scores_gemma":[0.9995022,0.00013724282,0.00002280925,0.00018171682,0.000054509608,0.00010151915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014877337,0.00010301206,0.00017388245,0.000023223014,0.00004310903,0.00002003698,0.00005995369,0.000074392396,0.000054202825],"category_scores_gemma":[0.00010283188,0.000096303156,0.00003248281,0.000029370694,0.0001310949,0.00008024991,0.000036014528,0.00014068112,2.4638376e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011672402,5.1676386e-7,0.4076038,0.00010903736,0.0000025664199,4.605032e-7,0.00012362152,0.0000015050659,0.5818215,0.000035252917,0.0000065440167,0.010283529],"study_design_scores_gemma":[0.00031900778,0.000027172102,0.76864374,0.000011374743,0.000020312298,0.00000937432,0.00005189324,0.0041479743,0.22640494,0.00020581322,0.000052210897,0.00010620088],"about_ca_topic_score_codex":0.000009506809,"about_ca_topic_score_gemma":0.000026914353,"teacher_disagreement_score":0.3610399,"about_ca_system_score_codex":0.000010059639,"about_ca_system_score_gemma":0.000009067437,"threshold_uncertainty_score":0.3927129},"labels":[],"label_agreement":null},{"id":"W628290473","doi":"","title":"Performance Guideline for Buried Aluminum Structural Plate Structures (Poster)","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Aluminium; Bridge (graph theory); Construction engineering; Engineering; Computer science; Architectural engineering; Materials science; Metallurgy","score_opus":0.006140689550738206,"score_gpt":0.2003369573893486,"score_spread":0.19419626783861038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W628290473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92569643,0.0007203359,0.021352781,0.028593615,0.005746314,0.002520424,0.014628337,0.00017973255,0.0005620069],"genre_scores_gemma":[0.9862635,0.00227135,0.001113472,0.00084789615,0.0010352847,0.00016653605,0.007172382,0.00014671695,0.000982836],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99119693,0.00056792283,0.0034803469,0.0010668992,0.0023419259,0.0013459492],"domain_scores_gemma":[0.99145955,0.0007440792,0.0032249077,0.0006946033,0.0031798203,0.00069701846],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0021982128,0.0011469669,0.0015968338,0.00024979142,0.0007580818,0.0001147406,0.00062046945,0.0010031648,0.0014995461],"category_scores_gemma":[0.00008995301,0.00121422,0.0007100586,0.00041150686,0.0002993008,0.0013750632,0.0000070156775,0.00083086814,0.0000029086973],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013604247,0.00017720442,0.5908256,0.003752312,0.0011225219,0.000020488988,0.007676928,0.062225174,0.0044840104,0.007348942,0.3186837,0.0023226785],"study_design_scores_gemma":[0.00607006,0.00029409688,0.8047421,0.0004911801,0.0017676522,0.000009374683,0.0009047831,0.007458297,0.009079046,0.0009178105,0.16676715,0.0014984795],"about_ca_topic_score_codex":0.43601102,"about_ca_topic_score_gemma":0.9402807,"teacher_disagreement_score":0.50426966,"about_ca_system_score_codex":0.002709566,"about_ca_system_score_gemma":0.0038489893,"threshold_uncertainty_score":0.9994132},"labels":[],"label_agreement":null},{"id":"W637878570","doi":"","title":"Detecting Hidden Damage","year":2007,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Electromagnetic coil; Electronic circuit; Electrical impedance; Electrical engineering; Service life; Computer science; Acoustics; Materials science; Engineering; Mechanical engineering; Composite material; Physics","score_opus":0.015476659184804531,"score_gpt":0.2647151119864516,"score_spread":0.24923845280164705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W637878570","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9633201,0.000117238305,0.002340359,0.001074243,0.00021578136,0.000110709916,0.00007621954,0.00019885364,0.032546535],"genre_scores_gemma":[0.99904996,0.000041164527,0.00025460566,0.00041848142,0.00016339966,0.000003365735,0.000011136108,0.000010032806,0.000047825928],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9989413,0.000021148615,0.00026455082,0.00015341646,0.00011360496,0.000505984],"domain_scores_gemma":[0.9993498,0.00011360338,0.000022656895,0.00020701687,0.000052928783,0.00025402874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002845698,0.0001267879,0.0001279673,0.00019913186,0.00008789532,0.000094673574,0.00011615928,0.00008867469,0.000025152127],"category_scores_gemma":[0.0004432413,0.00014480762,0.000036752066,0.0004638005,0.000102459744,0.00016033047,0.000063880274,0.00012458306,0.000013085631],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004740093,0.000029877401,0.26365125,0.00008459865,0.000019608304,0.000014561069,0.00058355107,0.000074913914,0.00024796755,0.6591863,0.00092941563,0.075173214],"study_design_scores_gemma":[0.0009529576,0.000028262422,0.92968696,0.000023837989,0.000011606246,0.000050635914,0.0015880349,0.026277604,0.00038282026,0.010812126,0.029714642,0.00047050926],"about_ca_topic_score_codex":0.0029010999,"about_ca_topic_score_gemma":0.0009968099,"teacher_disagreement_score":0.6660357,"about_ca_system_score_codex":0.0004080053,"about_ca_system_score_gemma":0.00011102752,"threshold_uncertainty_score":0.59050834},"labels":[],"label_agreement":null},{"id":"W639236005","doi":"","title":"CLOSING THE GAP: CSA AND ASTM PORTLAND CEMENT STANDARDS","year":2002,"lang":"en","type":"article","venue":"ASTM standardization news","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cementitious; Compendium; Portland cement; Standardization; Harmonization; Task group; Engineering; Test (biology); Technical standard; Forensic engineering; Task force; Cement; Construction engineering; Engineering management; Political science; Law; Metallurgy; Materials science","score_opus":0.017559745685301137,"score_gpt":0.22084871982243376,"score_spread":0.20328897413713262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W639236005","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28477666,0.005969683,0.60516423,0.002891459,0.0015229519,0.0012545686,0.00064368517,0.0010442234,0.096732505],"genre_scores_gemma":[0.99842626,0.00074069644,0.00027806242,0.00019346851,0.00009431994,0.000011945769,0.000014608477,0.000026346346,0.00021431748],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99883014,0.00004899955,0.00028171364,0.00019765316,0.0004290222,0.00021247096],"domain_scores_gemma":[0.9993864,0.000058038488,0.000041275016,0.0002881832,0.0001285225,0.00009757391],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033600995,0.00016062644,0.00017015253,0.00004874809,0.00019569493,0.00013716893,0.00008415552,0.000057240108,0.0008884535],"category_scores_gemma":[0.00009542506,0.00012199391,0.000047803915,0.00020169353,0.000059705522,0.00014361196,0.000041446896,0.00012542636,0.000009647159],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013427487,0.00006154457,0.038487963,0.00027658613,0.00014290267,0.000021704469,0.0076017235,0.02456739,0.008136493,0.0039660577,0.3303272,0.5862762],"study_design_scores_gemma":[0.0013454065,0.000096899355,0.0033420252,0.00006255598,0.00005091357,0.000019802217,0.0005736547,0.05640695,0.0018356942,0.00047022328,0.9353604,0.00043550538],"about_ca_topic_score_codex":0.000008328086,"about_ca_topic_score_gemma":0.000054358377,"teacher_disagreement_score":0.7136496,"about_ca_system_score_codex":0.00013033167,"about_ca_system_score_gemma":0.000019154813,"threshold_uncertainty_score":0.9727943},"labels":[],"label_agreement":null},{"id":"W657486128","doi":"","title":"CANADIANS EVALUATE BRIDGE CORROSION","year":2001,"lang":"fr","type":"article","venue":"World Highways/Routes du Monde","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforcement; Bridge (graph theory); Corrosion monitoring; Reinforced concrete; Polarization (electrochemistry); Forensic engineering; Engineering; Materials science; Structural engineering; Metallurgy","score_opus":0.020897726886647285,"score_gpt":0.23512282393222803,"score_spread":0.21422509704558074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W657486128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7853206,0.034855656,0.009543293,0.043550845,0.026158428,0.0017124688,0.0007546523,0.0035660204,0.09453807],"genre_scores_gemma":[0.92704237,0.0017012582,0.0007224105,0.0011004332,0.0010888315,0.00005445372,0.00009381483,0.00015298364,0.06804347],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961354,0.00023139564,0.00084332144,0.00084320334,0.00056004507,0.0013865998],"domain_scores_gemma":[0.99714357,0.00039952906,0.0001330051,0.0011463505,0.00022552151,0.0009520415],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0006439124,0.0007122276,0.00069841096,0.000397605,0.00039885758,0.00024197756,0.00056447415,0.00029312822,0.005666241],"category_scores_gemma":[0.000213225,0.0008135401,0.0003810139,0.0012388,0.00025894953,0.00042608049,0.00018971549,0.0007761607,0.003050717],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018320116,0.00022613251,0.06957456,0.00040723477,0.000079577025,0.0008840647,0.0031293337,0.010478478,0.020636734,0.017066136,0.824817,0.05251753],"study_design_scores_gemma":[0.0013131461,0.00009068815,0.061254397,0.00032983164,0.00018632851,0.00013432463,0.00008882672,0.09816113,0.0013144482,0.00071810436,0.8353514,0.0010573654],"about_ca_topic_score_codex":0.026867969,"about_ca_topic_score_gemma":0.102241404,"teacher_disagreement_score":0.14172177,"about_ca_system_score_codex":0.0013258177,"about_ca_system_score_gemma":0.00027509665,"threshold_uncertainty_score":0.99943155},"labels":[],"label_agreement":null},{"id":"W65925986","doi":"","title":"Durability of GFRP composite rods : Results from preliminary field tests don't match data from accelerated lab tests","year":2007,"lang":"en","type":"article","venue":"ACI Concrete International","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Fibre-reinforced plastic; Corrosion; Materials science; Inert; Rod; Composite material; Glass fiber; Reinforcement; Structural engineering; Forensic engineering; Engineering","score_opus":0.04324347821136572,"score_gpt":0.3000322802529122,"score_spread":0.25678880204154647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W65925986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9857191,0.00018109787,0.0016877012,0.000568136,0.0013821368,0.00023836168,0.004536996,0.00030172765,0.005384772],"genre_scores_gemma":[0.99235624,0.00003671592,0.0032286278,0.00022111385,0.00028897583,0.000005866668,0.0037386112,0.000029745665,0.00009410007],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9975575,0.00006255376,0.00097295595,0.0006313129,0.00048558824,0.00029003993],"domain_scores_gemma":[0.9954507,0.002577227,0.00017081093,0.0013358048,0.00030797778,0.00015752148],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006452798,0.00027811356,0.0003730655,0.00009388419,0.00005014655,0.00007145849,0.0012488884,0.00022234033,0.0012618584],"category_scores_gemma":[0.0012461556,0.00028607083,0.000090006935,0.00019460313,0.00009309474,0.00044990575,0.0005478473,0.0003827246,0.000067051384],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004131848,0.000058112666,0.13665617,0.00006465157,0.00042032578,0.00010883105,0.0013334069,0.00046927162,0.81180596,0.00009019117,0.023506703,0.021354545],"study_design_scores_gemma":[0.003271955,0.00017380355,0.6642071,0.00022313894,0.000077617624,0.000012485923,0.00017136488,0.09112986,0.22429644,0.0004020997,0.015331992,0.0007021707],"about_ca_topic_score_codex":0.002193464,"about_ca_topic_score_gemma":0.00042032884,"teacher_disagreement_score":0.5875095,"about_ca_system_score_codex":0.00011532983,"about_ca_system_score_gemma":0.000049471597,"threshold_uncertainty_score":0.9999592},"labels":[],"label_agreement":null},{"id":"W6901651698","doi":"10.60692/80a17-2cp16","title":"Determinación de la longitud de transferencia de alambres con distintos grados de corrosión en elementos pretensados de hormigón","year":2020,"lang":"es","type":"article","venue":"Greater South Information System","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Human life; Homogeneous; Term (time)","score_opus":0.018518209436350273,"score_gpt":0.22020981555021552,"score_spread":0.20169160611386525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6901651698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7308505,0.000021300422,0.2661379,0.0001181579,0.0001314764,0.0007583431,0.0004204879,0.0005896891,0.00097211875],"genre_scores_gemma":[0.9980824,0.000007632853,0.0009516694,0.00041334023,0.00018804392,0.00022681276,0.000044862034,0.00006196394,0.000023290217],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99634415,0.00061329,0.0012235296,0.00033822787,0.00040314771,0.0010776303],"domain_scores_gemma":[0.9981797,0.00013726692,0.00024729938,0.00050862104,0.00014711347,0.0007800142],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0013374295,0.0005887605,0.00063356,0.00018841951,0.00021563003,0.0006942332,0.00050140434,0.000546612,0.00010632039],"category_scores_gemma":[0.00032204986,0.0006009056,0.00031096608,0.00028886035,0.00008400893,0.0006237579,0.00009812566,0.0005475784,0.00022348977],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034040833,0.0000068396316,0.73090726,0.005891075,0.00008989807,0.00005511302,0.2542802,0.0021129672,0.0029922966,0.00029249355,0.00023138226,0.0028000637],"study_design_scores_gemma":[0.0032252634,0.00029355686,0.4201803,0.0010914316,0.0004291017,0.00046919344,0.018411951,0.5195648,0.03397625,0.000007605759,0.001176766,0.0011737621],"about_ca_topic_score_codex":0.00009906706,"about_ca_topic_score_gemma":0.000002414219,"teacher_disagreement_score":0.5174519,"about_ca_system_score_codex":0.001424105,"about_ca_system_score_gemma":0.00042310965,"threshold_uncertainty_score":0.9996442},"labels":[],"label_agreement":null},{"id":"W6901783845","doi":"10.60692/kzhah-6zq08","title":"Determinación de la longitud de transferencia de alambres con distintos grados de corrosión en elementos pretensados de hormigón","year":2020,"lang":"es","type":"article","venue":"Greater South Information System","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Human life; Homogeneous; Term (time)","score_opus":0.018518209436350273,"score_gpt":0.22020981555021552,"score_spread":0.20169160611386525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6901783845","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7308505,0.000021300422,0.2661379,0.0001181579,0.0001314764,0.0007583431,0.0004204879,0.0005896891,0.00097211875],"genre_scores_gemma":[0.9980824,0.000007632853,0.0009516694,0.00041334023,0.00018804392,0.00022681276,0.000044862034,0.00006196394,0.000023290217],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99634415,0.00061329,0.0012235296,0.00033822787,0.00040314771,0.0010776303],"domain_scores_gemma":[0.9981797,0.00013726692,0.00024729938,0.00050862104,0.00014711347,0.0007800142],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0013374295,0.0005887605,0.00063356,0.00018841951,0.00021563003,0.0006942332,0.00050140434,0.000546612,0.00010632039],"category_scores_gemma":[0.00032204986,0.0006009056,0.00031096608,0.00028886035,0.00008400893,0.0006237579,0.00009812566,0.0005475784,0.00022348977],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034040833,0.0000068396316,0.73090726,0.005891075,0.00008989807,0.00005511302,0.2542802,0.0021129672,0.0029922966,0.00029249355,0.00023138226,0.0028000637],"study_design_scores_gemma":[0.0032252634,0.00029355686,0.4201803,0.0010914316,0.0004291017,0.00046919344,0.018411951,0.5195648,0.03397625,0.000007605759,0.001176766,0.0011737621],"about_ca_topic_score_codex":0.00009906706,"about_ca_topic_score_gemma":0.000002414219,"teacher_disagreement_score":0.5174519,"about_ca_system_score_codex":0.001424105,"about_ca_system_score_gemma":0.00042310965,"threshold_uncertainty_score":0.9996442},"labels":[],"label_agreement":null},{"id":"W6912912763","doi":"10.5281/zenodo.8171459","title":"Reuse of Existing Steel Pile Foundations – Greenock Creek Bridge, Walkerton, Ontario, Canada","year":2023,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Silt; Reuse; Pile; Christian ministry; Bridge (graph theory); Geotechnical investigation; Groundwater","score_opus":0.0703156371507295,"score_gpt":0.25129861266537723,"score_spread":0.18098297551464773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6912912763","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8262314,0.000035067245,0.0013572632,0.00033343394,0.00036178995,0.00044765612,0.0004227435,0.0020485118,0.16876212],"genre_scores_gemma":[0.9940898,0.000024154231,0.00012999786,0.000035708308,0.00004785707,5.9720385e-8,0.0011428505,0.00062195974,0.0039076405],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987766,0.00008823701,0.00029715453,0.0002338718,0.00030952843,0.00029457203],"domain_scores_gemma":[0.99879366,0.000054121054,0.00005092231,0.0005966745,0.00035563725,0.0001489822],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00035543184,0.00010846027,0.00014262249,0.000116481024,0.0008026938,0.00020090143,0.00067089516,0.000038215097,0.0116918795],"category_scores_gemma":[0.0007519842,0.00013436103,0.000039591334,0.0006551338,0.000063692074,0.00013012621,0.00064155384,0.00020996988,0.0010244034],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002524789,0.000027582515,0.00018708291,0.00017677077,0.0000348868,0.00002158643,0.0019154851,0.0020061277,0.011176367,0.00051723456,0.9489346,0.034977008],"study_design_scores_gemma":[0.00025823552,0.00004813279,0.021762306,0.000026536307,0.0000084994435,0.000016204549,0.00018016857,0.004258011,0.00037912567,0.00006680921,0.9728414,0.00015456506],"about_ca_topic_score_codex":0.18725567,"about_ca_topic_score_gemma":0.11607643,"teacher_disagreement_score":0.16785835,"about_ca_system_score_codex":0.00039369983,"about_ca_system_score_gemma":0.000025899504,"threshold_uncertainty_score":0.9997534},"labels":[],"label_agreement":null},{"id":"W6924672630","doi":"10.15468/dl.ubkzdv","title":"Occurrence Download","year":2023,"lang":"en","type":"dataset","venue":"Global Biodiversity Information Facility","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Download; Matching (statistics); Range (aeronautics); Set (abstract data type); Confidentiality","score_opus":0.014566581734296391,"score_gpt":0.20526996940899636,"score_spread":0.19070338767469996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6924672630","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00087752804,0.000017938224,0.0000063794723,0.00004046092,0.0016080611,0.0002568158,0.99627936,0.00081864186,0.000094832205],"genre_scores_gemma":[0.000032105138,0.00013922212,4.2536058e-7,0.00012352984,0.000001620445,0.000005057436,0.9996979,2.6183026e-8,1.1017134e-7],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987154,0.000030606694,0.00039058225,0.00017943978,0.00038334072,0.00030064894],"domain_scores_gemma":[0.9990048,0.00003077219,0.00008085699,0.00055886986,0.00014287746,0.00018183677],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00021647771,0.00029338067,0.00028081317,0.00009117272,0.00014470902,0.00011829833,0.0004352305,0.00036613827,0.0008712177],"category_scores_gemma":[0.00015250778,0.00031734587,0.00016363326,0.0004226224,0.00009965071,0.0005654301,0.00023155815,0.00032823946,0.5832721],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012648302,0.0000045779348,0.0002077017,0.000299315,0.000013695086,0.0000016867401,0.000021223459,0.000120608085,1.0581895e-7,2.4879343e-8,0.9982148,0.0011036224],"study_design_scores_gemma":[0.00019989331,0.000012364599,0.00012660588,0.0000030688507,0.000026848129,0.0000018658436,0.00007177306,0.0000045965426,0.0000032172375,6.9343486e-7,0.99923754,0.00031151538],"about_ca_topic_score_codex":0.00025838104,"about_ca_topic_score_gemma":0.000036182322,"teacher_disagreement_score":0.58240086,"about_ca_system_score_codex":0.00037294172,"about_ca_system_score_gemma":0.00006035106,"threshold_uncertainty_score":0.9999279},"labels":[],"label_agreement":null},{"id":"W6967617602","doi":"10.5281/zenodo.12214275","title":"Steel bridge rehabilitation strategies in Western Canada","year":2024,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Girder; Bridge (graph theory); Flange; Corrosion; Durability; Service life; Driver rehabilitation","score_opus":0.01995861047752591,"score_gpt":0.22944853559208975,"score_spread":0.20948992511456382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6967617602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92469925,0.00043867153,0.0029273003,0.0010279606,0.0005045194,0.00047812655,0.00022091229,0.0023541343,0.06734915],"genre_scores_gemma":[0.9989864,0.000028030066,0.00003653234,0.00002834548,0.00004356552,4.5857774e-8,0.00022786781,0.00047520892,0.00017395882],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990529,0.000113340684,0.00019799016,0.00022476612,0.00020155478,0.00020947469],"domain_scores_gemma":[0.9995205,0.00005427038,0.00001020868,0.00023067968,0.000100953715,0.000083414416],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00034302028,0.00009549042,0.000092305825,0.00013135163,0.00021924905,0.0005737806,0.00027723695,0.00003505093,0.00234239],"category_scores_gemma":[0.00017680557,0.00010420565,0.000024137977,0.00041455944,0.000044682998,0.0002728943,0.00015445304,0.00020887081,0.00078217726],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000088925495,0.00007982252,0.00028162054,0.0020740943,0.000054018125,0.0001608709,0.010235226,0.01007016,0.027913433,0.014946155,0.57558817,0.35850748],"study_design_scores_gemma":[0.00016312591,0.000056402638,0.017628023,0.00006545519,0.00000330196,0.000021626685,0.00051134836,0.009046467,0.00010839162,0.00014586601,0.9721011,0.00014892434],"about_ca_topic_score_codex":0.004087974,"about_ca_topic_score_gemma":0.0036167884,"teacher_disagreement_score":0.39651287,"about_ca_system_score_codex":0.00035939718,"about_ca_system_score_gemma":0.0000145858985,"threshold_uncertainty_score":0.9999958},"labels":[],"label_agreement":null},{"id":"W6989825188","doi":"","title":"Chloride ingress and transport in cracked concrete","year":2004,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Corrosion; Chloride; Reinforced concrete; Flow (mathematics)","score_opus":0.010249615939236074,"score_gpt":0.21622802396671342,"score_spread":0.20597840802747736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6989825188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96777046,0.00052261405,3.3628427e-7,0.000011117989,0.0014530746,0.0006121777,0.0007152632,0.00055457477,0.028360397],"genre_scores_gemma":[0.9971211,0.00080225285,0.000091366855,0.00007940467,0.00003666524,0.00012655962,0.0004517428,0.00021017878,0.0010807492],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9968255,0.00008598341,0.000995886,0.0009050473,0.0004914593,0.0006961242],"domain_scores_gemma":[0.9985412,0.00018790398,0.00015931741,0.00059838087,0.0001449225,0.0003683191],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005555193,0.0007933106,0.00090568437,0.0004089522,0.0002604226,0.000044207256,0.00038664025,0.00087930355,0.0002666872],"category_scores_gemma":[0.0002651594,0.00082857785,0.00023917772,0.00043793416,0.000072707335,0.0005387078,0.000037349095,0.0014187051,0.000081293125],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022699884,0.00007446887,0.0021731013,0.006940086,0.0003652802,0.0010186107,0.00024431688,0.00066403195,0.68570435,0.04112559,0.000007437345,0.25941274],"study_design_scores_gemma":[0.0105512645,0.00032811463,0.05448182,0.0064997664,0.00047061555,0.00011277394,0.00090226077,0.00039034677,0.82062095,0.026745517,0.07206185,0.0068347203],"about_ca_topic_score_codex":0.00023304694,"about_ca_topic_score_gemma":0.0032106908,"teacher_disagreement_score":0.252578,"about_ca_system_score_codex":0.0007692347,"about_ca_system_score_gemma":0.000050251787,"threshold_uncertainty_score":0.99941653},"labels":[],"label_agreement":null},{"id":"W6990166367","doi":"","title":"Corrosion inhibiting systems for durable concrete bridges - Part 1: Field performance evaluation","year":2008,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministère des Transports","keywords":"Corrosion; Field (mathematics); Bridge (graph theory); Reinforced concrete; Corrosion monitoring","score_opus":0.03461451020548191,"score_gpt":0.24079067588114988,"score_spread":0.206176165675668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990166367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881028,0.00024658328,0.0036594372,0.000062647465,0.0010263987,0.00057351054,0.00000962255,0.0002538631,0.0060651163],"genre_scores_gemma":[0.9988263,0.00018714697,0.00017302211,0.000057313657,0.00017738515,0.00026433327,0.00002666888,0.000019964766,0.00026784858],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904823,0.000031957898,0.00027230429,0.0001787171,0.00023484287,0.00023396479],"domain_scores_gemma":[0.9993519,0.00019594333,0.000039737984,0.00019737065,0.00014533917,0.00006970357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047451298,0.00012286771,0.00017175307,0.000036659872,0.00018588433,0.00002659325,0.00007735992,0.00008295096,0.00023603356],"category_scores_gemma":[0.00018173397,0.00012234735,0.000056832185,0.000082758335,0.00002412782,0.00015452507,0.000018060546,0.00010828874,0.000030411507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002831006,0.000014469394,0.017677782,0.0015356475,0.000022749362,0.0000080378,0.0038356676,0.032611318,0.687851,0.00041251266,0.22064844,0.03509925],"study_design_scores_gemma":[0.0005867496,0.00008538354,0.00053309987,0.00011487329,0.0000145023305,0.000021097763,0.00020640864,0.90784776,0.08411942,0.00001527483,0.006263982,0.0001914657],"about_ca_topic_score_codex":0.0000062346394,"about_ca_topic_score_gemma":0.0000013655656,"teacher_disagreement_score":0.87523645,"about_ca_system_score_codex":0.000083865205,"about_ca_system_score_gemma":0.000033966284,"threshold_uncertainty_score":0.498918},"labels":[],"label_agreement":null},{"id":"W6990188467","doi":"","title":"Corrosion-inhibiting systems for concrete bridges","year":2007,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Productivity; Reinforced concrete; Highway maintenance; Bridge (graph theory); Bridge deck","score_opus":0.016810522231162042,"score_gpt":0.23830108186894697,"score_spread":0.2214905596377849,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990188467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78022045,0.00043127354,0.1928073,0.000063100975,0.0017094888,0.0005379521,0.00004355772,0.0007596324,0.023427261],"genre_scores_gemma":[0.99847746,0.000020133117,0.000896573,0.000055028097,0.00022445321,0.000024249146,0.000011622058,0.000028850196,0.00026160319],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991141,0.000010704925,0.00027220597,0.0001621495,0.00012618254,0.00031468924],"domain_scores_gemma":[0.99925816,0.0003397634,0.000027086464,0.0001824583,0.00007255694,0.00012000372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054407615,0.00012101154,0.00017278267,0.000044490294,0.00007665334,0.000041163406,0.0000898976,0.00007751205,0.00007560913],"category_scores_gemma":[0.00011522121,0.000119899756,0.000076068034,0.00008191061,0.000028011258,0.00006123934,0.000020889433,0.00009762614,0.000032564767],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040036783,0.000001642624,0.0011454005,0.00026714342,0.0000041529315,0.0000059460253,0.00019624925,0.00046495072,0.97367334,0.0034265574,0.013003154,0.007771414],"study_design_scores_gemma":[0.0019378513,0.00015230948,0.0018321087,0.00029246218,0.000041056075,0.000054715805,0.0012387293,0.53605163,0.35061494,0.00075889344,0.10607066,0.0009546322],"about_ca_topic_score_codex":0.0000056290346,"about_ca_topic_score_gemma":0.000004375509,"teacher_disagreement_score":0.6230584,"about_ca_system_score_codex":0.00006875884,"about_ca_system_score_gemma":0.000010853888,"threshold_uncertainty_score":0.48893702},"labels":[],"label_agreement":null},{"id":"W6990249510","doi":"","title":"Dégradation des structures en condition hivernale et ses limitations","year":2018,"lang":"fr","type":"article","venue":"Corpus Université Laval (Université Laval)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Panache; Structural failure; Urban environment","score_opus":0.01618839759696372,"score_gpt":0.20962240178659097,"score_spread":0.19343400418962725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990249510","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9519118,0.0028257198,0.009839954,0.0044796197,0.0018661409,0.00044851052,0.0005209949,0.0005554651,0.027551785],"genre_scores_gemma":[0.9549248,0.007555121,0.0027956208,0.0001448713,0.0003276816,0.0000012929146,0.00029315072,0.00007020542,0.033887252],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99773186,0.0003655797,0.00029142783,0.00060449884,0.00041802519,0.00058858644],"domain_scores_gemma":[0.9977955,0.0005199269,0.00018593782,0.00052860426,0.00056716264,0.00040284908],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002359906,0.00048107354,0.00040422045,0.00044089794,0.00088244735,0.00011207177,0.0005228703,0.00039078042,0.0009118997],"category_scores_gemma":[0.00015275423,0.0006266775,0.00029342202,0.00085080543,0.00060281757,0.0013149172,0.0002919836,0.00049723283,0.00021740237],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007785812,0.00025883914,0.023724478,0.0006477592,0.0006330316,0.00057957286,0.1205661,0.0038129636,0.3153092,0.2579028,0.022179618,0.25360703],"study_design_scores_gemma":[0.0050659985,0.0012335405,0.19163437,0.0006137538,0.0013905955,0.00030109438,0.022386396,0.0110545885,0.15926369,0.0142428195,0.5906086,0.0022045674],"about_ca_topic_score_codex":0.0074618356,"about_ca_topic_score_gemma":0.02410489,"teacher_disagreement_score":0.568429,"about_ca_system_score_codex":0.0017551231,"about_ca_system_score_gemma":0.00030497706,"threshold_uncertainty_score":0.9996185},"labels":[],"label_agreement":null},{"id":"W6990592724","doi":"","title":"Durability of concrete structures: prevention, evaluation, inspection, repair and prediction","year":2004,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Carbonation; Service life; Corrosion; Reinforced concrete; Preventive maintenance","score_opus":0.014356601473431251,"score_gpt":0.2424138732104242,"score_spread":0.22805727173699294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990592724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99290675,0.00014289767,0.002859076,0.00006318289,0.00028787352,0.00036514434,0.000019227811,0.00052804203,0.0028278315],"genre_scores_gemma":[0.9981987,0.000043710123,0.001641723,0.000010191363,0.000044724697,0.000025825373,0.000013876815,0.000010258545,0.000010988622],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990845,0.00005364453,0.00032760898,0.00019454853,0.0002370576,0.00010267073],"domain_scores_gemma":[0.99936026,0.000031792828,0.000041594678,0.00027653392,0.00022642333,0.00006337371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004782078,0.000100128644,0.00014299588,0.000051387426,0.00006487901,0.000009823933,0.00004655167,0.000076919554,0.00031076965],"category_scores_gemma":[0.00021842844,0.00009951879,0.00006345559,0.00015748972,0.00010036617,0.00013715005,0.000017576338,0.00009848038,0.0000023278385],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026337698,0.000058256715,0.110152066,0.0014631477,0.00023231065,0.0000023345362,0.006305743,0.025135648,0.79131013,0.030382413,0.0058205263,0.028874043],"study_design_scores_gemma":[0.0037600542,0.00035610134,0.56723654,0.00012163733,0.00017993175,0.000038160815,0.0005428126,0.067642026,0.07007367,0.28826612,0.0013432694,0.0004396632],"about_ca_topic_score_codex":0.000010303191,"about_ca_topic_score_gemma":0.000021548098,"teacher_disagreement_score":0.72123647,"about_ca_system_score_codex":0.00013320908,"about_ca_system_score_gemma":0.000060104525,"threshold_uncertainty_score":0.40582585},"labels":[],"label_agreement":null},{"id":"W6990996056","doi":"","title":"Evaluation of corrosion inhibiting systems used in reinforced concrete","year":2002,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Reinforced concrete; Reinforcement; Carbonation","score_opus":0.04464400988557556,"score_gpt":0.24479883925266832,"score_spread":0.20015482936709275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990996056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9774679,0.00012970489,0.00046758846,0.000016169506,0.00024928356,0.00029936427,0.0000037224452,0.00009859578,0.021267697],"genre_scores_gemma":[0.9997968,0.000014088296,0.00006390288,0.000006033065,0.000021331369,0.000023481056,0.00000397744,0.000011681176,0.000058714017],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988931,0.00009184746,0.0003424127,0.00010873813,0.0004263862,0.0001375205],"domain_scores_gemma":[0.99951667,0.00008733622,0.000045001056,0.00017781804,0.00013169576,0.000041484356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010339827,0.00008472882,0.00017056521,0.00007925998,0.00001696881,0.000012958864,0.000059921018,0.000069423775,0.00056854653],"category_scores_gemma":[0.00021544658,0.0000868815,0.000035391568,0.00018357721,0.000020169953,0.00009002752,0.000016251362,0.000101333564,0.000026347661],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000039972338,6.560534e-7,0.0007157323,0.0000780816,0.0000014259425,7.451815e-7,0.0005720583,0.021300782,0.97344995,0.00027831734,0.00028590762,0.0033123516],"study_design_scores_gemma":[0.00069672737,0.000017385933,0.00021828075,0.0001103298,0.0000117180925,0.0000016621627,0.00014794263,0.9531827,0.04543579,0.000039887887,0.000048755493,0.000088834284],"about_ca_topic_score_codex":0.000011477518,"about_ca_topic_score_gemma":0.0000053393296,"teacher_disagreement_score":0.9318819,"about_ca_system_score_codex":0.00012585703,"about_ca_system_score_gemma":0.000010675338,"threshold_uncertainty_score":0.6225186},"labels":[],"label_agreement":null},{"id":"W6991177191","doi":"","title":"Field performance of prestressed concrete bridge girders protected by cathodic protection and concrete surface treatment","year":2006,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Prestressed concrete; Cathodic protection; Corrosion; Galvanic anode; Galvanic cell; Girder; Bridge (graph theory)","score_opus":0.009940538872558288,"score_gpt":0.19755567033094365,"score_spread":0.18761513145838538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991177191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99649006,0.00022416234,0.0006241436,0.0000916155,0.00006882242,0.0007729822,0.000033720535,0.00020632529,0.0014881756],"genre_scores_gemma":[0.99918103,0.00008832492,0.00042288777,0.000009509691,0.000019640716,0.0000683844,0.0000140638485,0.000017467772,0.00017869967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992374,0.00004114413,0.00022876056,0.00019219027,0.00011364227,0.00018683815],"domain_scores_gemma":[0.99958456,0.000061414685,0.00004654875,0.00020949614,0.00004267174,0.000055339453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007861291,0.00016047877,0.00020937028,0.000026095398,0.00005324055,0.000017926,0.00005691568,0.00009709232,0.00008450938],"category_scores_gemma":[0.000022031129,0.00014936706,0.0000387038,0.00010471568,0.000061362654,0.00007843994,0.000014372842,0.00010722993,0.0000034356335],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000103532475,0.0000019123027,0.003801483,0.00015692649,0.0000071128607,8.5696223e-7,0.000096480115,0.00016555232,0.99156487,0.000008461974,0.00079758896,0.003295251],"study_design_scores_gemma":[0.0011604874,0.0006426181,0.009272311,0.000055059678,0.000023739858,0.000006574643,0.000013919423,0.07806459,0.90839237,0.00002668468,0.002099445,0.0002421801],"about_ca_topic_score_codex":0.0004211163,"about_ca_topic_score_gemma":0.000011175197,"teacher_disagreement_score":0.08317245,"about_ca_system_score_codex":0.000055013083,"about_ca_system_score_gemma":0.00002172985,"threshold_uncertainty_score":0.6091012},"labels":[],"label_agreement":null},{"id":"W6992390293","doi":"","title":"Life cycle cost analysis of high performance concrete bridges considering environmental impacts","year":2006,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Life-cycle cost analysis; Life-cycle assessment; Greenhouse gas; Bridge (graph theory); Cost analysis; Service life; Economic analysis; Life cycle costing","score_opus":0.007285395805597716,"score_gpt":0.1921279571675222,"score_spread":0.18484256136192448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992390293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99666727,0.00009202573,0.00038073718,0.000035579746,0.0000800871,0.00009375326,0.000080762096,0.00010400099,0.0024657797],"genre_scores_gemma":[0.99951714,0.000067395325,0.0002573999,0.000045678506,0.000029621076,0.000006381641,0.000038126414,0.00001420685,0.000024052091],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992285,0.00001572265,0.00026475708,0.00014080183,0.00015252912,0.00019769279],"domain_scores_gemma":[0.9995125,0.00007499389,0.000040278595,0.0002446327,0.000009424127,0.00011820226],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000094878174,0.000120612196,0.00028201521,0.000101990314,0.000037161302,0.000014940532,0.00007882735,0.000049176135,0.0010948918],"category_scores_gemma":[0.000026501293,0.00012437813,0.00009333858,0.00018518463,0.00007631865,0.000091478585,0.00003249914,0.00008477556,0.000021464915],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028340812,0.000007648887,0.16312855,0.00007447183,0.00016460255,0.000004066539,0.00012942015,0.10723812,0.72510797,0.00013855506,0.00083122257,0.0031470282],"study_design_scores_gemma":[0.00037373358,0.00002251825,0.4843762,0.000012098485,0.0001815201,0.0000021190174,0.000048811093,0.3965667,0.11773887,0.00003216836,0.00044470438,0.0002005711],"about_ca_topic_score_codex":0.000068058194,"about_ca_topic_score_gemma":0.000018557676,"teacher_disagreement_score":0.60736907,"about_ca_system_score_codex":0.00006769151,"about_ca_system_score_gemma":0.000014118483,"threshold_uncertainty_score":0.99981827},"labels":[],"label_agreement":null},{"id":"W6992476800","doi":"","title":"A longer lifespan for bridges","year":2008,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Clothing; Bridge (graph theory); Work (physics); Reinforced concrete","score_opus":0.02415755847758829,"score_gpt":0.22408017413147902,"score_spread":0.19992261565389072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992476800","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9788219,0.0000604346,0.008944487,0.00017943482,0.00026189457,0.00013416099,0.000010831985,0.00030011745,0.011286737],"genre_scores_gemma":[0.997852,0.000023851995,0.0013192997,0.00008283474,0.00008779206,0.000025533498,0.0000031299505,0.000012289843,0.00059323345],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99966943,0.000004229401,0.00007618337,0.00007954333,0.00005177889,0.00011885573],"domain_scores_gemma":[0.9997342,0.000050472576,0.000004792736,0.00013607136,0.000020769327,0.00005364917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000041486514,0.000055919176,0.00007645116,0.000017542528,0.00003790716,0.000005359194,0.000053315678,0.000030500425,0.00031790236],"category_scores_gemma":[0.000035414065,0.000053810156,0.000048017053,0.00003720595,0.000020487694,0.000031413027,0.000009173832,0.00004152403,0.000052376876],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010129242,0.00005176948,0.022478607,0.0003059451,0.00003335151,0.000027245564,0.002618326,0.00095606176,0.48908344,0.002409883,0.40793914,0.07399495],"study_design_scores_gemma":[0.0023910834,0.00019559551,0.10374146,0.000047404224,0.000033085737,0.000108234395,0.00016337138,0.21720912,0.14560232,0.0035119485,0.52593684,0.0010595589],"about_ca_topic_score_codex":0.0000010276016,"about_ca_topic_score_gemma":0.000003561776,"teacher_disagreement_score":0.34348112,"about_ca_system_score_codex":0.000017322489,"about_ca_system_score_gemma":0.00000853385,"threshold_uncertainty_score":0.34808078},"labels":[],"label_agreement":null},{"id":"W6992613167","doi":"","title":"Maintenance management of aging highway bridges: economical and technological challenges","year":2002,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Highway maintenance; Work (physics); Management system; Production (economics)","score_opus":0.024547806222001596,"score_gpt":0.2004668772839377,"score_spread":0.1759190710619361,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992613167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9333474,0.0013203995,0.0007296679,0.0014180653,0.00007979112,0.0001049829,0.0000036954177,0.00032748253,0.06266851],"genre_scores_gemma":[0.9948404,0.0038833213,0.0011318905,0.000013313317,0.000008326506,0.000007803916,2.3490558e-7,0.0000064784576,0.00010821803],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995739,0.000006962271,0.00012137987,0.00013360108,0.00004065244,0.00012350321],"domain_scores_gemma":[0.9997534,0.000027048236,0.000011168749,0.00016617725,0.000006642804,0.000035552297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000079405174,0.000069550544,0.00011681647,0.000026306381,0.000013375992,0.0000058146575,0.000078291225,0.000044757337,0.00027437843],"category_scores_gemma":[0.0000057139328,0.00006252552,0.000024271469,0.000028604289,0.000076931756,0.000028742057,0.00005482182,0.00007439773,0.000018924295],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006969873,0.000041411266,0.0008463185,0.00065328815,0.000034850782,0.000028838052,0.00025994366,0.00014418355,0.014787858,0.09842183,0.0034667416,0.8813078],"study_design_scores_gemma":[0.004484138,0.00030768587,0.112038024,0.0010166188,0.00010418426,0.00011744564,0.0034545567,0.5632267,0.06394021,0.032755952,0.21652944,0.0020250427],"about_ca_topic_score_codex":2.6971716e-7,"about_ca_topic_score_gemma":7.286188e-7,"teacher_disagreement_score":0.8792827,"about_ca_system_score_codex":0.000023345141,"about_ca_system_score_gemma":3.9454648e-7,"threshold_uncertainty_score":0.30042514},"labels":[],"label_agreement":null},{"id":"W6992770189","doi":"","title":"Modèles fiabilistes pour la prévision de la durée de vie des tabliers de ponts et béton","year":2006,"lang":"fr","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Minification; Prioritization; Bridge maintenance; Optimal maintenance; Ranking (information retrieval); Deck","score_opus":0.008901855155155687,"score_gpt":0.24242827750367443,"score_spread":0.23352642234851875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992770189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8969651,0.0019510082,0.02802816,0.002302573,0.00019421366,0.00017420847,0.00004454031,0.00024162403,0.070098616],"genre_scores_gemma":[0.9504636,0.00051960844,0.045417327,0.00012223721,0.00014362007,0.00002392332,0.000010852832,0.00005931784,0.0032394947],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979008,0.0006024263,0.00031693387,0.00031078185,0.0001924381,0.0006766209],"domain_scores_gemma":[0.9977241,0.0015721006,0.00005025188,0.00034656777,0.00005812063,0.00024887008],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0014641364,0.0002812448,0.0002712128,0.00008558444,0.0001396056,0.00015738522,0.00021281942,0.00037088123,0.0010334556],"category_scores_gemma":[0.0007939133,0.00030790054,0.00016642892,0.00020127649,0.00027685633,0.00019650071,0.00008783021,0.00043980827,0.000064977066],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000819769,0.00020938281,0.07039134,0.00077398575,0.000022110446,0.00009714038,0.0017117108,0.04486705,0.791955,0.027280819,0.012861221,0.049748287],"study_design_scores_gemma":[0.0016240318,0.00009249697,0.19490172,0.00078589673,0.00012125918,0.00020939666,0.00038818308,0.41221148,0.08374898,0.20855138,0.09646259,0.0009025661],"about_ca_topic_score_codex":0.0009815458,"about_ca_topic_score_gemma":0.0004190464,"teacher_disagreement_score":0.708206,"about_ca_system_score_codex":0.00069676386,"about_ca_system_score_gemma":0.000310023,"threshold_uncertainty_score":0.9999373},"labels":[],"label_agreement":null},{"id":"W6993082887","doi":"","title":"NRC studies corrosion inhibitors for reinforcing steel in concrete","year":2002,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Bridge (graph theory); Welding; Materials testing; Reinforced concrete","score_opus":0.03729028246694877,"score_gpt":0.2503547098691285,"score_spread":0.21306442740217973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6993082887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97982156,0.0010135587,0.0010237248,0.000262947,0.0010881586,0.00053353666,0.000012106511,0.0003592464,0.015885158],"genre_scores_gemma":[0.99830645,0.00021368361,0.00078619755,0.00006994366,0.000075541386,0.000064403735,0.0000020036944,0.00002064368,0.00046114615],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991376,0.000015042141,0.0002864682,0.00016225918,0.00015427143,0.0002443997],"domain_scores_gemma":[0.9994319,0.0002126939,0.000023373626,0.00019215936,0.000080057885,0.00005978865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002678401,0.00013322111,0.00022397938,0.00007518458,0.00005205554,0.000017298478,0.00008060269,0.000069460984,0.00019497094],"category_scores_gemma":[0.00029180988,0.00012732747,0.00006764216,0.00014645506,0.0000386005,0.000109480665,0.000036195146,0.00012337822,0.000031617587],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006574285,0.0000061968435,0.0023169394,0.00061733247,0.000015425283,0.000010814125,0.0046501155,0.0027833346,0.85046196,0.0013827303,0.083174706,0.054514684],"study_design_scores_gemma":[0.0037412825,0.00032704545,0.0006005443,0.0004984251,0.00003428127,0.000009264866,0.0020719205,0.7773673,0.13229251,0.0018076593,0.08029121,0.0009585796],"about_ca_topic_score_codex":0.0000016624479,"about_ca_topic_score_gemma":0.000017619328,"teacher_disagreement_score":0.77458394,"about_ca_system_score_codex":0.00016628028,"about_ca_system_score_gemma":0.00000542538,"threshold_uncertainty_score":0.5192264},"labels":[],"label_agreement":null},{"id":"W6996330104","doi":"","title":"Risk-Based Life-Cycle Cost-Benefit Analysis of Seismic Retrofitting Steel Moment-Resisting Frames in Canada using Friction Devices","year":2025,"lang":"en","type":"dissertation","venue":"Open MIND","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Steel frame; Retrofitting; Seismic retrofit; Welding; Frame (networking)","score_opus":0.021195681063461945,"score_gpt":0.27324722341905006,"score_spread":0.25205154235558813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6996330104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955829,0.00031582674,0.00042045602,0.000006028169,0.00031395248,0.00045759516,0.00026523648,0.0000058847186,0.002632161],"genre_scores_gemma":[0.9977654,0.000016193088,0.0012010366,0.000014318644,0.000014188131,0.00002268808,0.0006724922,0.000022388691,0.00027129336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99824077,0.00007013674,0.00077770936,0.00039571756,0.00027101138,0.00024462782],"domain_scores_gemma":[0.9987208,0.00031761135,0.00039848176,0.00035244128,0.00012795225,0.00008269227],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036914586,0.00026141873,0.00070724613,0.0005016506,0.00011242929,0.00009436651,0.00032868376,0.00015660468,0.0006824391],"category_scores_gemma":[0.00024203038,0.0003029728,0.00013048027,0.0013219428,0.0000059434738,0.000117016316,0.000043127056,0.00035508588,0.000001478324],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050337167,0.0000072309304,0.074519806,0.00023190046,0.000241656,0.000002513143,0.00030290105,0.8640946,0.00085735205,5.727951e-7,0.000014991624,0.05967612],"study_design_scores_gemma":[0.00024924352,0.000004461769,0.12608762,0.0003461279,0.0008042713,3.5917076e-8,0.0023956266,0.8664804,0.0030595544,0.0000017817831,0.00032432136,0.00024655656],"about_ca_topic_score_codex":0.77635056,"about_ca_topic_score_gemma":0.9733576,"teacher_disagreement_score":0.19700706,"about_ca_system_score_codex":0.0012199335,"about_ca_system_score_gemma":0.0012273939,"threshold_uncertainty_score":0.99994224},"labels":[],"label_agreement":null},{"id":"W7001856499","doi":"","title":"Long-life high performance concrete bridge decks","year":2012,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Durability; Service life; Rebar; Bridge (graph theory); Cracking; Shrinkage","score_opus":0.01727867810439375,"score_gpt":0.21888411693623427,"score_spread":0.2016054388318405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7001856499","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97854394,0.00018873111,0.00094216113,0.00006315076,0.00089583645,0.00008903431,0.000007203551,0.00033977214,0.018930169],"genre_scores_gemma":[0.99893314,0.00006186068,0.00032579462,0.00019370926,0.00022476306,0.000012896753,0.000007321942,0.000022028582,0.00021848167],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992558,0.000015971404,0.00015909327,0.0001009621,0.00013369655,0.00033452368],"domain_scores_gemma":[0.99941057,0.000041439085,0.00001455055,0.000273142,0.000025392597,0.00023488216],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016521422,0.00011990229,0.00014297463,0.000028544386,0.000047235604,0.000017120052,0.00011472246,0.0000662056,0.0022183624],"category_scores_gemma":[0.000040707157,0.00011577582,0.000042025094,0.00009178422,0.000035667512,0.00019052853,0.00003609964,0.0001479525,0.00058417476],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010499963,0.000017695267,0.553809,0.000559809,0.0000600866,0.000007789153,0.0015350167,0.0003212703,0.27372304,0.0031222417,0.0953559,0.07138318],"study_design_scores_gemma":[0.00067065255,0.00003117458,0.9180854,0.0000317796,0.000022999793,0.000016721377,0.000020173407,0.01958089,0.03259283,0.000068107685,0.028391274,0.0004880234],"about_ca_topic_score_codex":0.000004027766,"about_ca_topic_score_gemma":0.000001020668,"teacher_disagreement_score":0.36427638,"about_ca_system_score_codex":0.00004344064,"about_ca_system_score_gemma":0.000013568185,"threshold_uncertainty_score":0.99869376},"labels":[],"label_agreement":null},{"id":"W7007711177","doi":"","title":"Active and passive acoustic emission-based detection of corrosion damage in steel rods and tendons","year":2023,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Manitoba Hydro","keywords":"Corrosion; Acoustic emission; Rod; Beam (structure); Sorting; Structural health monitoring; Grout; SIGNAL (programming language)","score_opus":0.008465922870814933,"score_gpt":0.1957273742577355,"score_spread":0.18726145138692057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7007711177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99846035,0.000051046933,0.0005868182,0.00003176051,0.00023864633,0.000256376,0.000057701393,0.0000826659,0.00023465656],"genre_scores_gemma":[0.99938107,0.00020006315,0.000052046707,0.000001996477,0.0000072993425,8.224617e-7,0.00007854148,0.000021812068,0.00025632512],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99932486,0.000042741107,0.00011145807,0.00023561207,0.00015637727,0.00012896775],"domain_scores_gemma":[0.99936855,0.00018781547,0.00011524707,0.00016624057,0.00008884468,0.00007332351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006163671,0.00017034408,0.00032056522,0.00032127416,0.00007779409,0.0000074066606,0.000088983696,0.0002439503,0.000005760731],"category_scores_gemma":[0.00007438564,0.00021681523,0.0000561825,0.00025950398,0.000065584005,0.00009243016,0.000038590028,0.00026472178,0.0000015469603],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00059799367,0.00003758849,0.01190324,0.002038024,0.000022426413,0.000036288624,0.0017871602,0.0019076315,0.9671246,0.0000046789723,0.0002905991,0.0142498],"study_design_scores_gemma":[0.0011339842,0.00013509438,0.82943374,0.00067913625,0.00013038034,0.0000010155835,0.05820647,0.061509322,0.048332933,0.000023727163,0.000099672914,0.00031451313],"about_ca_topic_score_codex":0.0007894171,"about_ca_topic_score_gemma":0.24404794,"teacher_disagreement_score":0.91879165,"about_ca_system_score_codex":0.00010823364,"about_ca_system_score_gemma":0.000041472347,"threshold_uncertainty_score":0.8841468},"labels":[],"label_agreement":null},{"id":"W7008901046","doi":"","title":"Corrosion in reinforced concrete repair","year":2004,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforced concrete; Corrosion; Process (computing); Social benefits","score_opus":0.010891700663791979,"score_gpt":0.22020876530598868,"score_spread":0.2093170646421967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7008901046","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90776545,0.00037907902,5.0376474e-7,0.0000058237706,0.0028135024,0.0009503069,0.00043983295,0.0019713258,0.08567416],"genre_scores_gemma":[0.9915449,0.00045329772,0.00032530722,0.0001504269,0.000043254928,0.00018163877,0.0013366125,0.0002997241,0.0056648324],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9955794,0.00017233516,0.0014663681,0.001093082,0.00076453574,0.00092425017],"domain_scores_gemma":[0.99762076,0.0002252181,0.00026508936,0.0011915525,0.0002580769,0.0004392764],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["research_integrity"],"category_scores_codex":[0.0008085063,0.0010189392,0.0010914876,0.0005663961,0.00039566227,0.00007140948,0.00060780265,0.0013898821,0.00061530084],"category_scores_gemma":[0.00078601064,0.001160755,0.0006289272,0.0008384745,0.0000567342,0.00063406193,0.00010382516,0.0023751718,0.00054387545],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010789123,0.000026865955,0.00012326773,0.003788567,0.00011584543,0.00050192303,0.00009271117,0.0075101196,0.89075613,0.051858626,0.00008444562,0.044062573],"study_design_scores_gemma":[0.010625366,0.00077716284,0.0046830475,0.0072873603,0.0005310281,0.00013435788,0.0014259648,0.015151635,0.7895153,0.011423112,0.14908586,0.009359786],"about_ca_topic_score_codex":0.0003545391,"about_ca_topic_score_gemma":0.0017831641,"teacher_disagreement_score":0.14900142,"about_ca_system_score_codex":0.0019610352,"about_ca_system_score_gemma":0.00008972346,"threshold_uncertainty_score":0.9999264},"labels":[],"label_agreement":null},{"id":"W7010470895","doi":"","title":"Influence de l'endommagement sur la fiabilité structurale de ponts en béton armé : Études de cas","year":2010,"lang":"fr","type":"other","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforced concrete; Internal forces; Structural failure","score_opus":0.004746822023671835,"score_gpt":0.22201522643076813,"score_spread":0.2172684044070963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7010470895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8527799,0.0003796042,0.0046847127,0.00036719182,0.0003480842,0.00057589856,0.000041350795,0.00037287007,0.14045034],"genre_scores_gemma":[0.8587806,0.00021760611,0.014370714,0.0002706894,0.000233052,0.00006932298,0.000010790875,0.00020490418,0.12584233],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.997481,0.0003091863,0.0004976662,0.0005682099,0.00026614266,0.00087783596],"domain_scores_gemma":[0.9973221,0.0011553614,0.00009818165,0.0008946796,0.00008839816,0.00044127912],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00087395223,0.0006007506,0.0005498528,0.00012782967,0.00007605507,0.00013026793,0.00058523886,0.0008452134,0.03310576],"category_scores_gemma":[0.00122578,0.0005808904,0.00024100013,0.00014732071,0.00016543701,0.00013903316,0.00024134465,0.0010766032,0.0002119667],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015113622,0.00018129052,0.28949866,0.0037744292,0.00033360394,0.00025614482,0.0066779847,0.024995593,0.5268108,0.024210332,0.007475358,0.115634635],"study_design_scores_gemma":[0.0011921979,0.00007857311,0.3414044,0.00039594795,0.00018455143,0.00015340964,0.00022830137,0.0203148,0.031813186,0.0010152268,0.6018743,0.0013451194],"about_ca_topic_score_codex":0.0066757654,"about_ca_topic_score_gemma":0.011350017,"teacher_disagreement_score":0.5943989,"about_ca_system_score_codex":0.0011188802,"about_ca_system_score_gemma":0.00045483213,"threshold_uncertainty_score":0.99993885},"labels":[],"label_agreement":null},{"id":"W7011311678","doi":"","title":"Lifetime Serviceability and Safety of Highway Bridges Under Climate Change","year":2024,"lang":"en","type":"dissertation","venue":"MacSphere (McMaster University)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Climate change; Loss and damage; Hazard; Truck; Bridge (graph theory); Scope (computer science)","score_opus":0.012404220709144532,"score_gpt":0.20135097845162642,"score_spread":0.18894675774248187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7011311678","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49297485,0.0026369153,0.00010386963,0.00015167538,0.0018463854,0.00090697943,0.00055133196,0.00085294293,0.49997506],"genre_scores_gemma":[0.9009761,0.0017149939,0.00012233491,0.000060538692,0.00013755498,0.000004063981,0.00040952268,0.00012114824,0.096453734],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988071,0.000054643417,0.000269654,0.00043155282,0.00017207868,0.0002650224],"domain_scores_gemma":[0.99933046,0.00007072753,0.00006730512,0.00032161837,0.000080497615,0.00012940372],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000106049105,0.0003371743,0.0004404563,0.0001451283,0.00005955362,0.00003755528,0.00021412394,0.00032803867,0.015726775],"category_scores_gemma":[0.0000053029157,0.00037217673,0.00014625315,0.00034641163,0.000050728264,0.0001761481,0.000120226345,0.00032884488,0.000057707362],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021163775,0.00014155197,0.010575924,0.036580402,0.0006029521,0.00016640227,0.013501449,0.0007914845,0.006383104,0.009776772,0.0011559379,0.91820765],"study_design_scores_gemma":[0.0041613816,0.00039366016,0.26441383,0.005010083,0.0020478987,0.000021309384,0.034902714,0.029411595,0.0064815395,0.0008201092,0.6481934,0.00414242],"about_ca_topic_score_codex":0.00013146622,"about_ca_topic_score_gemma":0.0016056423,"teacher_disagreement_score":0.91406524,"about_ca_system_score_codex":0.00015114105,"about_ca_system_score_gemma":0.000026971142,"threshold_uncertainty_score":0.99987304},"labels":[],"label_agreement":null},{"id":"W7014285177","doi":"","title":"Performance de l'acier d'armature résistant à la corrosion dans les structures de béton","year":2010,"lang":"fr","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Welding; Deformation (meteorology); Weldability","score_opus":0.007234791250806915,"score_gpt":0.22042571580809042,"score_spread":0.2131909245572835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7014285177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95826334,0.00043754771,0.0050934977,0.0007853627,0.001882824,0.0001423339,0.00005905005,0.00019428977,0.033141766],"genre_scores_gemma":[0.9869088,0.000389903,0.010267882,0.00009103765,0.00028799244,0.000011682218,0.0000111370755,0.000047257497,0.0019843394],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99859834,0.00009617262,0.00025946705,0.00027204497,0.000214373,0.0005596218],"domain_scores_gemma":[0.99900115,0.0001473631,0.00004894116,0.00046066492,0.00006254259,0.000279354],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004103196,0.0002793432,0.00022430143,0.000052044397,0.0002018532,0.00009534416,0.0002828689,0.0005334683,0.0032422112],"category_scores_gemma":[0.000117335134,0.00027258415,0.00012535272,0.00015813338,0.0002154452,0.0001491228,0.00008324537,0.0013227157,0.000057137913],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045237004,0.000018097346,0.024937602,0.00034077,0.000004417052,0.000015909212,0.0025976342,0.0010581914,0.93795866,0.0038055102,0.0030937665,0.026124215],"study_design_scores_gemma":[0.0006690664,0.00007200943,0.15430768,0.00019130483,0.00008099267,0.00024452794,0.00043836315,0.2126669,0.45008364,0.004452632,0.17615223,0.000640668],"about_ca_topic_score_codex":0.00006730109,"about_ca_topic_score_gemma":0.0002975697,"teacher_disagreement_score":0.487875,"about_ca_system_score_codex":0.00021815707,"about_ca_system_score_gemma":0.00015013329,"threshold_uncertainty_score":0.99997264},"labels":[],"label_agreement":null},{"id":"W7014625538","doi":"","title":"Reliability-based prediction of chloride ingress and reinforcement corrosion of aging concrete bridge decks - a case study investigation","year":2003,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforcement; Bridge deck; Chloride; Probabilistic logic; Concrete cover; Bridge (graph theory)","score_opus":0.021341088064833685,"score_gpt":0.23507039397783175,"score_spread":0.21372930591299807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7014625538","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99202657,0.000025426596,0.00689184,0.000008021737,0.00020025104,0.00043384623,0.00001824657,0.0000807177,0.00031509934],"genre_scores_gemma":[0.99955344,0.000010514938,0.0003643402,0.0000134669635,0.000009698122,0.00002343506,0.0000048107313,0.000012213635,0.000008092398],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99899375,0.00007942439,0.0004394265,0.00017613515,0.00019053133,0.000120757264],"domain_scores_gemma":[0.99930936,0.000116456984,0.0000865486,0.00028573765,0.00011618267,0.00008574208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055217126,0.000117503936,0.00020131574,0.00008195752,0.000044785247,0.000008578058,0.00004168696,0.00005070066,0.000048968857],"category_scores_gemma":[0.00017603236,0.00010823898,0.00003610658,0.00015171825,0.000092049995,0.00010320854,0.000019814068,0.0000873559,6.0826983e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008061975,0.0000161852,0.16191046,0.0005265123,0.000010968852,0.000032804866,0.0026406595,0.0034785215,0.82986933,0.00022140922,0.000110370216,0.0011021593],"study_design_scores_gemma":[0.0031202002,0.00044614048,0.01772045,0.0003414998,0.00008265587,0.000067809095,0.0011362608,0.15246229,0.82398605,0.00026584783,0.00010856433,0.00026223558],"about_ca_topic_score_codex":0.00005140483,"about_ca_topic_score_gemma":0.000009953191,"teacher_disagreement_score":0.14898376,"about_ca_system_score_codex":0.00006264526,"about_ca_system_score_gemma":0.000035377438,"threshold_uncertainty_score":0.44138575},"labels":[],"label_agreement":null},{"id":"W7015066728","doi":"","title":"Remote monitoring of concrete repairs on a highway bridge","year":2000,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Deformation monitoring; Work (physics); Key (lock)","score_opus":0.017665929826676377,"score_gpt":0.23265596171378186,"score_spread":0.21499003188710547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7015066728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9162435,0.000039533435,0.000091558286,0.00004154525,0.00025555358,0.00007799024,0.000007702259,0.00034693666,0.082895674],"genre_scores_gemma":[0.99824256,0.00007361711,0.0011109506,0.000019272406,0.00008752087,0.0000019137983,0.0000014499491,0.000018085433,0.00044463194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993361,0.000021036885,0.00019723325,0.00014347237,0.00014258202,0.00015954368],"domain_scores_gemma":[0.9994689,0.000072864204,0.0000147613155,0.00034830451,0.000022178992,0.00007296532],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011697184,0.000100886136,0.00015876131,0.00003231401,0.000024063087,0.000008187123,0.00009738543,0.00005538658,0.0013533095],"category_scores_gemma":[0.000029472849,0.000100506,0.000075121665,0.000104704246,0.000029536266,0.00003931661,0.000009966117,0.00012262828,0.00011229125],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017187992,0.0000058040814,0.0031590748,0.0001715146,0.000027284932,0.000023692734,0.0007260333,0.0011789522,0.61915404,0.00039088624,0.0059249448,0.36906588],"study_design_scores_gemma":[0.0020098034,0.00039200144,0.08558495,0.00053846976,0.000045131077,0.00002262972,0.00007641557,0.09046463,0.7418649,0.0021137965,0.07592511,0.0009621043],"about_ca_topic_score_codex":0.000012599544,"about_ca_topic_score_gemma":5.97362e-7,"teacher_disagreement_score":0.36810377,"about_ca_system_score_codex":0.00004123756,"about_ca_system_score_gemma":0.00000838631,"threshold_uncertainty_score":0.9995596},"labels":[],"label_agreement":null},{"id":"W7018116987","doi":"","title":"Combined effect of reinforcement corrosion and seismic loads on RC bridge columns: modelling","year":2011,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Dissipation; Rebar; Bridge (graph theory); Reinforcement; Deformation (meteorology); Displacement (psychology); Corrosion; Bearing capacity; Reduction (mathematics)","score_opus":0.02126874902048153,"score_gpt":0.2073849268024722,"score_spread":0.18611617778199066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7018116987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9599357,0.000022909191,0.015024858,0.000006576256,0.00018655827,0.0002777111,0.0000043667524,0.00016003482,0.024381252],"genre_scores_gemma":[0.999561,0.0000565516,0.00024079393,0.000030451463,0.000009628814,0.000014135108,0.0000042405286,0.000015455105,0.00006773838],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993654,0.00002760222,0.00019988246,0.0001376067,0.00012479183,0.00014472667],"domain_scores_gemma":[0.999554,0.00008406983,0.00002782666,0.00023712822,0.000022725413,0.000074284544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019665061,0.00012335338,0.00020766933,0.000044771135,0.00003167457,0.000007832159,0.00007138553,0.000059198082,0.00015395832],"category_scores_gemma":[0.00001308922,0.00011328034,0.00004546358,0.00006400808,0.000029055322,0.00004611046,0.000033641896,0.00009764597,0.000016565142],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00323959,0.00020994522,0.020914886,0.0031438838,0.000088607994,0.000028837216,0.007897734,0.2782312,0.6426913,0.0036302179,0.009907065,0.030016692],"study_design_scores_gemma":[0.0008505219,0.0006667232,0.0009217591,0.000075910735,0.000019788178,9.758506e-7,0.0000067265596,0.885116,0.11184602,0.00018738079,0.00017800937,0.0001301861],"about_ca_topic_score_codex":0.00002520672,"about_ca_topic_score_gemma":0.0000011423643,"teacher_disagreement_score":0.6068848,"about_ca_system_score_codex":0.000036749487,"about_ca_system_score_gemma":0.0000059917675,"threshold_uncertainty_score":0.4619438},"labels":[],"label_agreement":null},{"id":"W7018160356","doi":"","title":"Corrosion performance of reinforcing steel in concrete containing supplementary cementing materials","year":2003,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Fly ash; Silica fume; Chloride; Cementitious; Ground granulated blast-furnace slag; Portland cement; Cement","score_opus":0.012123214240960047,"score_gpt":0.2136248785133164,"score_spread":0.20150166427235636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7018160356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917858,0.00002242293,0.0001864765,0.000008499336,0.00031945627,0.00019327266,0.000016694534,0.0000481897,0.0074191485],"genre_scores_gemma":[0.9986804,0.00003349483,0.0011566113,0.000030014553,0.000013199891,0.000015478183,0.000020514104,0.0000163861,0.000033887187],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989552,0.000043954697,0.00047100073,0.00013228414,0.0001395642,0.00025802167],"domain_scores_gemma":[0.9996132,0.00007082159,0.000057099627,0.00018621386,0.000028774604,0.00004385512],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005635408,0.00012227106,0.00023558056,0.000076722594,0.00003791706,0.000015672076,0.000083679784,0.00004704201,0.0024706165],"category_scores_gemma":[0.000049703776,0.00012847144,0.00002982963,0.00012282806,0.000025034216,0.00011259923,0.000032150907,0.00009671463,0.0000063708076],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035993125,0.0000010354784,0.020190282,0.0001454777,0.0000019746674,0.0000015164567,0.00030104394,0.0004399145,0.9777176,0.00041790347,0.000077574325,0.00066970475],"study_design_scores_gemma":[0.0009771602,0.00011294472,0.0018603724,0.0001671902,0.0000073451724,0.0000035213018,0.00045845448,0.01327852,0.98164856,0.000038634196,0.0012648457,0.00018247477],"about_ca_topic_score_codex":0.000015654929,"about_ca_topic_score_gemma":0.00000910185,"teacher_disagreement_score":0.01832991,"about_ca_system_score_codex":0.000070608185,"about_ca_system_score_gemma":0.000018825633,"threshold_uncertainty_score":0.9984413},"labels":[],"label_agreement":null},{"id":"W7018189606","doi":"","title":"Critical concrete infrastructure: extending the life of Canada’s bridge network","year":2013,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Truck; Work (physics); Service (business); Automation; Driver rehabilitation; Bridge maintenance","score_opus":0.008469692032479496,"score_gpt":0.20657773963923612,"score_spread":0.19810804760675663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7018189606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9555731,0.00055653724,0.002653114,0.002655712,0.0016099366,0.00031211457,0.000022260398,0.00016370584,0.036453545],"genre_scores_gemma":[0.9989262,0.000013207186,0.00042005716,0.00042431272,0.00015746728,0.000011036386,0.0000014333962,0.000012835685,0.00003344528],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9992365,0.000031693824,0.00020361031,0.00009664722,0.00016417977,0.00026735975],"domain_scores_gemma":[0.99923164,0.00028555802,0.000015552414,0.0002572999,0.000065570166,0.0001443733],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011792678,0.0000953871,0.00014644873,0.000009438591,0.00006953792,0.00002449226,0.00015930636,0.000042987052,0.002544844],"category_scores_gemma":[0.00032762965,0.000070395596,0.00003848451,0.00008808864,0.00008049982,0.00005986166,0.00004368072,0.00017053964,0.000008498587],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012776226,0.0000011360578,0.0062825438,0.00015162365,0.000034608907,0.0000049729265,0.00026901162,0.0041491548,0.056744475,0.018880093,0.8995464,0.013923245],"study_design_scores_gemma":[0.0005594925,0.0000515353,0.62641704,0.000093206814,0.000057507998,0.000025867921,0.0002281012,0.2753974,0.005634471,0.018458154,0.0724002,0.0006770269],"about_ca_topic_score_codex":0.0056367978,"about_ca_topic_score_gemma":0.0033729477,"teacher_disagreement_score":0.8271462,"about_ca_system_score_codex":0.000043389602,"about_ca_system_score_gemma":0.00013952679,"threshold_uncertainty_score":0.99836695},"labels":[],"label_agreement":null},{"id":"W7018196223","doi":"","title":"Corrosion-resistant reinforcing steel in concrete structures","year":2010,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Welding; Deformation (meteorology); Reinforced concrete; Work (physics)","score_opus":0.008132282931562896,"score_gpt":0.2142947537238688,"score_spread":0.2061624707923059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7018196223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9708681,0.00002493009,0.0002458911,0.000059776452,0.00082946103,0.00013422997,0.000010162303,0.00022315817,0.027604284],"genre_scores_gemma":[0.9983933,0.000008030277,0.0013128872,0.00005996202,0.00005846854,0.000010607948,0.0000048998168,0.000019507654,0.00013235278],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99919474,0.000014050396,0.00024431935,0.00015926434,0.00014619951,0.00024140142],"domain_scores_gemma":[0.9994188,0.00009639169,0.0000201181,0.00033465296,0.00002835849,0.00010166794],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016604921,0.00013291746,0.0001689878,0.00007207385,0.000041505988,0.000035795336,0.00015340427,0.00010942379,0.0014025272],"category_scores_gemma":[0.00010934498,0.00012342476,0.0000481978,0.00013865929,0.000047681715,0.000086588545,0.000039936207,0.0004095231,0.000030310148],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020876374,4.0819387e-7,0.0009839425,0.00002705643,8.2158505e-7,0.000006028514,0.00014598075,0.0001819021,0.99127483,0.003371833,0.00076845934,0.0032178648],"study_design_scores_gemma":[0.003621469,0.0001836076,0.08889408,0.0001594587,0.000029385066,0.000041390424,0.0005677255,0.22478703,0.5900102,0.018761078,0.07121994,0.0017246022],"about_ca_topic_score_codex":0.000012647463,"about_ca_topic_score_gemma":0.0001606378,"teacher_disagreement_score":0.4012646,"about_ca_system_score_codex":0.000034625555,"about_ca_system_score_gemma":0.000022704493,"threshold_uncertainty_score":0.99951035},"labels":[],"label_agreement":null},{"id":"W7020445033","doi":"","title":"Jardins pédagogiques et développement du sentiment de pouvoir agir chez les jeunes du secondaire au Québec : une étude de cas","year":2024,"lang":"fr","type":"other","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Ethnography; Western europe; Armed conflict","score_opus":0.010942140160366483,"score_gpt":0.21587538354698768,"score_spread":0.2049332433866212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020445033","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7679199,0.018320976,0.04713979,0.006704938,0.0017028941,0.0008173794,0.00011955112,0.00028286738,0.15699174],"genre_scores_gemma":[0.9622901,0.0023092092,0.0033122792,0.000059583337,0.00022335642,0.0000029932532,0.000020239731,0.000095435535,0.03168679],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979156,0.00026302642,0.00047494093,0.000519264,0.00037011743,0.0004570542],"domain_scores_gemma":[0.9988052,0.00011935331,0.00014748613,0.0005047165,0.00018321382,0.00023997713],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00049213227,0.000567107,0.000674558,0.0002021916,0.00056437426,0.000058679874,0.00082829647,0.00047867242,0.0011455589],"category_scores_gemma":[0.000081763705,0.0005592411,0.00075817644,0.0003085628,0.0010020912,0.00012969282,0.0006870312,0.00058390223,0.0001845956],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004745381,0.0016353653,0.32688963,0.049690664,0.0038385268,0.00041466963,0.25181052,0.12167137,0.11685404,0.033655085,0.07602179,0.017043777],"study_design_scores_gemma":[0.001760852,0.00018004497,0.25245985,0.01688616,0.0015448105,0.00021370499,0.004567518,0.03396482,0.05881706,0.0003309019,0.62794733,0.00132692],"about_ca_topic_score_codex":0.120209046,"about_ca_topic_score_gemma":0.71321964,"teacher_disagreement_score":0.5930106,"about_ca_system_score_codex":0.009479019,"about_ca_system_score_gemma":0.0016746212,"threshold_uncertainty_score":0.99976754},"labels":[],"label_agreement":null},{"id":"W7020797305","doi":"","title":"Maximum likelihood estimation for parameters of chloride induced corrosion of concrete bridges","year":2016,"lang":"en","type":"dissertation","venue":"Open MIND","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Chloride; Corrosion; Diffusion; Service life; Maximum likelihood; Dissolution; Penetration (warfare); Hydrogen chloride","score_opus":0.03153987939758489,"score_gpt":0.2936023717267747,"score_spread":0.2620624923291898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020797305","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923569,0.000064712876,0.0026067544,0.000012296252,0.0010337302,0.0012447563,0.0003490403,0.000007975963,0.0023238473],"genre_scores_gemma":[0.9941337,0.000032850538,0.0045292675,0.0000032200264,0.00002302697,0.000085927386,0.00079323153,0.00004757682,0.0003511923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864566,0.00002256368,0.00064948323,0.00029560502,0.00019015819,0.00019652744],"domain_scores_gemma":[0.99874437,0.00025465386,0.00032416693,0.00038832676,0.00021136721,0.00007711754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029671632,0.00025005738,0.0005810883,0.000113543334,0.000034150064,0.000037053083,0.00037009126,0.000295231,0.00030300103],"category_scores_gemma":[0.00025697445,0.00022616827,0.00015713574,0.000098306155,0.000025969894,0.00017321965,0.00003733218,0.00011962194,0.00002482662],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070427865,0.0000072455105,0.00008183871,0.00059719716,0.000026722171,6.8632403e-7,0.00077798666,0.00007829551,0.6133402,0.0000064844858,0.00015911587,0.38421997],"study_design_scores_gemma":[0.0008863153,0.00017178223,0.0005941503,0.00073085,0.00009611654,9.2002387e-7,0.00029028815,0.007010376,0.9893725,0.00015863574,0.00040168117,0.0002863959],"about_ca_topic_score_codex":0.00005441885,"about_ca_topic_score_gemma":0.000064380576,"teacher_disagreement_score":0.38393357,"about_ca_system_score_codex":0.00006342792,"about_ca_system_score_gemma":0.00011094085,"threshold_uncertainty_score":0.9222874},"labels":[],"label_agreement":null},{"id":"W7020914803","doi":"","title":"Modelling RC bridge columns under the combined effects of traffic and reinforcement corrosion","year":2010,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Spall; Bridge (graph theory); Corrosion; Deflection (physics); Truck; Finite element method; Reinforcement; Beam bridge","score_opus":0.010173252231500257,"score_gpt":0.20336487843733164,"score_spread":0.19319162620583138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020914803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9759835,0.00003236799,0.022205105,0.00007552041,0.00040166004,0.00025666485,0.0000016069138,0.00008678175,0.0009568229],"genre_scores_gemma":[0.9996073,0.00003513144,0.00020589065,0.00004255861,0.000018239672,0.000012497361,0.00000271743,0.000012013523,0.00006361354],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994862,0.000014448282,0.00015427776,0.000099028206,0.00011864183,0.00012739042],"domain_scores_gemma":[0.9994756,0.00017744659,0.0000214448,0.00023995762,0.000027682443,0.000057893936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013787008,0.000088680594,0.00012420486,0.000021358364,0.000058035956,0.000017837618,0.00008542154,0.00005650101,0.00007671097],"category_scores_gemma":[0.000015149273,0.000068518864,0.000037280508,0.00006706594,0.0000643764,0.00003736161,0.000032017815,0.00018079042,0.000004343336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033749202,0.000015707461,0.00009895136,0.00021225122,0.0000060817415,9.460889e-7,0.00054435007,0.33520997,0.6567514,0.0024872436,0.0009139907,0.0037253506],"study_design_scores_gemma":[0.00049152045,0.000054701562,0.000794051,0.000023842533,0.000014275828,0.0000017809945,0.000024564788,0.9777136,0.020188304,0.00030696782,0.000298117,0.00008826768],"about_ca_topic_score_codex":0.0000067720193,"about_ca_topic_score_gemma":0.000018876442,"teacher_disagreement_score":0.6425036,"about_ca_system_score_codex":0.000012283141,"about_ca_system_score_gemma":0.000009702468,"threshold_uncertainty_score":0.27941182},"labels":[],"label_agreement":null},{"id":"W7024111369","doi":"","title":"Project to provide risk-based life-cycle management of aging highway bridge decks","year":2007,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Work (physics); Bridge deck; Welding","score_opus":0.01581441431009382,"score_gpt":0.25295152655615627,"score_spread":0.23713711224606246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7024111369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.927678,0.000036476988,0.052753504,0.00008996568,0.0002343295,0.00050472387,0.000013267159,0.00034291513,0.018346831],"genre_scores_gemma":[0.99048895,0.000008138964,0.00923001,0.00010149261,0.000034315013,0.000021661073,0.000003103724,0.0000215967,0.000090742826],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9990848,0.000019352208,0.00026268457,0.0001837106,0.0001884782,0.00026102],"domain_scores_gemma":[0.99941254,0.00006500391,0.000033045842,0.00033161617,0.000034800592,0.0001230011],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046017638,0.00011779426,0.00014849857,0.00010801299,0.000035395027,0.0000147122155,0.00014253499,0.0000372686,0.00013514337],"category_scores_gemma":[0.00004021857,0.00011688536,0.00006520095,0.00026311466,0.000017913662,0.000040424802,0.000047373363,0.000104014885,0.000035457128],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038437571,0.00021534477,0.049285725,0.0031256133,0.0001599384,0.0001049355,0.002323482,0.018420381,0.15744747,0.001551197,0.03850519,0.72847635],"study_design_scores_gemma":[0.0035345268,0.00024330585,0.4257019,0.00062523695,0.00017262493,0.000003938902,0.0005304252,0.11584255,0.3402761,0.00084707607,0.11080219,0.0014201488],"about_ca_topic_score_codex":0.00004410798,"about_ca_topic_score_gemma":0.000044996847,"teacher_disagreement_score":0.7270562,"about_ca_system_score_codex":0.00007203062,"about_ca_system_score_gemma":0.000021556667,"threshold_uncertainty_score":0.47664467},"labels":[],"label_agreement":null},{"id":"W7024676027","doi":"","title":"Situations d'apprentissage d'entraîneurs de natation concernant l'enseignement des habiletés de vie des jeunes","year":2018,"lang":"fr","type":"other","venue":"Corpus Université Laval (Université Laval)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Université Laval","keywords":"Context (archaeology); Research methodology; Ile de france","score_opus":0.011196272931752401,"score_gpt":0.19862295299893654,"score_spread":0.18742668006718413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7024676027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76389825,0.010470746,0.048590835,0.0008675436,0.0019878547,0.0014294739,0.0004966578,0.0011081705,0.17115043],"genre_scores_gemma":[0.5338405,0.042939357,0.01704325,0.00015384877,0.00080726814,0.000021252325,0.0005290812,0.0008039156,0.40386158],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99618065,0.00039888604,0.00048116661,0.001026902,0.00057904725,0.0013333379],"domain_scores_gemma":[0.9971483,0.0003292423,0.00037569893,0.0008851135,0.00041399346,0.00084768806],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00037695377,0.00096057524,0.0008213233,0.0006342298,0.0012412184,0.0001267334,0.0010310309,0.0007670889,0.007552727],"category_scores_gemma":[0.00014369586,0.0012136892,0.000600166,0.0009342204,0.0010922117,0.0004924107,0.0004756369,0.0005823821,0.00040507308],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008600864,0.00077742833,0.15412769,0.0032466166,0.0017477097,0.0018600991,0.11479412,0.0060186824,0.27750316,0.024674384,0.056332704,0.35805732],"study_design_scores_gemma":[0.0064769834,0.0010629046,0.08786689,0.0029532793,0.0034135496,0.0003807729,0.026481556,0.017785883,0.059150323,0.003902418,0.78676116,0.0037642538],"about_ca_topic_score_codex":0.0091107525,"about_ca_topic_score_gemma":0.04074769,"teacher_disagreement_score":0.7304285,"about_ca_system_score_codex":0.006675478,"about_ca_system_score_gemma":0.00097029743,"threshold_uncertainty_score":0.9990313},"labels":[],"label_agreement":null},{"id":"W7025722482","doi":"","title":"What works in engagement of families in behavioural family therapy? A positive model from the therapist perspective","year":2006,"lang":"en","type":"article","venue":"Pure (Coventry University)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Health Care Foundation","funders":"","keywords":"Perspective (graphical); Action (physics); Conceptual model; Context (archaeology); Qualitative research","score_opus":0.018655295387783093,"score_gpt":0.19798606379051692,"score_spread":0.17933076840273382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7025722482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938441,0.0026709193,0.00085972087,0.0001891249,0.000115098366,0.00027363218,0.000037680315,0.00004335858,0.0019663598],"genre_scores_gemma":[0.99807554,0.0017140481,0.000054363216,0.000048567017,0.000013810637,0.0000016480741,0.000013312818,0.000011064199,0.00006764984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99926364,0.00010106899,0.00014423883,0.00019197696,0.0001236726,0.00017541487],"domain_scores_gemma":[0.9995664,0.00012688902,0.00003201721,0.00020582571,0.000044722157,0.000024168821],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010017343,0.0001418544,0.00017438782,0.00013159234,0.000044521734,0.000042590425,0.0002156645,0.00008155828,0.000025789474],"category_scores_gemma":[0.000005892613,0.00012730258,0.00008973749,0.0003607867,0.000072824936,0.00033215765,0.000052715168,0.0002882188,0.0000014176765],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019464628,0.00090458436,0.3047075,0.00004895649,0.00021312339,0.00036357567,0.06320439,0.49023175,0.08384626,0.023695618,0.00042361065,0.030414185],"study_design_scores_gemma":[0.004092029,0.000066227934,0.7464192,0.00052554574,0.00004097008,8.287894e-7,0.15829578,0.08280873,0.004132632,0.0027465431,0.00029633517,0.0005751965],"about_ca_topic_score_codex":0.0028594704,"about_ca_topic_score_gemma":0.0027120009,"teacher_disagreement_score":0.4417117,"about_ca_system_score_codex":0.00035200777,"about_ca_system_score_gemma":0.000030526066,"threshold_uncertainty_score":0.51912487},"labels":[],"label_agreement":null},{"id":"W7026259949","doi":"","title":"An address to the Pioneer and Historical Society of the County of York on the Exhibition Grounds, Toronto, June 18, 1891.","year":2014,"lang":"en","type":"article","venue":"QSpace (Queen's University Library)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Nucleofection; Gestational period; TSG101; Dysgeusia; Diafiltration; Liquation; Emperipolesis; Triacetin; Durvalumab","score_opus":0.01046012764257919,"score_gpt":0.17088196653242252,"score_spread":0.16042183888984332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7026259949","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.912184,0.0000927464,0.002962764,0.07270676,0.0008818511,0.00066126016,0.000089343645,0.0002786966,0.010142596],"genre_scores_gemma":[0.9956445,0.00006488394,0.00016568067,0.0003286759,0.000052776373,8.1198493e-7,0.0000042977504,0.000013513719,0.003724853],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992531,0.00014198002,0.00010299303,0.00016421247,0.00020491476,0.00013278905],"domain_scores_gemma":[0.9991208,0.000201528,0.00004977307,0.00051763473,0.00003045762,0.00007983242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000121015524,0.00012163427,0.00015411126,0.000016037535,0.0001618713,0.000020639656,0.00034552885,0.000081630045,0.00018219028],"category_scores_gemma":[0.000017687555,0.00007597114,0.000111098845,0.00018170365,0.000096897034,0.00030967276,0.00012062875,0.0001577068,0.000001914156],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010275968,0.000052283944,0.0030207846,0.000081346974,0.000024361749,3.7041022e-7,0.00311912,0.0007539791,0.000895355,0.008493867,0.9830346,0.00042118764],"study_design_scores_gemma":[0.0004963699,0.00018333679,0.03722347,0.000090521746,0.000054658718,2.4626414e-7,0.0031467709,0.0020415126,0.005841777,0.00015058648,0.9504795,0.000291272],"about_ca_topic_score_codex":0.0022889068,"about_ca_topic_score_gemma":0.00022065912,"teacher_disagreement_score":0.08346052,"about_ca_system_score_codex":0.00018064654,"about_ca_system_score_gemma":0.00002296764,"threshold_uncertainty_score":0.34601578},"labels":[],"label_agreement":null},{"id":"W7026940531","doi":"","title":"Ariana Grande - Sweetener / thank u, next","year":2019,"lang":"en","type":"other","venue":"Bulletin of Miscellaneous Information (Royal Gardens Kew)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Queer; Career path; Coming out","score_opus":0.00661562751922813,"score_gpt":0.16805467932233442,"score_spread":0.1614390518031063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7026940531","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00007005492,0.00056638534,0.0000034624745,0.000042204312,0.0009008754,0.00041503948,0.00010525927,0.000550138,0.9973466],"genre_scores_gemma":[0.0016984585,0.00038621164,0.0004922004,0.0001544784,0.00014878399,0.0000122035735,0.000118535216,0.00017730385,0.9968118],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99865115,0.000034870107,0.0005291103,0.00017635648,0.00032153458,0.0002869831],"domain_scores_gemma":[0.9989874,0.00008707362,0.00018379204,0.00055129983,0.000069688096,0.0001207788],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00014165665,0.00036155558,0.0004699181,0.00008015982,0.00002798268,0.00005676229,0.00029756193,0.0004580955,0.38849735],"category_scores_gemma":[0.00007208361,0.00035063707,0.00020532303,0.000008099057,0.0000668567,2.223687e-7,0.00006122032,0.00029219445,0.028877694],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024606066,0.0000068823706,0.0000019038031,0.0006631468,0.000035370223,0.0000047560798,0.000055519133,0.00089700107,0.0000024272579,0.000015162726,0.99552536,0.0027678674],"study_design_scores_gemma":[0.0004608134,0.00004366015,0.000007302389,0.00017978084,0.000038727816,0.000021143112,0.000038324106,0.0002752257,0.000016879012,0.000004711017,0.99853176,0.00038167156],"about_ca_topic_score_codex":0.0013435959,"about_ca_topic_score_gemma":0.00070092554,"teacher_disagreement_score":0.35961968,"about_ca_system_score_codex":0.00004866336,"about_ca_system_score_gemma":0.00001898226,"threshold_uncertainty_score":0.99989456},"labels":[],"label_agreement":null},{"id":"W7028486793","doi":"","title":"Fondation de recherche chiropratique du Québec 2007 Report of Activities","year":2008,"lang":"fr","type":"article","venue":"Europe PMC (PubMed Central)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Context (archaeology); Field (mathematics); Agency (philosophy)","score_opus":0.06136523379184661,"score_gpt":0.2589881481933958,"score_spread":0.19762291440154917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7028486793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95785344,0.0032694458,0.010941036,0.003492289,0.0022816465,0.00045909366,0.000034134773,0.00022361158,0.021445327],"genre_scores_gemma":[0.95608866,0.005446103,0.0047642407,0.00013886283,0.0006463037,0.000044164768,0.000023018994,0.00008783893,0.032760803],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9970438,0.0007677565,0.0006794208,0.00037029746,0.00026055225,0.0008781705],"domain_scores_gemma":[0.99825454,0.00042711353,0.00020355586,0.00058367074,0.00013853904,0.0003925668],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0016809938,0.00029434022,0.00036904917,0.00007406703,0.00009617967,0.00002841174,0.00022167823,0.00029415032,0.0014572712],"category_scores_gemma":[0.0034618885,0.00032293503,0.00016137074,0.0003786761,0.00024546543,0.0003271011,0.000074678406,0.00076570245,0.000058813537],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044565456,0.0007116453,0.47932345,0.0018467368,0.00028885706,0.0031668989,0.085349135,0.00432505,0.0834877,0.0027345289,0.117998034,0.22032231],"study_design_scores_gemma":[0.0005221638,0.000055261386,0.33308026,0.00009705638,0.000057638503,0.001164562,0.00021482087,0.0016020382,0.07056297,0.000068259396,0.59213525,0.00043971805],"about_ca_topic_score_codex":0.0059993733,"about_ca_topic_score_gemma":0.0011429026,"teacher_disagreement_score":0.47413722,"about_ca_system_score_codex":0.0012877643,"about_ca_system_score_gemma":0.0015085802,"threshold_uncertainty_score":0.9999223},"labels":[],"label_agreement":null},{"id":"W7038652716","doi":"","title":"IRC evaluates corrosion inhibitors in reinforced concrete","year":2002,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Reinforced concrete; Corrosion; Pitting corrosion; Welding; Weldability","score_opus":0.017927586387130084,"score_gpt":0.21486202046503275,"score_spread":0.19693443407790268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7038652716","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94853973,0.00014691832,0.00014295852,0.00016636658,0.0004875123,0.00020167377,0.0000038181315,0.00032193877,0.0499891],"genre_scores_gemma":[0.9989042,0.00008306079,0.00021088803,0.00008435311,0.000049441744,0.0000195247,0.000004544498,0.000019720905,0.00062425836],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910194,0.000030793286,0.0002729496,0.00016424662,0.00018775926,0.00024232583],"domain_scores_gemma":[0.9995152,0.00008531074,0.000019002224,0.00025736715,0.000030400479,0.000092716655],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019598112,0.00013442327,0.00017053347,0.0000817258,0.00003170452,0.000023528155,0.00010589453,0.00009276256,0.0033054848],"category_scores_gemma":[0.00010044133,0.0001320124,0.000056827914,0.00021509206,0.000036613972,0.000110330155,0.000033354514,0.00018586156,0.00033225675],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011046812,0.0000012383811,0.0023735377,0.000048559934,0.0000016114112,0.000009133113,0.00071080297,0.0015988427,0.9680911,0.00033121198,0.015791142,0.011031793],"study_design_scores_gemma":[0.000889481,0.00004645931,0.0007645184,0.00007311768,0.0000063728535,0.000005643883,0.00008593609,0.9066491,0.08500469,0.0003001234,0.005871143,0.00030342734],"about_ca_topic_score_codex":0.000005240201,"about_ca_topic_score_gemma":0.0000051117618,"teacher_disagreement_score":0.9050503,"about_ca_system_score_codex":0.0000891936,"about_ca_system_score_gemma":0.0000054585003,"threshold_uncertainty_score":0.9976056},"labels":[],"label_agreement":null},{"id":"W7039365186","doi":"","title":"Maintenance Planning for Bridges using Hierarchical Reinforcement Learning","year":2023,"lang":"en","type":"article","venue":"Trinity's Access to Research Output (TARA) (Trinity College Dublin)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Ministère des Transports","keywords":"Reinforcement learning; Abstraction; Hierarchy; Bridge (graph theory); Action (physics); Value of information; Interdependence; Scale (ratio); Maintenance actions","score_opus":0.23655699327272645,"score_gpt":0.425370798122129,"score_spread":0.18881380484940258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7039365186","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9597968,0.00009401203,0.02809271,0.0021115488,0.0009049497,0.0035542664,0.0002697139,0.0015943372,0.00358169],"genre_scores_gemma":[0.99447465,0.00011975284,0.0006994997,0.00017079465,0.0005029092,0.00058046373,0.00017211924,0.00013613656,0.0031436735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.993328,0.00052150275,0.0010927079,0.0010365578,0.001677892,0.0023433378],"domain_scores_gemma":[0.99357045,0.0033089416,0.00010539736,0.00097554247,0.0010207543,0.0010189441],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.005899655,0.00055593747,0.0008530692,0.0020263663,0.0013042206,0.0009142562,0.0017032431,0.0003258107,0.00023899013],"category_scores_gemma":[0.0058705215,0.00057423743,0.000337075,0.004415484,0.00025276424,0.0009768598,0.0015037601,0.002290111,0.00029511584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029439274,0.00017074367,0.009360854,0.0016041464,0.00018735063,0.00037206814,0.0016486687,0.86831754,0.0040844274,0.007524376,0.089344084,0.0144418115],"study_design_scores_gemma":[0.003180714,0.0005277948,0.013535873,0.00032838553,0.000026153013,0.000016618587,0.0010118095,0.8174142,0.0035638465,0.00051326083,0.1589354,0.00094592146],"about_ca_topic_score_codex":0.0003452114,"about_ca_topic_score_gemma":0.00013714159,"teacher_disagreement_score":0.069591306,"about_ca_system_score_codex":0.0008605364,"about_ca_system_score_gemma":0.00050683104,"threshold_uncertainty_score":0.99999595},"labels":[],"label_agreement":null},{"id":"W7039827007","doi":"","title":"Newsbrief - consortium to address maintenance decisions for concrete bridges","year":2000,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Context (archaeology); Work (physics); Government (linguistics); Bridge (graph theory)","score_opus":0.021831880654138644,"score_gpt":0.25382385710919264,"score_spread":0.23199197645505398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7039827007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.922323,0.000112784,0.023714105,0.0013708065,0.0005504225,0.0008592825,0.0002800458,0.0006047715,0.05018478],"genre_scores_gemma":[0.9928478,0.00006842578,0.0035835512,0.0008335414,0.00009307146,0.00011845666,0.000011441422,0.000030871273,0.0024128384],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990513,0.000015377358,0.00024115575,0.00023678863,0.00012111115,0.00033428386],"domain_scores_gemma":[0.9990086,0.0003113978,0.000011464136,0.00037480696,0.00006724245,0.00022649669],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013900276,0.00014062271,0.00020523074,0.00003611911,0.00007243433,0.000039760962,0.0001894336,0.00006272647,0.0033569497],"category_scores_gemma":[0.00022535736,0.0001352481,0.00009500011,0.0001223032,0.00004361862,0.00006443032,0.000022265427,0.00009137662,0.00027884904],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035102156,0.000007700264,0.00040355665,0.000057953628,0.000025578856,0.000012694595,0.00051225454,0.002874065,0.15113498,0.0034207858,0.5276264,0.313573],"study_design_scores_gemma":[0.0010583616,0.000096676245,0.0031467017,0.00008817176,0.00001951307,0.000013523418,0.00007332452,0.03032418,0.015513273,0.0019325574,0.9472984,0.00043532558],"about_ca_topic_score_codex":0.000008050176,"about_ca_topic_score_gemma":0.000019603005,"teacher_disagreement_score":0.41967198,"about_ca_system_score_codex":0.000047407684,"about_ca_system_score_gemma":0.000021435422,"threshold_uncertainty_score":0.9975541},"labels":[],"label_agreement":null},{"id":"W7042143623","doi":"","title":"Options for inhibiting corrosion in concrete bridges","year":2001,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Portland cement; Cement; Prestressed concrete; Concrete cover; Reinforced concrete","score_opus":0.02027170506851643,"score_gpt":0.244307956654001,"score_spread":0.22403625158548457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7042143623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9753294,0.00007328871,0.015033492,0.00021528873,0.00022723027,0.00023735482,0.000014674575,0.00023183283,0.008637443],"genre_scores_gemma":[0.9978281,0.0000695351,0.0017546027,0.00006499678,0.00005814975,0.000048769994,0.000013024061,0.000015823904,0.00014699833],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942476,0.000013964733,0.00017668032,0.00012657094,0.000064189335,0.0001938168],"domain_scores_gemma":[0.99966556,0.00011766196,0.0000125485485,0.00012059338,0.000028591814,0.00005504327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017524065,0.00008219389,0.00011520388,0.000054484044,0.00004263492,0.00002002912,0.000059099097,0.000052352174,0.00020925005],"category_scores_gemma":[0.000081260325,0.00008741407,0.000047347792,0.00012151167,0.000019960744,0.00007506597,0.000018613697,0.00009220515,0.000021721626],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003199087,0.0000034367008,0.006846278,0.000057032925,0.0000011311245,0.0000056625718,0.00022884458,0.0013909383,0.97332036,0.0020994546,0.00263315,0.0133817],"study_design_scores_gemma":[0.002701286,0.0001159959,0.01347457,0.00023600578,0.000017035312,0.00003932723,0.0005771239,0.8309463,0.10367343,0.004482162,0.043024585,0.0007121345],"about_ca_topic_score_codex":0.0000051511433,"about_ca_topic_score_gemma":0.000030147286,"teacher_disagreement_score":0.86964697,"about_ca_system_score_codex":0.000059002723,"about_ca_system_score_gemma":0.000008989727,"threshold_uncertainty_score":0.3564642},"labels":[],"label_agreement":null},{"id":"W7042532761","doi":"","title":"The Performance of corrosion inhibiting systems in concrete bridge barrier walls - 5 years of field data","year":2002,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforced concrete; Bridge (graph theory); Coring; Reinforcement; Spall; Span (engineering)","score_opus":0.0266455632909618,"score_gpt":0.2261262017123483,"score_spread":0.1994806384213865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7042532761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99626285,0.00036329206,0.000056937744,0.000025312025,0.00022687296,0.00012222216,0.000028279495,0.000027472584,0.0028867705],"genre_scores_gemma":[0.9995092,0.00035470002,0.00003698191,0.000012302385,0.000020236019,0.0000037399006,0.000004259064,0.000008493866,0.00005005066],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992732,0.000029473573,0.00031288626,0.00010945149,0.0001402575,0.00013477958],"domain_scores_gemma":[0.999134,0.00029263302,0.000046031913,0.00046928655,0.00002642401,0.000031627973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034861043,0.00006340215,0.00014930665,0.00003161975,0.000022504779,0.000011076498,0.00025195323,0.000049584174,0.00011355952],"category_scores_gemma":[0.00015688167,0.00005456488,0.000022450358,0.00012159552,0.000039219383,0.00009247817,0.000099461606,0.00012913453,0.000007745786],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038529404,0.000004867928,0.018601142,0.0004888693,0.0000059597355,0.0000041562585,0.0010090953,0.0009297232,0.9302344,0.00016052874,0.006979945,0.041542806],"study_design_scores_gemma":[0.00037643974,0.000061498366,0.006565904,0.0002745235,0.000006269361,0.0000039996535,0.000111253605,0.9449345,0.04391514,0.0000065592576,0.0036165756,0.00012734717],"about_ca_topic_score_codex":0.000036726455,"about_ca_topic_score_gemma":0.00001135557,"teacher_disagreement_score":0.9440048,"about_ca_system_score_codex":0.00001629321,"about_ca_system_score_gemma":0.0000063861494,"threshold_uncertainty_score":0.22250912},"labels":[],"label_agreement":null},{"id":"W7043028890","doi":"","title":"Researchers conclude ten-year evaluation of corrosion-inhibiting systems on concrete bridge barrier walls","year":2007,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Corrosion; Welding; Reinforced concrete","score_opus":0.06315515124357825,"score_gpt":0.3124588403117828,"score_spread":0.24930368906820455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043028890","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9435659,0.00013440073,0.0011415434,0.000033942448,0.00050559617,0.00056307804,0.00003535827,0.00016919755,0.05385101],"genre_scores_gemma":[0.9995165,0.000014591069,0.00012609838,0.000034320838,0.00010680192,0.000019047397,0.000015080548,0.00003347475,0.00013411675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976925,0.00018135124,0.00047855126,0.00025014856,0.0010118661,0.0003855582],"domain_scores_gemma":[0.9983882,0.0005220896,0.00006897678,0.0003787811,0.00043000345,0.00021197174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0047809603,0.0001606651,0.000259512,0.00013134784,0.00007280074,0.00003370148,0.00015673357,0.00013487604,0.00056276744],"category_scores_gemma":[0.0009274455,0.00015567416,0.00008852481,0.00023584017,0.00009326844,0.0000876225,0.000046502733,0.00029052273,0.00007929289],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000098562865,0.000004208845,0.0024450715,0.00013270247,0.000009682436,0.000004014429,0.00051490637,0.0014834905,0.98617417,0.00092944305,0.002514472,0.005689294],"study_design_scores_gemma":[0.004166855,0.00035966674,0.0264084,0.00076562667,0.000096094394,0.000014521511,0.0019323061,0.46344125,0.4986105,0.00051131606,0.0029029974,0.0007904537],"about_ca_topic_score_codex":0.000027062875,"about_ca_topic_score_gemma":0.000008114684,"teacher_disagreement_score":0.48756364,"about_ca_system_score_codex":0.00028926766,"about_ca_system_score_gemma":0.00008168726,"threshold_uncertainty_score":0.63482076},"labels":[],"label_agreement":null},{"id":"W7043330413","doi":"","title":"STR-814: LESSONS LEARNED FROM THE NAIRN AVENUE OVERPASS CONCRETE GIRDER &amp; PIER REPAIRS","year":2016,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Winnipeg","funders":"","keywords":"Pier; Deck; Precast concrete; Girder; Pile cap; Expansion joint; Prestressed concrete; Cracking","score_opus":0.13889813304258755,"score_gpt":0.3106206136265847,"score_spread":0.17172248058399717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043330413","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99328923,0.00019385772,0.002094544,0.0019917514,0.0006912802,0.00028304054,0.0003029054,0.00071906747,0.00043434516],"genre_scores_gemma":[0.9925144,0.00021953028,0.000038117465,0.00032927233,0.00018052346,0.000002801586,0.00002995392,0.00007999977,0.006605421],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9975646,0.0003593638,0.000329733,0.00069795037,0.00043208862,0.0006162411],"domain_scores_gemma":[0.99739635,0.0006309795,0.00011860636,0.0013842068,0.00013939498,0.0003304526],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004348186,0.0004307166,0.00040077543,0.0001469978,0.00030515835,0.00021706404,0.000996,0.00031338306,0.0003753912],"category_scores_gemma":[0.00020442237,0.00033481358,0.00027397834,0.0003610757,0.00025113032,0.0010151232,0.00039625194,0.0006634684,0.001048964],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016767404,0.000011419783,0.9641479,0.00003229425,0.00013034706,0.0001006705,0.00077359757,0.00004605775,0.028803227,0.00011588543,0.00008309194,0.005587804],"study_design_scores_gemma":[0.0021395886,0.000052113024,0.83332133,0.00033805642,0.00013700123,0.000015101266,0.00026571893,0.0000047511544,0.0041448753,0.00039633884,0.15834996,0.0008351588],"about_ca_topic_score_codex":0.000019990792,"about_ca_topic_score_gemma":0.0023102146,"teacher_disagreement_score":0.15826687,"about_ca_system_score_codex":0.00035620548,"about_ca_system_score_gemma":0.000085248044,"threshold_uncertainty_score":0.9999104},"labels":[],"label_agreement":null},{"id":"W7043763433","doi":"","title":"Ten-year field evaluation of corrosion-inhibiting systems in concrete bridges barrier walls","year":2009,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Université de Sherbrooke","funders":"Ministère des Transports","keywords":"Corrosion; Reinforcement; Reinforced concrete; Permeability (electromagnetism); Bridge (graph theory)","score_opus":0.0183898985125692,"score_gpt":0.2513711261107249,"score_spread":0.23298122759815568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043763433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9826394,0.00021395402,0.0006665769,0.000101868776,0.00029843661,0.00030327408,0.000008992241,0.000095389005,0.015672157],"genre_scores_gemma":[0.9996953,0.000018285084,0.00011907706,0.00005780985,0.000047975955,0.000011904485,0.00000527927,0.00000934379,0.000035051893],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998915,0.000083350744,0.00034010364,0.00015125725,0.00033733915,0.000172932],"domain_scores_gemma":[0.99940556,0.0001515019,0.00004079184,0.0002108513,0.00013001234,0.00006127797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008276866,0.000104421335,0.00020606317,0.000073819814,0.000021777396,0.000019865583,0.00008606839,0.00009071727,0.0003332799],"category_scores_gemma":[0.0003630289,0.00010362667,0.000050221108,0.00013360835,0.000014599897,0.000084201565,0.000014402735,0.0001379136,0.000014218393],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028753399,0.0000043157247,0.008032547,0.0000886041,0.0000024224526,0.000002540741,0.00045655103,0.005924422,0.9650832,0.0006558842,0.0017264102,0.017994372],"study_design_scores_gemma":[0.0012685278,0.00012525129,0.016459612,0.0003560611,0.000028427381,0.0000054424786,0.00052270904,0.80235547,0.17765722,0.00067390036,0.00025916088,0.00028822894],"about_ca_topic_score_codex":0.000022570803,"about_ca_topic_score_gemma":0.0000076123956,"teacher_disagreement_score":0.79643106,"about_ca_system_score_codex":0.000084938336,"about_ca_system_score_gemma":0.000032871034,"threshold_uncertainty_score":0.4225773},"labels":[],"label_agreement":null},{"id":"W7071097766","doi":"","title":"PRECAST CONCRETE BRIDGE SUBSTRUCTURES: FROM SERVICE PERFORMANCE TO SEISMIC RESILIENCE","year":2025,"lang":"en","type":"dissertation","venue":"MacSphere (McMaster University)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Resilience (materials science); Bridge (graph theory); Parametric statistics; Reinforcement; Service (business)","score_opus":0.009950717482857693,"score_gpt":0.19211744562771352,"score_spread":0.18216672814485582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7071097766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72738963,0.00016048012,0.00034731472,0.000033725028,0.0011134024,0.00040232248,0.00024184895,0.0003617068,0.26994956],"genre_scores_gemma":[0.6852631,0.00011571881,0.00028639022,0.00031274566,0.00009481516,0.0000038751286,0.00061119813,0.00005903558,0.31325313],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99838233,0.000054810556,0.00027623685,0.0006389768,0.0002574397,0.00039018306],"domain_scores_gemma":[0.99887633,0.00008880429,0.0000733903,0.00057781616,0.00016366811,0.00022000057],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004739661,0.00047014034,0.0004498138,0.00020659546,0.00014362157,0.00008069659,0.0007656032,0.00038243303,0.022606706],"category_scores_gemma":[0.000018143804,0.00056923996,0.00012338867,0.0009299688,0.000019970525,0.00023321173,0.00012047279,0.00050628104,0.00020038134],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018364366,0.00001094712,0.0038381582,0.0036074668,0.00028282238,0.00013560029,0.008981507,0.027773902,0.022567835,0.00011226501,0.010685318,0.92016774],"study_design_scores_gemma":[0.0015377767,0.00009803798,0.062051915,0.0016725066,0.00033170835,0.0000037606023,0.0036817577,0.04655011,0.015157524,0.000030112837,0.8669737,0.0019111099],"about_ca_topic_score_codex":0.00058468926,"about_ca_topic_score_gemma":0.0037237648,"teacher_disagreement_score":0.91825664,"about_ca_system_score_codex":0.0002964823,"about_ca_system_score_gemma":0.00013354728,"threshold_uncertainty_score":0.9996759},"labels":[],"label_agreement":null},{"id":"W7071193886","doi":"","title":"Risk of corrosion in concrete structures reinforced with stainless steel and carbon steel investigated","year":2004,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Carbon steel; Corrosion; Reinforced concrete; Carbon fibers; Metallography; Pitting corrosion","score_opus":0.007021978062804155,"score_gpt":0.19314253264408152,"score_spread":0.18612055458127735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7071193886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975177,0.000073302625,0.00023149414,0.000020722215,0.000059263173,0.00024408266,0.00001870333,0.000100681944,0.0017340669],"genre_scores_gemma":[0.99876493,0.00005806257,0.001092432,0.000020846981,0.000008562342,0.000007923338,0.0000065401064,0.000019560059,0.000021145017],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99918026,0.000035650355,0.0002568189,0.00017456082,0.00016478321,0.00018793067],"domain_scores_gemma":[0.99948263,0.00005894774,0.000056763718,0.00024259709,0.00005093396,0.00010810478],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013877379,0.00015722016,0.00025464915,0.0000856197,0.000024377463,0.000014231489,0.00008170634,0.00009346517,0.000021870315],"category_scores_gemma":[0.000064938555,0.00013057506,0.000021250062,0.00020656656,0.00014119156,0.00006553264,0.00003383056,0.00021696175,4.1460103e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019723599,0.0000014482073,0.023827385,0.00021535157,0.000009694562,0.00001157344,0.0016158405,0.034350816,0.9363034,0.0027157818,0.000013533199,0.00073798286],"study_design_scores_gemma":[0.008578073,0.00057143037,0.16224003,0.00046945253,0.00007849919,0.00002366817,0.0014168026,0.14797933,0.67024994,0.007420926,0.0001055071,0.0008663285],"about_ca_topic_score_codex":0.00015335095,"about_ca_topic_score_gemma":0.000118516946,"teacher_disagreement_score":0.2660534,"about_ca_system_score_codex":0.00006869583,"about_ca_system_score_gemma":0.00004897607,"threshold_uncertainty_score":0.53246963},"labels":[],"label_agreement":null},{"id":"W7072641937","doi":"","title":"基于可靠度的组合桥梁设计及维护策略(英文)","year":2012,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Girder; Service life; Slab; Reliability (semiconductor); Bridge (graph theory); Deck; Bridge deck; Corrosion","score_opus":0.2599312802671347,"score_gpt":0.5343083802599311,"score_spread":0.2743770999927964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7072641937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93770546,0.02886159,0.00095789117,0.00007205337,0.002152306,0.00036550718,0.000039352282,0.00022509988,0.029620714],"genre_scores_gemma":[0.99476284,0.0040798374,0.00019994017,0.00017520861,0.00033205756,0.000028844634,0.0000075045978,0.0000666952,0.00034707476],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9978076,0.00013383197,0.0007352297,0.00025140477,0.0004993321,0.00057258527],"domain_scores_gemma":[0.9982273,0.00026999097,0.0002078682,0.0006270998,0.00015325761,0.00051448157],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0011831475,0.00032084214,0.0006287269,0.00039691557,0.0001430666,0.0005799786,0.0017739844,0.00013624031,0.026126912],"category_scores_gemma":[0.00027148912,0.00029846886,0.00022505235,0.0007027559,0.00008559917,0.0025695162,0.00060212635,0.00044579708,0.00014184904],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007478269,0.00013690571,0.5895234,0.00019735435,0.00010850245,0.0000109257,0.0003666275,0.00046835185,0.23387277,0.00021418705,0.13475731,0.040268876],"study_design_scores_gemma":[0.00052190555,0.000005530194,0.8208657,0.00020085879,0.00007092905,0.000022034257,0.00008715546,0.00074021524,0.06618892,0.0012540087,0.10934241,0.0007003618],"about_ca_topic_score_codex":0.00015866662,"about_ca_topic_score_gemma":0.00001967401,"teacher_disagreement_score":0.23134229,"about_ca_system_score_codex":0.00012258902,"about_ca_system_score_gemma":0.000036603935,"threshold_uncertainty_score":0.9999468},"labels":[],"label_agreement":null},{"id":"W7090441425","doi":"10.1016/j.autcon.2025.106608","title":"Multi-objective optimization model for automated risk-based inspection planning for concrete bridges","year":2025,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Gina Cody School of Engineering and Computer Science, Concordia University","keywords":"Automation; Operation planning; Bridge (graph theory); Expert system","score_opus":0.01633670051335344,"score_gpt":0.2761565638797212,"score_spread":0.25981986336636775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7090441425","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14754891,0.000035690693,0.8479143,0.00004452881,0.0007528388,0.0010193514,0.00007906802,0.0025425178,0.000062820705],"genre_scores_gemma":[0.78881377,0.000007246101,0.21052709,0.000031662825,0.000020973564,0.000430067,0.00013748367,0.000018256,0.000013467429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990166,0.00004599211,0.0004226737,0.00026069646,0.00007930673,0.00017476232],"domain_scores_gemma":[0.99923044,0.00027796667,0.00011805799,0.00015110755,0.00019304038,0.000029403629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002862628,0.00015885047,0.00019668796,0.00036675192,0.00018736714,0.000054764485,0.000058272974,0.00016807872,0.000004391776],"category_scores_gemma":[0.00037339638,0.00018966055,0.00007832575,0.0003396733,0.000052568423,0.0002688205,0.000007800353,0.00010726085,8.393097e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069959424,0.0000037821346,0.0034274056,0.0001280739,0.000011567189,5.0416133e-8,0.0002043493,0.9908347,0.0018542785,0.0002757892,0.00019540817,0.0029946133],"study_design_scores_gemma":[0.0021732848,0.000023267365,0.0045100143,0.00009776279,0.000031560307,0.0000011043138,0.00020971135,0.9888043,0.0037645092,0.00018090702,0.00003170079,0.00017191829],"about_ca_topic_score_codex":0.000028370934,"about_ca_topic_score_gemma":0.000022184078,"teacher_disagreement_score":0.64126486,"about_ca_system_score_codex":0.00038082764,"about_ca_system_score_gemma":0.000087586326,"threshold_uncertainty_score":0.7734133},"labels":[],"label_agreement":null},{"id":"W7096894050","doi":"","title":"Reliability-Based Life Prediction of Aging Concrete Bridge Decks","year":2007,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Research council; Truss bridge; Bridge deck; National standard","score_opus":0.016034837693019683,"score_gpt":0.2294141782292049,"score_spread":0.2133793405361852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7096894050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8731748,0.000073405885,0.1179961,0.00003156419,0.00038113882,0.00013306472,0.000016446376,0.00050870085,0.007684763],"genre_scores_gemma":[0.99823534,0.0000061379133,0.00149746,0.00013890181,0.000049474547,0.0000028987831,0.00001010227,0.000014829386,0.00004486617],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9991066,0.000018088003,0.00037153257,0.0001513625,0.00016088973,0.00019153021],"domain_scores_gemma":[0.99924743,0.00017808087,0.000026799642,0.00031703952,0.000086563596,0.00014405503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064433715,0.000104374674,0.00015997585,0.000070225484,0.000026559494,0.000008490404,0.0000822732,0.0000774964,0.00032422694],"category_scores_gemma":[0.00016941845,0.00010025607,0.00008162787,0.00017471859,0.00005174428,0.000073910494,0.000016030117,0.00012182841,0.00002104791],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017712126,0.00002345694,0.20451894,0.0010710936,0.000037500497,0.000008936249,0.00069704925,0.008392668,0.7574797,0.00096904376,0.012807308,0.01381717],"study_design_scores_gemma":[0.0014835021,0.00008651966,0.44824418,0.00007653879,0.000034253895,0.0000030680487,0.00013938468,0.24131748,0.29558852,0.00007811458,0.012587704,0.0003607157],"about_ca_topic_score_codex":0.000045511362,"about_ca_topic_score_gemma":0.000009948936,"teacher_disagreement_score":0.46189117,"about_ca_system_score_codex":0.000056717457,"about_ca_system_score_gemma":0.000030281033,"threshold_uncertainty_score":0.40883237},"labels":[],"label_agreement":null},{"id":"W7096939347","doi":"","title":"Remote Monitoring of Concrete Repairs","year":2007,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Data acquisition; Corrosion monitoring; Instrumentation (computer programming); Bridge (graph theory); Vibrating wire; Corrosion; Strain gauge","score_opus":0.015020645735631291,"score_gpt":0.24268124384853387,"score_spread":0.22766059811290257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7096939347","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93315816,0.00011953028,0.0150685385,0.000008231192,0.0004202172,0.00005012187,6.5888213e-7,0.00037725485,0.050797302],"genre_scores_gemma":[0.9924262,0.00001918517,0.007243508,0.0000066998314,0.000050521267,1.7012e-7,3.485299e-7,0.00000921484,0.0002441327],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995009,0.000004633914,0.00019820416,0.00007667513,0.00008836001,0.00013127187],"domain_scores_gemma":[0.9996062,0.00008155608,0.00001262498,0.00020610639,0.00003279196,0.000060757164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028739127,0.000060572664,0.00009927928,0.000034748045,0.000012115027,0.0000035229737,0.000058776444,0.000042671545,0.00013634507],"category_scores_gemma":[0.000052775886,0.00005703957,0.000049065005,0.000100415644,0.000019911446,0.000036452206,0.0000153333,0.00006516934,0.000015163928],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049517163,0.0000015884958,0.05431766,0.0001819808,0.000021408798,0.000015696156,0.0005625625,0.00031436307,0.84570265,0.00071524817,0.0010055397,0.09711176],"study_design_scores_gemma":[0.00031514146,0.000034302833,0.03868689,0.000043081473,0.000008311232,0.0000059013155,0.00044676603,0.014985515,0.9380049,0.00009598261,0.0071609765,0.00021223971],"about_ca_topic_score_codex":0.000026689188,"about_ca_topic_score_gemma":0.0000034955372,"teacher_disagreement_score":0.096899524,"about_ca_system_score_codex":0.00002587456,"about_ca_system_score_gemma":0.0000041374014,"threshold_uncertainty_score":0.23260063},"labels":[],"label_agreement":null},{"id":"W7096969778","doi":"","title":"Service-Life Prediction of Concrete Bridge Decks Using","year":2007,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Component (thermodynamics); Service life; Artificial neural network; Concrete cover; Service (business); Cover (algebra); Corrosion","score_opus":0.03943518833185866,"score_gpt":0.2489460038894933,"score_spread":0.20951081555763465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7096969778","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9351012,0.0000710022,0.05809239,0.000013353316,0.00035491033,0.000083320665,0.000012588425,0.00025032464,0.006020919],"genre_scores_gemma":[0.99883676,0.0000066426305,0.0009353824,0.00013398602,0.000051650833,6.03426e-7,0.000004655152,0.000011698475,0.000018608162],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993952,0.0000074778477,0.00025526196,0.000089344554,0.00010992054,0.00014280513],"domain_scores_gemma":[0.9995852,0.00004512201,0.000020186204,0.00017401257,0.00007348737,0.00010197736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024177271,0.00007645192,0.00011780738,0.000046509187,0.00002031226,0.0000063603916,0.00005905407,0.0000652772,0.00032871033],"category_scores_gemma":[0.000035384583,0.00007520111,0.000039647162,0.00017517501,0.000015872292,0.000075028336,0.000020019945,0.00006911412,0.000016927335],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042191594,0.0000028170068,0.02539427,0.00020526013,0.00001945573,0.000002346411,0.00040178324,0.0012710906,0.9684592,0.00026307875,0.0011920503,0.0027464654],"study_design_scores_gemma":[0.00097039796,0.00003390034,0.2653107,0.00005559064,0.00003948795,0.000015867874,0.00038877816,0.5825712,0.14530824,0.000043189873,0.0049752267,0.00028737343],"about_ca_topic_score_codex":0.00015024794,"about_ca_topic_score_gemma":0.000042150186,"teacher_disagreement_score":0.82315093,"about_ca_system_score_codex":0.000038085887,"about_ca_system_score_gemma":0.00001658229,"threshold_uncertainty_score":0.35991478},"labels":[],"label_agreement":null},{"id":"W7099080544","doi":"","title":"Commentary","year":2003,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Public health; Pandemic; Outbreak; Influenza A virus subtype H5N1; Atypical pneumonia; Isolation (microbiology); Human mortality from H5N1; Disease control; Infection control","score_opus":0.008787819065940965,"score_gpt":0.19644587999257676,"score_spread":0.18765806092663578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7099080544","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45928442,0.0001167666,0.007807838,0.0004615359,0.00042246716,0.000058200705,0.0000010385629,0.0005245546,0.53132313],"genre_scores_gemma":[0.9981655,0.000005004602,0.00053009106,0.0011193273,0.000004787918,0.0000013537503,5.7949455e-7,0.0000030428391,0.00017029516],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998657,0.000005080434,0.00003496564,0.000026931462,0.000020505531,0.000046830253],"domain_scores_gemma":[0.9998872,0.000011527629,8.40318e-7,0.00007319316,0.000002709481,0.000024530516],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000030340374,0.00002421155,0.000024907717,0.0000060784864,0.000008511783,0.0000035419016,0.00001700481,0.0000090542835,0.0019768204],"category_scores_gemma":[0.0000052805494,0.000021202566,0.00001188902,0.000024970443,0.000004261793,0.000016653185,0.000002300398,0.00002313545,0.00007811153],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021651458,0.000014927314,0.018032672,0.000030501404,0.000008105471,0.0000033250255,0.00016106678,0.00044843907,0.02345285,0.017177809,0.92513233,0.015535797],"study_design_scores_gemma":[0.00017223114,0.000006695357,0.0013044545,0.0000014635925,0.0000017241803,0.0000025486775,0.000069932445,0.0035924297,0.033842914,0.00044723347,0.96045756,0.00010080166],"about_ca_topic_score_codex":0.0000021426135,"about_ca_topic_score_gemma":0.0000048524266,"teacher_disagreement_score":0.53888106,"about_ca_system_score_codex":0.000009292904,"about_ca_system_score_gemma":7.9890134e-7,"threshold_uncertainty_score":0.9989355},"labels":[],"label_agreement":null},{"id":"W7100102254","doi":"","title":"Evaluation of corrosion of reinforcement in repaired concrete","year":2001,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforcement; Polarization (electrochemistry); Reinforced concrete; Current (fluid); Corrosion monitoring","score_opus":0.037087228264940875,"score_gpt":0.2655459683544558,"score_spread":0.22845874008951494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7100102254","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9695454,0.00009501951,0.0018818433,0.000010413682,0.00010164498,0.00021423656,8.4109325e-7,0.000050569997,0.02809998],"genre_scores_gemma":[0.99970996,0.000046436944,0.00014105324,0.000008020181,0.000004193366,0.000008242039,0.000004092484,0.000004549245,0.000073434116],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999152,0.000039616385,0.00033420292,0.00007219327,0.00032659748,0.00007540015],"domain_scores_gemma":[0.99955535,0.000036533867,0.0000337232,0.00019697209,0.0001542091,0.00002320813],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0010038763,0.00005429002,0.00012947542,0.0000617328,0.000004844267,0.0000014995624,0.000045734974,0.000037813716,0.0009278777],"category_scores_gemma":[0.00014023525,0.000050622893,0.000036735943,0.00016063254,0.000018146722,0.000048816644,0.00001474375,0.000034589117,0.0000039661672],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011331877,0.000008772944,0.023753596,0.00013705963,0.000007878224,0.0000012150318,0.00082893454,0.07590567,0.8655427,0.0007811381,0.00074245443,0.032177247],"study_design_scores_gemma":[0.00085653376,0.000049846905,0.008838972,0.000043136843,0.00001716051,9.2021844e-7,0.00012377714,0.88592744,0.103729986,0.00008175435,0.00026089035,0.0000695969],"about_ca_topic_score_codex":0.00006699471,"about_ca_topic_score_gemma":0.000051906176,"teacher_disagreement_score":0.81002176,"about_ca_system_score_codex":0.000074901145,"about_ca_system_score_gemma":0.000023939374,"threshold_uncertainty_score":0.9999854},"labels":[],"label_agreement":null},{"id":"W7101245882","doi":"","title":"Evaluation of Corrosion Inhibiting Systems Used in","year":2007,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforced concrete; Materials testing; Reinforcement","score_opus":0.041414402210246816,"score_gpt":0.27944032105359684,"score_spread":0.23802591884335003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7101245882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97518003,0.00013040588,0.011919128,0.0000027406797,0.00024066743,0.0001850911,5.94089e-7,0.00007809838,0.012263216],"genre_scores_gemma":[0.99989456,0.0000018161111,0.00006272144,0.0000028229479,0.000013318113,0.0000035580138,0.0000017765974,0.0000057668863,0.00001368002],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992305,0.00003452779,0.00026440882,0.00006761026,0.00030597305,0.00009698803],"domain_scores_gemma":[0.99967253,0.00008324738,0.000019175193,0.00009401132,0.000104821986,0.000026203561],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031033063,0.000047517347,0.00009088726,0.00007800061,0.0000074577224,0.0000054430543,0.000029348992,0.00004288028,0.000074793934],"category_scores_gemma":[0.00013774345,0.00004460018,0.000018396202,0.00015977838,0.000007633001,0.00005004168,0.000009135855,0.000051882223,0.0000068866752],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009195791,0.000014088409,0.038761567,0.00010971291,0.0000012366505,9.420992e-7,0.0005229376,0.041488238,0.8958217,0.00042327726,0.00008327231,0.02276387],"study_design_scores_gemma":[0.0005917106,0.000012367123,0.02266163,0.000078833684,0.000008622603,0.000001247181,0.0007189485,0.8459071,0.1298523,0.000037493162,0.000042994252,0.000086732754],"about_ca_topic_score_codex":0.00006080884,"about_ca_topic_score_gemma":0.0002445168,"teacher_disagreement_score":0.80441886,"about_ca_system_score_codex":0.00011121863,"about_ca_system_score_gemma":0.000013084693,"threshold_uncertainty_score":0.18187425},"labels":[],"label_agreement":null},{"id":"W7108756249","doi":"10.20381/ruor-31594","title":"Comprehensive Condition Assessment of ASR Affected Pier Cap and Pier Shaft from Montreal's Champlain Bridge","year":2025,"lang":"en","type":"dissertation","venue":"University of Ottawa - Library","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pier; Bridge (graph theory); Coring; Quantitative assessment; Digital image correlation","score_opus":0.006695368404380793,"score_gpt":0.2081401916006315,"score_spread":0.2014448231962507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7108756249","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97155684,0.0006306037,0.00026779794,0.000035230114,0.00031035472,0.0003380256,0.0017778933,0.00016970634,0.024913529],"genre_scores_gemma":[0.9882773,0.0003669824,0.00064662675,0.000021570704,0.000021008238,6.3626254e-7,0.007967182,0.000023127881,0.0026755221],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9991409,0.000073311036,0.00021759774,0.00027924703,0.00015932258,0.0001296177],"domain_scores_gemma":[0.9992394,0.0001973078,0.00013873717,0.00027133734,0.00006811185,0.000085091975],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000027031281,0.0002294616,0.0004976119,0.00022491315,0.000060288537,0.000014830311,0.0001786027,0.00028153494,0.0009189221],"category_scores_gemma":[0.0000085260335,0.00029185315,0.00012820525,0.0001626579,0.000059016405,0.00030824836,0.00006322622,0.0002513469,0.0000023417801],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019413957,0.0010867728,0.1344734,0.026352663,0.00446024,0.00061920844,0.028303072,0.0036743311,0.19534718,0.0077371327,0.50279087,0.093213715],"study_design_scores_gemma":[0.00095002324,0.000050723127,0.98282766,0.00037837552,0.00014244668,5.346165e-7,0.0010701203,0.005328262,0.0019892792,0.0001476959,0.0068342667,0.00028058002],"about_ca_topic_score_codex":0.0012884043,"about_ca_topic_score_gemma":0.00064116175,"teacher_disagreement_score":0.8483543,"about_ca_system_score_codex":0.000038727354,"about_ca_system_score_gemma":0.000101802645,"threshold_uncertainty_score":0.9999944},"labels":[],"label_agreement":null},{"id":"W7115714613","doi":"10.71846/18-wcee-3053","title":"TOWARDS SEISMIC RESILIENCE OF PRECAST COLUMN-TO-PILE SHAFT ASSEMBLIES AMID CLIMATE CHANGE","year":2025,"lang":"en","type":"article","venue":"World Conference of Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Seismic analysis; Bridge (graph theory); Climate change; Substructure; Resilience (materials science); Seismic loading; Arch","score_opus":0.029810264986434663,"score_gpt":0.2406293746770946,"score_spread":0.21081910969065995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115714613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96822286,0.0004203255,0.019307785,0.0002029253,0.0007131571,0.00049513625,0.000069958085,0.00037452538,0.010193325],"genre_scores_gemma":[0.9979749,0.00011308173,0.001463001,0.00003890821,0.000034443274,0.00007242114,0.0000054424745,0.000024509585,0.00027330534],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985247,0.000021255017,0.00052526477,0.00028626167,0.00022841648,0.00041408933],"domain_scores_gemma":[0.9990149,0.00012147025,0.000058412945,0.00050285395,0.00017570244,0.00012666319],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026087518,0.00025371285,0.00048060628,0.00047151186,0.00003580565,0.00004125841,0.000366341,0.00007633648,0.00014728385],"category_scores_gemma":[0.00015238656,0.00028906457,0.000107596214,0.00096906914,0.000053986518,0.0001888554,0.00015679823,0.00022213421,0.000015165021],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019280442,0.00012841364,0.024967838,0.005664084,0.00014607383,0.000017738379,0.0034284506,0.3568835,0.21995422,0.03255326,0.0013656555,0.35469794],"study_design_scores_gemma":[0.0005798431,0.000130507,0.36144108,0.0020126253,0.000047622118,0.000002850863,0.00016886051,0.54856735,0.07634331,0.00011724245,0.009905303,0.0006833799],"about_ca_topic_score_codex":0.00005926552,"about_ca_topic_score_gemma":0.0002740621,"teacher_disagreement_score":0.35401458,"about_ca_system_score_codex":0.000044553264,"about_ca_system_score_gemma":0.00005544148,"threshold_uncertainty_score":0.99995613},"labels":[],"label_agreement":null},{"id":"W7117154536","doi":"10.1016/j.ijdrr.2025.105971","title":"Identifying climatic hazard importance factors for bridges using expert-based fuzzy analytic hierarchy process","year":2025,"lang":"en","type":"article","venue":"International Journal of Disaster Risk Reduction","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Analytic hierarchy process; Pairwise comparison; Bridge (graph theory); Ranking (information retrieval); Weighting; Hazard; Process (computing); Asset (computer security); Adaptation (eye); Fuzzy logic","score_opus":0.032196811863640803,"score_gpt":0.33582551795578236,"score_spread":0.30362870609214154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117154536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84074754,0.000325553,0.15583482,0.00013088605,0.0027488312,0.000119561315,0.000017953373,0.000032023778,0.00004282769],"genre_scores_gemma":[0.99766874,0.000054787986,0.0019345831,0.000024476269,0.00026051686,0.0000064813726,0.000009775778,0.00001573803,0.00002488813],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998766,0.00003342247,0.00062009005,0.00013684525,0.00030838436,0.00013527027],"domain_scores_gemma":[0.99902993,0.00009245479,0.0002819551,0.00011557365,0.00042305156,0.000057024077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025686805,0.00013710107,0.00021488288,0.00034909317,0.00006334528,0.000121495,0.00021529631,0.000051310406,0.000025926012],"category_scores_gemma":[0.00021863052,0.00012344061,0.00022284509,0.00014720653,0.000040561998,0.00042456476,0.000015076568,0.00017581118,8.138798e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016330662,0.0004142142,0.28111273,0.0013130684,0.001382795,0.000033151893,0.015520333,0.46270517,0.17059842,0.00029880553,0.0022172509,0.062771015],"study_design_scores_gemma":[0.005133806,0.00021245127,0.035940163,0.0022852493,0.0005489445,0.00021774134,0.024051985,0.7958101,0.123745315,0.010241763,0.00088096975,0.0009315283],"about_ca_topic_score_codex":0.000007146656,"about_ca_topic_score_gemma":0.000008685444,"teacher_disagreement_score":0.33310494,"about_ca_system_score_codex":0.00033131175,"about_ca_system_score_gemma":0.00007660502,"threshold_uncertainty_score":0.5033762},"labels":[],"label_agreement":null},{"id":"W7117613634","doi":"10.1016/j.soildyn.2025.110047","title":"Simplified assessment of corroded structures","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Corrosion; Stiffness; Nonlinear system; Reduction (mathematics); Reinforcement; Residual; Deformation (meteorology); Hierarchy; Attenuation","score_opus":0.0036889777560200885,"score_gpt":0.21335937223182086,"score_spread":0.20967039447580077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117613634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.923856,0.00018221629,0.07306147,0.000029892959,0.00044678198,0.00008274503,0.000019680028,0.00016826908,0.0021529477],"genre_scores_gemma":[0.9988415,0.00006515763,0.000962562,0.000016256296,0.000012575389,0.0000052024493,0.000013205598,0.000014014918,0.000069477996],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993986,0.000006152425,0.00021763137,0.00013329853,0.00008023321,0.00016411662],"domain_scores_gemma":[0.99963623,0.000053303902,0.000015840691,0.00019636056,0.000030030273,0.000068212306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000093324525,0.00013589404,0.00020510155,0.00010622295,0.00002874417,0.000023824648,0.00007285317,0.000071261486,0.000020062362],"category_scores_gemma":[0.000037935813,0.00014058419,0.000048714675,0.00016587379,0.000022166092,0.00004075224,0.00003918442,0.00015221359,3.481615e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000054100615,0.000008652011,0.008901055,0.00065539335,0.00005258358,0.0000024357757,0.0000871823,0.857633,0.009931499,0.07786295,0.00008188247,0.04477799],"study_design_scores_gemma":[0.00018114077,0.000009225359,0.1729811,0.000030041409,0.000009919355,0.0000011240534,0.000031144376,0.8259139,0.0003404517,0.00023962183,0.00015606813,0.00010627404],"about_ca_topic_score_codex":0.000012791223,"about_ca_topic_score_gemma":0.000052171,"teacher_disagreement_score":0.16408004,"about_ca_system_score_codex":0.000036687703,"about_ca_system_score_gemma":0.000023419698,"threshold_uncertainty_score":0.57328564},"labels":[],"label_agreement":null},{"id":"W7117979683","doi":"10.5539/jmsr.v14n2p63","title":"Use of Nanomaterials for Corrosion Protection of Steel Rebars in Concrete","year":2025,"lang":"","type":"article","venue":"Journal of Materials Science Research","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Rebar; Carbonation; Chloride; Reinforced concrete; Nanomaterials; Carbon steel; Durability","score_opus":0.13804186221936723,"score_gpt":0.38598613080734767,"score_spread":0.24794426858798044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117979683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933425,0.0002620815,0.0011823155,0.00019950767,0.0032854807,0.0015707408,0.000103656006,0.000006785683,0.00004692526],"genre_scores_gemma":[0.9977276,0.0005769427,0.0014708745,0.000005120101,0.00008091105,0.000027615093,7.5240933e-7,0.000016502992,0.000093700764],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9938794,0.000881192,0.002684645,0.00036275445,0.0014761619,0.00071589474],"domain_scores_gemma":[0.9939738,0.0010799484,0.00080589013,0.00051524205,0.0034501518,0.00017494716],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.028145107,0.00021191087,0.0010826327,0.0021288488,0.00019059713,0.0003190471,0.0008756899,0.00022551758,0.00020039782],"category_scores_gemma":[0.009927787,0.00018506368,0.00016117342,0.0022306268,0.0013207666,0.0010621314,0.00035766035,0.00031918366,0.000002033315],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022631576,0.000031727002,0.0001947108,0.0019291597,0.0000066924786,0.0000037609168,0.00036896463,0.00051923975,0.99275005,0.00045686864,0.000095509706,0.0013801407],"study_design_scores_gemma":[0.0011270489,0.0009810819,0.003226316,0.0024959785,0.000017699178,0.000014349042,0.00034651012,0.0022243292,0.9886763,0.0003853947,0.0003769498,0.0001280381],"about_ca_topic_score_codex":0.00015311051,"about_ca_topic_score_gemma":0.000007568845,"teacher_disagreement_score":0.01821732,"about_ca_system_score_codex":0.0005824192,"about_ca_system_score_gemma":0.0019006578,"threshold_uncertainty_score":0.998412},"labels":[],"label_agreement":null},{"id":"W7128063153","doi":"10.22260/crc-csce-2025/0122","title":"Automated Life Cycle Analysis Tool for Bridge Design: A User-Friendly Model for Sustainability","year":2025,"lang":"","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Infrastructure Canada","keywords":"Bridge (graph theory); Sustainability; Key (lock); Product life-cycle management; Automation","score_opus":0.020556590694592303,"score_gpt":0.2937068591072698,"score_spread":0.2731502684126775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7128063153","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.087710455,0.000211517,0.9022529,0.0013856947,0.0003561576,0.005568141,0.00039685587,0.0018443002,0.0002739881],"genre_scores_gemma":[0.9473653,0.000020007801,0.047219507,0.00038507767,0.000040418057,0.0013500154,0.000070060014,0.000060269267,0.0034893604],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99557567,0.00016123478,0.0015471376,0.0012772988,0.00027453052,0.0011641227],"domain_scores_gemma":[0.99438465,0.0019916827,0.00013816703,0.0015978502,0.0015070887,0.00038058907],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0019212574,0.0006765431,0.0013521013,0.0005838367,0.00045476944,0.00031483537,0.0005641066,0.0004826319,0.00027431693],"category_scores_gemma":[0.005041366,0.0007128815,0.0015613803,0.0023709354,0.00012890238,0.00034952172,0.0002174005,0.00023635464,0.000006150125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009726606,0.0001812361,0.0015634114,0.0022971332,0.0010685645,7.5846066e-7,0.0003323063,0.96581936,0.00045606628,0.008302086,0.015750283,0.003256132],"study_design_scores_gemma":[0.0022463957,0.0001479178,0.0050302595,0.000027437387,0.0025523608,2.0954364e-7,0.00022958466,0.98327404,0.0007357249,0.0039173975,0.0011177505,0.0007209238],"about_ca_topic_score_codex":0.00016050141,"about_ca_topic_score_gemma":0.00015983044,"teacher_disagreement_score":0.85965484,"about_ca_system_score_codex":0.0010579668,"about_ca_system_score_gemma":0.0014406397,"threshold_uncertainty_score":0.9995322},"labels":[],"label_agreement":null},{"id":"W7131065863","doi":"10.37308/dfi50.260906","title":"Reuse of Existing Piles Study – Hwy 417","year":2025,"lang":"","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reuse; Pile; Christian ministry; Bridge (graph theory); Corrosion; Foundation (evidence); Pier; Service life","score_opus":0.04905581729546661,"score_gpt":0.31498521410329916,"score_spread":0.26592939680783256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7131065863","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8561771,0.00062661676,0.0027670008,0.00016860823,0.0010703251,0.00057848793,0.000008043334,0.0001970914,0.13840674],"genre_scores_gemma":[0.99316067,0.000051255665,0.00077560515,0.000043453332,0.000035942616,0.000013075045,0.0000010569869,0.00001669719,0.005902231],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99819416,0.000104307044,0.000831171,0.00037896406,0.00020397526,0.00028741098],"domain_scores_gemma":[0.99773675,0.0005389444,0.00006751017,0.0014088722,0.00015925016,0.00008869151],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005912903,0.00024885047,0.0004809273,0.000160011,0.00009829362,0.00004737018,0.0004951554,0.00010474754,0.0015694499],"category_scores_gemma":[0.0015962094,0.00024729274,0.0001459402,0.0005577444,0.00006915182,0.000087296015,0.0005374672,0.0002535891,0.000032325344],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056292274,0.0024587957,0.61509943,0.0051667234,0.0006992495,0.000057752724,0.020089729,0.0049289335,0.109375715,0.03331995,0.02387798,0.18436283],"study_design_scores_gemma":[0.01261709,0.0023174388,0.46694618,0.0027074919,0.001388293,0.0000063993593,0.07949281,0.26083493,0.10628564,0.004749892,0.059315663,0.0033381707],"about_ca_topic_score_codex":0.00027139654,"about_ca_topic_score_gemma":0.00016636594,"teacher_disagreement_score":0.25590602,"about_ca_system_score_codex":0.00009861547,"about_ca_system_score_gemma":0.00008944872,"threshold_uncertainty_score":0.9999979},"labels":[],"label_agreement":null},{"id":"W7131941495","doi":"","title":"Korozyonlu betonarme kolonların deneysel korozyon seviyelerinin eşdeğer akım yoğunluğuna bağlı olarak teorik korozyon seviyeleriyle karşılaştırılması","year":2023,"lang":"tr","type":"dissertation","venue":"Erzincan Binali Yıldırım University Institutional Repository","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Association of Canadian Universities for Northern Studies","funders":"","keywords":"Component (thermodynamics); Term (time); Line (geometry); Homogeneous","score_opus":0.01293717813278611,"score_gpt":0.21012442358542333,"score_spread":0.19718724545263722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7131941495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9158862,0.0019590012,0.0002713415,0.00029249993,0.012830065,0.0017444395,0.0010186058,0.0021936605,0.06380419],"genre_scores_gemma":[0.90330845,0.001863216,0.00079916476,0.00015956534,0.0016151199,0.000052131734,0.0048381863,0.0003902266,0.08697392],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.98873496,0.0007041125,0.0021896309,0.003248656,0.0028364884,0.0022861664],"domain_scores_gemma":[0.992949,0.0006122961,0.00112668,0.002086213,0.0015685163,0.0016572758],"candidate_categories":["metaepi_narrow","sts","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"category_scores_codex":[0.0012036603,0.0025920453,0.0023776125,0.001912904,0.0038292187,0.0005230273,0.002541859,0.0026863988,0.0010786523],"category_scores_gemma":[0.00046469993,0.003292139,0.0017924517,0.002864905,0.0012529138,0.0017375711,0.000849712,0.0034997417,0.0030482914],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.020819234,0.0062911347,0.1359906,0.028440459,0.012829992,0.049504012,0.06450297,0.0707581,0.371256,0.09059026,0.11713088,0.03188637],"study_design_scores_gemma":[0.008439363,0.0013490674,0.22644886,0.005509962,0.0034393503,0.0015643875,0.031951092,0.013948885,0.01770451,0.00031428662,0.678905,0.010425249],"about_ca_topic_score_codex":0.004035134,"about_ca_topic_score_gemma":0.0015214714,"teacher_disagreement_score":0.5617741,"about_ca_system_score_codex":0.0061145998,"about_ca_system_score_gemma":0.003755408,"threshold_uncertainty_score":0.9998345},"labels":[],"label_agreement":null},{"id":"W7132001999","doi":"","title":"Numerical investigation of the effect of patch repair on the corrosion of rebar in concrete","year":2009,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Rebar; Composite number; Pitting corrosion","score_opus":0.0077411713225048456,"score_gpt":0.20556343437764743,"score_spread":0.19782226305514258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132001999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975235,0.00001965717,0.000044211487,0.00024356924,0.00008075502,0.00022610014,0.0000033555796,0.000032587563,0.0018263014],"genre_scores_gemma":[0.99985987,0.000005801066,0.000058963655,0.00005091846,0.0000070638093,0.000004272756,9.602161e-7,0.0000048491356,0.000007286843],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992417,0.00016846776,0.00026277546,0.000083012754,0.00016742102,0.00007660352],"domain_scores_gemma":[0.9991874,0.00037320508,0.00006051075,0.00033217005,0.000025041436,0.000021676446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042747564,0.00007374217,0.00018341561,0.000023905468,0.000013203919,0.0000014523425,0.00011748219,0.00005193813,0.0000497216],"category_scores_gemma":[0.00028683245,0.000041150663,0.000092365495,0.00022599372,0.00007126324,0.000020236226,0.000014129204,0.00013286658,0.0000013612205],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000077824625,0.0000018744696,0.05082775,0.00008087825,0.0000014899999,2.3089159e-7,0.000335965,0.0005164229,0.9457661,0.00042583182,0.0007048077,0.0012608359],"study_design_scores_gemma":[0.00029399805,0.0003456827,0.097190425,0.00016504199,0.000007568407,4.832667e-7,0.000017707758,0.033320412,0.8679733,0.00059561786,0.000038411046,0.000051323274],"about_ca_topic_score_codex":0.000016207747,"about_ca_topic_score_gemma":0.0000022283841,"teacher_disagreement_score":0.07779276,"about_ca_system_score_codex":0.000023401466,"about_ca_system_score_gemma":0.000011272745,"threshold_uncertainty_score":0.16780752},"labels":[],"label_agreement":null},{"id":"W7132006495","doi":"","title":"The effect of corrosion and traffic loads on bridge columns using three-dimensional non-linear finite element analysis","year":2020,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Finite element method; Pier; Bridge (graph theory); Reinforced concrete","score_opus":0.016666888763455644,"score_gpt":0.23810198244437777,"score_spread":0.22143509368092212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132006495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955756,0.00004452739,0.0036964319,0.00012224626,0.0000892786,0.00020902489,0.000022410335,0.00004432682,0.00019611775],"genre_scores_gemma":[0.9997248,0.000009143593,0.00014681678,0.00005461377,0.00003133263,0.0000054215243,0.000009348471,0.000011962431,0.0000065770682],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99920195,0.000044725228,0.00022389468,0.00017796899,0.00020217933,0.00014926272],"domain_scores_gemma":[0.99913317,0.0005171026,0.00003640769,0.00018910767,0.000025937898,0.00009827009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022996006,0.0001256287,0.00025650283,0.000039106933,0.000096204916,0.000017799577,0.00008138337,0.000044054505,0.00010110245],"category_scores_gemma":[0.00007847471,0.00009181698,0.00011861944,0.00032433376,0.000050669663,0.000024569086,0.000046522622,0.00012193213,0.000007783996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032702988,0.00001211394,0.01369769,0.00011492506,0.00008787679,0.000003925688,0.00019982162,0.85024667,0.12624487,0.000009783937,0.0006926539,0.008362622],"study_design_scores_gemma":[0.00043194348,0.00028347175,0.005830949,0.000017653132,0.00014975881,3.9844508e-7,0.0000044406574,0.98192936,0.011044793,0.0000027558765,0.00021222209,0.00009225756],"about_ca_topic_score_codex":0.000013174724,"about_ca_topic_score_gemma":0.00008244591,"teacher_disagreement_score":0.13168268,"about_ca_system_score_codex":0.000027956467,"about_ca_system_score_gemma":0.000010363006,"threshold_uncertainty_score":0.37441877},"labels":[],"label_agreement":null},{"id":"W7132111911","doi":"","title":"Nonlinear finite element modelling of bridge piers subjected to corrosion, freeze-thaw cycles, and traffic load","year":2021,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Corrosion; Service life; Nonlinear system; Bridge (graph theory); Reinforcement; Pier","score_opus":0.021545778167664148,"score_gpt":0.22192622049656788,"score_spread":0.20038044232890373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132111911","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94027233,0.00021874593,0.05800034,0.000108451255,0.00018050251,0.00014708433,0.00009245446,0.00013607043,0.0008440115],"genre_scores_gemma":[0.99202985,0.0001459229,0.0075760577,0.00008267599,0.000034320856,0.000008152018,0.000028114233,0.000023108005,0.00007180972],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989859,0.000026957885,0.00030404134,0.00024307665,0.00021775132,0.00022226956],"domain_scores_gemma":[0.99926627,0.00009649214,0.000023863871,0.00030115875,0.00014621887,0.00016600662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015206268,0.00014203048,0.00023117253,0.000049028953,0.00004065178,0.000022300212,0.00008697278,0.000065088396,0.00031196166],"category_scores_gemma":[0.00006975359,0.0001531082,0.000058722733,0.00025043308,0.000029200111,0.000045618563,0.00005957282,0.00013313479,0.000013593597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007177161,0.000064240645,0.0022253476,0.0002358256,0.000015911677,0.000021411806,0.0015133341,0.41755635,0.5589243,0.00006526876,0.002868751,0.01643746],"study_design_scores_gemma":[0.0006196904,0.000058410722,0.0021737327,0.00008118158,0.000023697667,0.000005931231,0.00016167543,0.8901924,0.1031447,0.00009375713,0.0031786915,0.0002661448],"about_ca_topic_score_codex":0.000020318234,"about_ca_topic_score_gemma":0.0001346407,"teacher_disagreement_score":0.47263604,"about_ca_system_score_codex":0.000052121606,"about_ca_system_score_gemma":0.000062426654,"threshold_uncertainty_score":0.6243571},"labels":[],"label_agreement":null},{"id":"W7132182874","doi":"","title":"Modeling the resilience of aging concrete bridge columns subjected to corrosion and extreme climate events","year":2019,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Resilience (materials science); Ductility (Earth science); Corrosion; Reinforced concrete; Bridge deck","score_opus":0.018701250491685386,"score_gpt":0.2295375017716012,"score_spread":0.21083625127991582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132182874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949356,0.00007431148,0.003175295,0.00006537768,0.00020653936,0.0003105291,0.000016216865,0.00009752075,0.0011186176],"genre_scores_gemma":[0.99947536,0.00007299334,0.00032173135,0.000054390257,0.000012927457,0.000007803286,0.000002531245,0.000015230284,0.000037056485],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991618,0.000036451427,0.00022249724,0.00018813866,0.00016906415,0.00022209158],"domain_scores_gemma":[0.9994305,0.00008975764,0.000021838367,0.00032131627,0.00005824006,0.00007836739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028701965,0.00010378135,0.00017384399,0.000037808164,0.0000566456,0.000017602883,0.00014711834,0.000039517134,0.00010821042],"category_scores_gemma":[0.000049214777,0.00008684368,0.000035402132,0.00016196318,0.000023119943,0.00007432937,0.00010735507,0.000112626934,0.000025615269],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027312653,0.0000011628788,0.022674205,0.00008761758,0.0000017028133,5.338835e-7,0.0005951944,0.005166003,0.9700737,0.00009303773,0.0000568082,0.0012226963],"study_design_scores_gemma":[0.00041921984,0.00005246956,0.030661948,0.00017784862,0.000011790286,0.0000038423955,0.00022726778,0.9447749,0.02322665,0.00014493921,0.00010140083,0.00019769388],"about_ca_topic_score_codex":0.000028144652,"about_ca_topic_score_gemma":0.000031417272,"teacher_disagreement_score":0.9468471,"about_ca_system_score_codex":0.000028938277,"about_ca_system_score_gemma":0.000011852882,"threshold_uncertainty_score":0.35413823},"labels":[],"label_agreement":null},{"id":"W7132272728","doi":"","title":"Rušenje metalnih mostova","year":2022,"lang":"hr","type":"dissertation","venue":"University of Split Repository","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Period (music); Context (archaeology)","score_opus":0.006189910719313947,"score_gpt":0.18392486911900405,"score_spread":0.1777349583996901,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132272728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9065071,0.0020265137,0.00012480411,0.000034046116,0.0030977402,0.000430098,0.00013534559,0.00023595495,0.08740839],"genre_scores_gemma":[0.9136182,0.00032736166,0.0007150807,0.000010522101,0.000081490165,4.0618949e-7,0.00072587014,0.00006054687,0.08446051],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980119,0.00013121875,0.00041649715,0.0005830983,0.0005478631,0.00030945818],"domain_scores_gemma":[0.9983429,0.00012880536,0.00031886346,0.00080550375,0.00020538016,0.00019855745],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00021695755,0.00039154847,0.00066692044,0.00027179776,0.000515952,0.000026102543,0.00063408824,0.0003671523,0.0049408735],"category_scores_gemma":[0.00003028904,0.0005663027,0.0005747647,0.000334276,0.00013307706,0.00017388072,0.0001966895,0.00073911337,0.00006366972],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0045642955,0.0012265844,0.012286424,0.015221905,0.0034121622,0.0032537756,0.13724485,0.0148613695,0.70567536,0.013375175,0.04273902,0.0461391],"study_design_scores_gemma":[0.004220382,0.0008754989,0.0899233,0.0009950872,0.003869562,0.00014495221,0.18861607,0.02024448,0.037196767,0.00016854047,0.64937973,0.0043656365],"about_ca_topic_score_codex":0.0021751588,"about_ca_topic_score_gemma":0.0001249191,"teacher_disagreement_score":0.66847855,"about_ca_system_score_codex":0.0005638566,"about_ca_system_score_gemma":0.0002461674,"threshold_uncertainty_score":0.99967885},"labels":[],"label_agreement":null},{"id":"W7132315282","doi":"","title":"Optimization of service life design of concrete infrastructures in corrosive environments under a changing climate","year":2019,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Service life; Corrosion; Concrete cover; Rebar; Thermal diffusivity; Chloride; Reinforced concrete; Serviceability (structure)","score_opus":0.010171641217112472,"score_gpt":0.19825127112476004,"score_spread":0.18807962990764757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132315282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8973995,0.000035295066,0.101331204,0.000021119815,0.00012442804,0.00029996614,0.000017891949,0.000027797538,0.0007428394],"genre_scores_gemma":[0.9946534,0.00004625784,0.005153684,0.00010373587,0.0000058247188,0.00000681027,0.000009395164,0.000014893733,0.000005980094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993221,0.000036588914,0.00024056032,0.00010904642,0.00011645092,0.00017522278],"domain_scores_gemma":[0.99962866,0.00007844228,0.00005942549,0.00017635501,0.000018219414,0.00003892428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014668671,0.00009263999,0.00019518587,0.00009559181,0.000009882339,0.000004076572,0.00008547142,0.00006377386,0.0007170768],"category_scores_gemma":[0.000019497089,0.00009536453,0.000024783496,0.00016354315,0.000018404393,0.00007161658,0.00005036025,0.00007085822,0.0000086139635],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027236523,0.0000010856406,0.0019646718,0.00009146526,0.000003088312,1.4538621e-7,0.00042640834,0.6401122,0.35719806,0.00010714086,0.000006828173,0.00006164305],"study_design_scores_gemma":[0.00064400834,0.00003515035,0.0065264236,0.000074436044,0.000008706462,6.318046e-7,0.00034459328,0.94654894,0.0454876,0.00020420253,0.000007738723,0.00011754159],"about_ca_topic_score_codex":0.0000048494207,"about_ca_topic_score_gemma":0.0000010291665,"teacher_disagreement_score":0.31171045,"about_ca_system_score_codex":0.000035922687,"about_ca_system_score_gemma":0.000013181141,"threshold_uncertainty_score":0.7851488},"labels":[],"label_agreement":null},{"id":"W7132339738","doi":"","title":"State-of-the-art on the combined effects of freeze/thaw exposure and reinforcement corrosion on the structural performance of RC structures","year":2019,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforcement; Reinforced concrete; Durability; Action (physics); Structural system; Work (physics)","score_opus":0.004888064886180246,"score_gpt":0.18020802714564585,"score_spread":0.1753199622594656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132339738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99757653,0.000025057005,0.000013220942,0.00009649116,0.00037884744,0.0005354298,0.000010295289,0.00001647236,0.0013476606],"genre_scores_gemma":[0.9997741,0.000019614712,0.000014002356,0.000060048358,0.000006613795,0.0000070218575,0.0000019696083,0.000009550161,0.00010710782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99925363,0.00005118597,0.0002203075,0.00009835633,0.00026051325,0.00011601915],"domain_scores_gemma":[0.9989987,0.00036785673,0.000084539824,0.00048525364,0.000040100942,0.000023550378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014398724,0.00012308593,0.00017745393,0.000021534688,0.000047311383,0.00000725447,0.00020258702,0.000036641657,0.00022344629],"category_scores_gemma":[0.00005139945,0.000057863926,0.00005800964,0.00008276157,0.00009368836,0.00003146218,0.0000660781,0.00016351632,0.0000028730276],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003627251,0.000007759342,0.040983796,0.000715424,0.000017613173,1.8239696e-7,0.0011159519,0.009006016,0.9373672,0.0053180996,0.0012873451,0.0038178656],"study_design_scores_gemma":[0.0005934108,0.0006724588,0.17104858,0.00019158471,0.000011817821,6.5833103e-7,0.0000560457,0.021010946,0.80541396,0.00082912826,0.0000796088,0.000091788505],"about_ca_topic_score_codex":0.0000060416337,"about_ca_topic_score_gemma":0.000005433893,"teacher_disagreement_score":0.13195325,"about_ca_system_score_codex":0.000015532185,"about_ca_system_score_gemma":0.0000104140245,"threshold_uncertainty_score":0.24465801},"labels":[],"label_agreement":null},{"id":"W7132348443","doi":"","title":"Assessment of safety and serviceability of aged bridges subjected to extreme climate loads","year":2021,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Finite element method; Bearing capacity; Structural load; Girder; Extreme Cold; Stress (linguistics)","score_opus":0.01544973808576112,"score_gpt":0.24498975532202685,"score_spread":0.22954001723626574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132348443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919855,0.000048929876,0.0016045274,0.000114124006,0.000093685754,0.000120406316,0.0000707239,0.000064977015,0.0058971057],"genre_scores_gemma":[0.9970618,0.00007423979,0.002786351,0.000030405257,0.0000081162625,0.000003599987,0.000011026493,0.000009026666,0.0000154434],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99918914,0.00006194797,0.000304902,0.00016956689,0.00013658682,0.00013785622],"domain_scores_gemma":[0.9993057,0.00011869875,0.000027355161,0.00034256693,0.00012409572,0.00008156828],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027893786,0.00008942938,0.00025482738,0.000028287657,0.000020252128,0.0000076038746,0.0000656644,0.000043509215,0.0005472351],"category_scores_gemma":[0.000064939275,0.00009149902,0.000046264,0.00019226628,0.000026489275,0.000037808142,0.00009486229,0.00008126626,0.000001355359],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002567942,0.00002287414,0.08156457,0.00045343963,0.000008150981,0.0000019948154,0.00018667913,0.00014834855,0.9132062,0.00021770848,0.000032614258,0.00413175],"study_design_scores_gemma":[0.00029040617,0.000026151303,0.88047427,0.000038509337,0.000012009374,0.0000019066312,0.0001130285,0.0057515996,0.11294196,0.000097272015,0.00016580649,0.000087072585],"about_ca_topic_score_codex":0.000013654046,"about_ca_topic_score_gemma":0.00015162902,"teacher_disagreement_score":0.80026424,"about_ca_system_score_codex":0.000042063497,"about_ca_system_score_gemma":0.000031674903,"threshold_uncertainty_score":0.59918404},"labels":[],"label_agreement":null},{"id":"W7132453859","doi":"","title":"Galvanic corrosion assessment of ASTM A1010 bridge steel and bolts and effect of temperature and acidity","year":2018,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Galvanization; Galvanic cell; Galvanic corrosion; Weathering steel; Atmosphere (unit)","score_opus":0.006836310968263127,"score_gpt":0.2464691653846281,"score_spread":0.23963285441636498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132453859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99840206,0.00017217109,0.00011188644,0.000022021617,0.0001450194,0.00018142504,0.000025358631,0.000034053057,0.00090602756],"genre_scores_gemma":[0.9995478,0.00010469948,0.0002736082,0.000010592966,0.000029795758,0.000003834514,0.0000029544283,0.00000957261,0.000017133107],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994245,0.00004929189,0.00015525066,0.00015805368,0.00010926336,0.00010364011],"domain_scores_gemma":[0.9995516,0.00012569246,0.000030804764,0.00017402355,0.000043526834,0.00007437768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000270467,0.000113030335,0.00024118947,0.000032689622,0.000035083864,0.000014597145,0.000039827028,0.00008255395,0.0000626512],"category_scores_gemma":[0.00004653907,0.00009271259,0.000022425262,0.0000631649,0.0001307353,0.00006290338,0.00006706036,0.00011954715,4.918429e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032942797,0.000005282151,0.04108839,0.00030194127,0.0000033238664,5.189276e-7,0.00009812886,9.877056e-7,0.9539062,0.000039338644,0.00042437145,0.004098617],"study_design_scores_gemma":[0.00088164053,0.0005397573,0.72921306,0.00009960523,0.00002745019,0.000010484203,0.000014292499,0.0076656877,0.26109156,0.00007149368,0.00025985847,0.00012507674],"about_ca_topic_score_codex":0.000004449622,"about_ca_topic_score_gemma":0.000014380415,"teacher_disagreement_score":0.6928146,"about_ca_system_score_codex":0.000012697644,"about_ca_system_score_gemma":0.000009706045,"threshold_uncertainty_score":0.37807098},"labels":[],"label_agreement":null},{"id":"W7132462344","doi":"","title":"Effects of different levels and patterns of reinforcement corrosion on aged columns: numerical and experimental investigation","year":2021,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Reinforcement; Reduction (mathematics); Concentric; Transverse plane; Residual stress; Residual","score_opus":0.012840596675787248,"score_gpt":0.22138098087197638,"score_spread":0.20854038419618914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132462344","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979457,0.00009044415,0.0015781884,0.00001605313,0.00008782032,0.00013407212,0.000004997583,0.000020357598,0.00012236164],"genre_scores_gemma":[0.99979556,0.000023808787,0.00009790556,0.000032093336,0.0000066992675,0.000011415051,0.0000059149065,0.000006493957,0.000020089985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952453,0.000032564094,0.0001560034,0.000104598985,0.00011492525,0.000067350054],"domain_scores_gemma":[0.9997013,0.00010165256,0.000025829177,0.00009453164,0.000016219992,0.00006041895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000034186018,0.00007613251,0.00015246346,0.000019664712,0.000016998329,0.0000068934064,0.000021281823,0.00003389555,0.00008684836],"category_scores_gemma":[0.00003079996,0.00007117282,0.000021225946,0.000033702123,0.000028035274,0.0000266267,0.00003914841,0.00005335735,3.4316966e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001559364,0.000015369882,0.008493323,0.00025462775,0.0000027619544,0.0000015128745,0.0005370692,0.000040143732,0.9897104,0.00012541012,0.00003251092,0.0007712649],"study_design_scores_gemma":[0.00053291436,0.00013459956,0.093662165,0.00013340342,0.0000071308295,0.0000011892711,0.00008432153,0.0067108693,0.8985981,0.00007018676,0.000004781621,0.000060379],"about_ca_topic_score_codex":0.0000038894427,"about_ca_topic_score_gemma":0.0000019018862,"teacher_disagreement_score":0.09111235,"about_ca_system_score_codex":0.00002455247,"about_ca_system_score_gemma":0.0000054762572,"threshold_uncertainty_score":0.29023433},"labels":[],"label_agreement":null},{"id":"W7132618446","doi":"","title":"Numerical investigation of the structural performance of aged RC bridge columns subjected to corrosion and service loads","year":2020,"lang":"en","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Rebar; Reinforcement; Stiffness; Concrete cover; Bridge (graph theory); Reinforced concrete; Reduction (mathematics); Displacement (psychology)","score_opus":0.016015311157175083,"score_gpt":0.2013558890619722,"score_spread":0.1853405779047971,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132618446","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988998,0.000008292187,0.00014818231,0.0005105618,0.000086606466,0.00016064176,0.0000124451035,0.00004687866,0.00012656488],"genre_scores_gemma":[0.99942476,0.0000028582876,0.00023296036,0.00030853605,0.000014403391,0.0000029390887,0.0000035384815,0.000007316336,0.0000027102951],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99950504,0.000028666465,0.00016762812,0.00009557384,0.00012395538,0.00007915273],"domain_scores_gemma":[0.9996611,0.000034036046,0.000030293528,0.00013198241,0.00005714291,0.00008545362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000046876303,0.00006781981,0.00013169588,0.000012471965,0.000029715398,0.0000061234446,0.0000991264,0.000034147917,0.00006269437],"category_scores_gemma":[0.000051909476,0.00005494811,0.000021545035,0.00032838085,0.000032914882,0.000048147653,0.000049778784,0.00009362945,0.0000021266133],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033797485,7.145608e-7,0.09393156,0.000168564,0.0000011143769,7.034989e-8,0.0015166425,0.00044467385,0.902983,0.00000817703,0.00016262133,0.0007490805],"study_design_scores_gemma":[0.0001568085,0.00004564811,0.664959,0.000024240198,0.0000052241003,7.322521e-7,0.000027094942,0.09166572,0.24302845,0.000019460813,0.00001542718,0.000052200554],"about_ca_topic_score_codex":0.000022712537,"about_ca_topic_score_gemma":0.00002473895,"teacher_disagreement_score":0.65995455,"about_ca_system_score_codex":0.000014783137,"about_ca_system_score_gemma":0.00001614005,"threshold_uncertainty_score":0.22407189},"labels":[],"label_agreement":null},{"id":"W7132668320","doi":"","title":"Pesquisas sobre Durabilidade do Concreto Realizadas em Berkeley","year":2000,"lang":"","type":"article","venue":"NPARC","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Field (mathematics); Context (archaeology); Order (exchange)","score_opus":0.010017244328073218,"score_gpt":0.22329119754696075,"score_spread":0.21327395321888754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132668320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74401027,0.0009073185,0.00017124592,0.0008836792,0.0011767219,0.00074392115,0.00017155148,0.0006809511,0.25125432],"genre_scores_gemma":[0.98938125,0.0018090997,0.0006570235,0.00044051363,0.00063971523,0.00006479049,0.000054487668,0.00017201406,0.0067810975],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99477375,0.0003161189,0.0013376462,0.0012164051,0.0008065669,0.0015495092],"domain_scores_gemma":[0.9963872,0.00040299303,0.00011837218,0.0019102681,0.00019505486,0.0009861554],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0008020702,0.00090015674,0.0010318866,0.00015176696,0.00036975788,0.00038725729,0.0007791224,0.00066374196,0.19025812],"category_scores_gemma":[0.0002533477,0.0009782435,0.000586226,0.0007458738,0.0003032049,0.00037926756,0.00015610794,0.0010258484,0.003526508],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000996404,0.00021779748,0.0030240198,0.0013376595,0.00025482217,0.00028295338,0.017273337,0.0025463065,0.10136193,0.0068737566,0.09783628,0.76799476],"study_design_scores_gemma":[0.005406449,0.0007481999,0.009149374,0.0008947809,0.0004927729,0.00031324345,0.0033481615,0.061837234,0.017863402,0.01667543,0.8789569,0.004314065],"about_ca_topic_score_codex":0.000064331354,"about_ca_topic_score_gemma":0.00009388082,"teacher_disagreement_score":0.7811206,"about_ca_system_score_codex":0.00050781766,"about_ca_system_score_gemma":0.00022328555,"threshold_uncertainty_score":0.9992668},"labels":[],"label_agreement":null},{"id":"W7133018273","doi":"","title":"Assessing the Corrosion Behavior of Carbon and Stainless-Steel Bars Exposed to Carbonated Fly Ash and Slag Composites","year":2024,"lang":"","type":"dissertation","venue":"TSpace","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Toronto","keywords":"Corrosion; Fly ash; Chloride; Durability; Mortar; Curing (chemistry); Cementitious; Carbon steel","score_opus":0.02105024297258854,"score_gpt":0.3194259976774519,"score_spread":0.2983757547048633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7133018273","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98826987,0.0066091446,0.000054187658,0.0002620319,0.0012642994,0.0014446473,0.000036788748,0.00013651451,0.0019225177],"genre_scores_gemma":[0.99789876,0.000332003,0.0002202329,0.000027832824,0.00005554715,0.00009239294,0.00014028032,0.00012923658,0.0011037256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99715966,0.00020297534,0.0007917881,0.0008484677,0.00051881274,0.0004782741],"domain_scores_gemma":[0.9979257,0.00062189583,0.00021377033,0.0006373859,0.00028847673,0.00031278824],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00051006605,0.0007239591,0.00088750693,0.00030199473,0.00022950816,0.00048365217,0.00025805776,0.0004993642,0.00006034258],"category_scores_gemma":[0.00016705657,0.0006289894,0.0001481647,0.0006169411,0.00015993412,0.00016108592,0.00022396201,0.0008236496,0.000004201028],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010289356,0.00003010918,0.005863871,0.0015928871,0.000025215486,0.00001747524,0.023249293,0.00027974127,0.9659115,0.000046589754,0.00004214122,0.0028382745],"study_design_scores_gemma":[0.0020366162,0.00075024035,0.3317449,0.0057357764,0.002414922,0.000046054236,0.091827646,0.16000459,0.4023237,0.000048447317,0.00052620115,0.0025408864],"about_ca_topic_score_codex":0.00064568,"about_ca_topic_score_gemma":0.00050245674,"teacher_disagreement_score":0.5635878,"about_ca_system_score_codex":0.00017122638,"about_ca_system_score_gemma":0.0001549406,"threshold_uncertainty_score":0.99961615},"labels":[],"label_agreement":null},{"id":"W7133428928","doi":"","title":"Application of heuristics and metaheuristics in the desing of bridges in concrete","year":2020,"lang":"es","type":"article","venue":"Universidad Industrial de Santander","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Minia University; Seoul National University; Cairo University; Universidad Industrial de Santander; University of Hertfordshire; Isfahan University of Technology; Lehigh University; University of Waterloo; Ohio State University","keywords":"Reinforced concrete; Work (physics); Context (archaeology)","score_opus":0.03642635586691933,"score_gpt":0.24176407922315044,"score_spread":0.2053377233562311,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7133428928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898789,0.00038972867,0.007788801,0.00045323413,0.000061336694,0.00037247143,0.0000743476,0.000013253832,0.00096793205],"genre_scores_gemma":[0.9993871,0.0003134564,0.00016517719,0.00005253362,0.00006158622,9.011459e-7,0.0000066224793,0.000010765705,0.0000018556988],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989062,0.00019863043,0.0003975232,0.00017428023,0.00015931882,0.00016407196],"domain_scores_gemma":[0.9990306,0.00056943996,0.00012228735,0.00016401573,0.00004836683,0.000065288645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039918054,0.00013819092,0.00034402148,0.0001018635,0.000022036798,0.000019081828,0.00017456117,0.00021030044,0.000020271236],"category_scores_gemma":[0.0005114735,0.00013248995,0.000048410293,0.00045747458,0.00014883578,0.00006246844,0.00005651744,0.0003802417,6.7800323e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015661429,0.000053579,0.83521444,0.0011324073,0.0001068334,0.00010247432,0.013873224,0.009944716,0.08445956,0.030954918,0.0009887696,0.021602929],"study_design_scores_gemma":[0.016501646,0.00085983466,0.27204752,0.0010405411,0.000805947,0.000029295195,0.026938679,0.62161523,0.0442433,0.00047249324,0.014192316,0.0012531782],"about_ca_topic_score_codex":0.00030070805,"about_ca_topic_score_gemma":0.0000122227175,"teacher_disagreement_score":0.61167055,"about_ca_system_score_codex":0.000084568805,"about_ca_system_score_gemma":0.00009223538,"threshold_uncertainty_score":0.5402784},"labels":[],"label_agreement":null},{"id":"W7161774898","doi":"10.82308/31487","title":"The assessment of reinforcing steel corrosion in the south section of the Dickson bridge /","year":2000,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Durability; Bridge (graph theory); Bridge deck; Reinforced concrete; Joint (building)","score_opus":0.010562815496784821,"score_gpt":0.2516939147002595,"score_spread":0.24113109920347467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161774898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96428746,0.00011812674,0.0002940434,0.000031196672,0.0011640801,0.0005764027,0.000012479878,0.000041155316,0.03347506],"genre_scores_gemma":[0.9981698,0.00013299972,0.000010708493,0.000014291302,0.000036831254,0.000029459114,0.000046493937,0.000017918797,0.0015415311],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99872386,0.00010227064,0.00051817205,0.0001350388,0.00037679114,0.00014384746],"domain_scores_gemma":[0.9990097,0.00022700526,0.00015575509,0.00053199584,0.000059220176,0.000016323544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005497878,0.00016980851,0.0002194781,0.00005347632,0.000108034146,0.000029260384,0.00033817568,0.00016111255,0.00008016383],"category_scores_gemma":[0.000049790444,0.00008221334,0.00016305743,0.00028138317,0.00003183745,0.00004680566,0.000017235468,0.00044111782,0.0000012014608],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016577768,0.00028996848,0.09040448,0.007137342,0.00015961267,0.0000051775014,0.10556258,0.16726787,0.35708368,0.008470169,0.015234822,0.2467265],"study_design_scores_gemma":[0.0005107624,0.000092849186,0.91757774,0.00052425667,0.00006842681,0.0000022363984,0.008908198,0.05549924,0.013906712,0.00006629531,0.0025617871,0.0002815113],"about_ca_topic_score_codex":0.00017037595,"about_ca_topic_score_gemma":0.0015930933,"teacher_disagreement_score":0.82717323,"about_ca_system_score_codex":0.0000855495,"about_ca_system_score_gemma":0.00007423741,"threshold_uncertainty_score":0.33525628},"labels":[],"label_agreement":null},{"id":"W7161964870","doi":"10.82308/19347","title":"Corrosion initiation of concrete bridge elements exposed to de-icing salts","year":2012,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Parboiling; Corrosion; High-temperature corrosion; Materials testing","score_opus":0.023707523640810992,"score_gpt":0.26948287097853163,"score_spread":0.24577534733772063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161964870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98083794,0.00014478517,0.0030544994,0.000005528076,0.001266135,0.00047918336,0.000039101455,0.0002403676,0.0139324395],"genre_scores_gemma":[0.99763995,0.000039354974,0.00052867236,0.00006955103,0.00008577559,0.000037383328,0.00088609656,0.00005709377,0.000656135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99856764,0.00003950476,0.0006065719,0.00020990473,0.00026606288,0.00031032265],"domain_scores_gemma":[0.9991729,0.00008578463,0.00011997449,0.00029137716,0.00014758356,0.00018236792],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030825663,0.00025391608,0.00035870558,0.00017382769,0.000039761137,0.0000196353,0.00014357264,0.00024485655,0.00075507717],"category_scores_gemma":[0.00012654942,0.000271097,0.00010284066,0.00018442405,0.000006968416,0.000120338365,0.000020473635,0.00019315777,0.000077832425],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009464499,0.000004459037,0.004042171,0.00046926455,0.000009226079,7.9389963e-7,0.0021593026,0.00008102018,0.9847733,0.00006278366,0.0018674068,0.0064356606],"study_design_scores_gemma":[0.000870209,0.00013455776,0.22874756,0.0005963849,0.00011086271,0.0000022437703,0.0007875415,0.0053100516,0.76102495,0.000028565713,0.0016092754,0.0007777685],"about_ca_topic_score_codex":0.000057104917,"about_ca_topic_score_gemma":0.00020721322,"teacher_disagreement_score":0.22470538,"about_ca_system_score_codex":0.0001671302,"about_ca_system_score_gemma":0.00005199571,"threshold_uncertainty_score":0.99997413},"labels":[],"label_agreement":null},{"id":"W7162004176","doi":"10.82308/38073","title":"Assessment and evaluation of corrosion on response of girders of Champlain bridge","year":2023,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Girder; Corrosion; Prestressed concrete; Carbonation; Cracking; Bridge (graph theory); Shear (geology)","score_opus":0.044418372891555535,"score_gpt":0.34615860645787694,"score_spread":0.3017402335663214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7162004176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99666476,0.00008042834,0.00012325944,0.0000072122416,0.00043541216,0.00041224892,0.000046937337,0.000054391585,0.002175367],"genre_scores_gemma":[0.99921995,0.00008635529,0.00006194819,0.0000024964484,0.0000053754147,0.00002046524,0.00024190033,0.00002592699,0.00033557907],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985958,0.0001571176,0.00045671323,0.00016648341,0.00054284267,0.00008108479],"domain_scores_gemma":[0.9988512,0.00041073357,0.00015135275,0.0002595289,0.0002940265,0.000033181434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016666637,0.00014188781,0.00033642026,0.00022625277,0.000013305858,0.000003542129,0.00006331622,0.00015787243,0.00015408412],"category_scores_gemma":[0.0002735086,0.00013720048,0.000074025935,0.00017518718,0.000022983098,0.000024669287,0.000011062127,0.00011260439,0.000001934116],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002109293,0.00006282283,0.0016718644,0.0022809696,0.00003302615,5.883595e-7,0.0021663553,0.0047292234,0.95753103,0.00026423752,0.0012046203,0.027945962],"study_design_scores_gemma":[0.00073358585,0.0002479209,0.8372789,0.00047288637,0.000088232555,2.602639e-7,0.001276435,0.051829297,0.10780409,0.000087758606,0.000018115117,0.00016252951],"about_ca_topic_score_codex":0.00007414109,"about_ca_topic_score_gemma":0.00018312885,"teacher_disagreement_score":0.849727,"about_ca_system_score_codex":0.000078720506,"about_ca_system_score_gemma":0.00011962831,"threshold_uncertainty_score":0.5594873},"labels":[],"label_agreement":null},{"id":"W7162087986","doi":"10.82308/25203","title":"Condition assessment of concrete bridge girders using modal testing - a preliminary study","year":2009,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Girder; Modal; Modal testing; Vibration; Natural frequency; Stiffness; Cracking; Bridge (graph theory); Modal analysis","score_opus":0.03714863767470776,"score_gpt":0.3261769953855576,"score_spread":0.28902835771084984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7162087986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9833206,0.000087426204,0.00090667815,0.0000018699794,0.0004378881,0.00089764525,0.00003090262,0.0003238294,0.013993143],"genre_scores_gemma":[0.9975007,0.0000041558515,0.0017945068,0.000010587516,0.000043959088,0.000025016105,0.00040308235,0.000047544763,0.00017041557],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9984524,0.00006366796,0.0006083375,0.0003184442,0.00033800706,0.00021911704],"domain_scores_gemma":[0.9990766,0.00015687497,0.0001609892,0.00032298084,0.0002050398,0.00007753658],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023185891,0.0003201261,0.000500077,0.00016536859,0.00006836959,0.000034553854,0.00014049585,0.000197344,0.0001388414],"category_scores_gemma":[0.000085295025,0.0003425091,0.000112644986,0.00023564087,0.000018959063,0.00012163708,0.000016144759,0.00033049853,0.0000024807384],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082387147,0.000491159,0.1036102,0.0076422472,0.00084571115,0.00020116093,0.008362605,0.08933182,0.71639484,0.0003925595,0.0023744607,0.06952937],"study_design_scores_gemma":[0.0007340865,0.00064153277,0.6408624,0.00027827104,0.0002120655,0.000005843276,0.0023352846,0.35267934,0.0017182371,0.00003932991,0.000011302039,0.00048230294],"about_ca_topic_score_codex":0.00027134083,"about_ca_topic_score_gemma":0.0000735019,"teacher_disagreement_score":0.7146766,"about_ca_system_score_codex":0.00016019618,"about_ca_system_score_gemma":0.00013559038,"threshold_uncertainty_score":0.99990267},"labels":[],"label_agreement":null},{"id":"W7162102891","doi":"10.82308/34344","title":"Maximum likelihood estimation for parameters of chloride induced corrosion of concrete bridges","year":2016,"lang":"en","type":"dissertation","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforced concrete; Corrosion; Statistical analysis; Electrochemical noise; Pitting corrosion","score_opus":0.015979697160266267,"score_gpt":0.2526089195145602,"score_spread":0.23662922235429396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7162102891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9713975,0.00008795568,0.024251597,0.0000143437655,0.0015171333,0.0007942605,0.0001684208,0.00016488948,0.001603855],"genre_scores_gemma":[0.9968742,0.000069649446,0.0020258198,0.0000086591945,0.00002741826,0.00008566441,0.0005783567,0.000058236914,0.0002720099],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99855083,0.000017559543,0.00072283373,0.00025922133,0.00023091014,0.00021867114],"domain_scores_gemma":[0.99866635,0.00033788575,0.0002658007,0.00036792248,0.00028118005,0.00008088095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020123825,0.00028405094,0.0005869945,0.00016580107,0.000027621456,0.000011528924,0.00017518968,0.00035328293,0.00009457616],"category_scores_gemma":[0.0002871183,0.00024109984,0.00024387219,0.00010675936,0.000025943224,0.00010635264,0.000012842083,0.00012222062,0.000007715048],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005845732,0.000006348266,0.000153457,0.0024223,0.000030430721,3.6162916e-7,0.00038431177,0.0001223619,0.92990553,0.00014842367,0.00044940322,0.06579251],"study_design_scores_gemma":[0.0007243205,0.00017000653,0.0010351037,0.0004965587,0.00008198933,7.006503e-7,0.00021135634,0.019936973,0.97639287,0.0005947312,0.00005745137,0.0002979424],"about_ca_topic_score_codex":0.00006077568,"about_ca_topic_score_gemma":0.0000435701,"teacher_disagreement_score":0.06549457,"about_ca_system_score_codex":0.00006777169,"about_ca_system_score_gemma":0.00007058169,"threshold_uncertainty_score":0.9831766},"labels":[],"label_agreement":null},{"id":"W72615605","doi":"10.5006/c2000-00281","title":"Electrochemical Noise Analysis for Corrosivity Assessment","year":2000,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Electrochemical noise; Corrosion; Electrochemistry; Materials science; Metallurgy; Environmental science; Electrode; Chemistry","score_opus":0.008744951715988476,"score_gpt":0.2468562077450149,"score_spread":0.23811125602902644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W72615605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6670968,0.000022914863,0.3168264,0.00006739579,0.000041888692,0.00015287122,0.00000677232,0.00033776197,0.015447192],"genre_scores_gemma":[0.99523604,0.000015465195,0.003663617,0.00008930244,0.000024051953,0.000039662602,0.000026553222,0.0000084725425,0.00089680735],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994608,0.0000076055067,0.00013273397,0.00014427376,0.00007917569,0.00017537807],"domain_scores_gemma":[0.9996141,0.00007433882,0.0000054299094,0.00020350971,0.000023928618,0.00007864726],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00008874514,0.00008656645,0.00016160886,0.0000376697,0.000030152321,0.000020443878,0.000072220064,0.000046347985,0.0047287904],"category_scores_gemma":[0.0000099868375,0.00007866877,0.00016840288,0.00026268722,0.000011719072,0.0000400565,0.0000056658378,0.00006895005,0.000024970857],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007304753,0.00008127942,0.036921367,0.00006691082,0.00022295433,9.01661e-7,0.00006682532,0.0058890083,0.91806096,0.0007202991,0.0054982966,0.032398175],"study_design_scores_gemma":[0.00055857137,0.000053925905,0.03964072,0.0000024911203,0.00029632318,0.000001296023,0.000011510047,0.8333784,0.10390035,0.00021721843,0.021575078,0.00036415714],"about_ca_topic_score_codex":0.0000050180865,"about_ca_topic_score_gemma":0.000029154717,"teacher_disagreement_score":0.8274893,"about_ca_system_score_codex":0.00006280546,"about_ca_system_score_gemma":0.000010221202,"threshold_uncertainty_score":0.996181},"labels":[],"label_agreement":null},{"id":"W75193868","doi":"10.5006/c2010-10122","title":"Performance of Zinc Sacrificial Anodes for Long-term Control of Reinforcement Corrosion","year":2010,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"RTDS Technologies (Canada)","funders":"","keywords":"Corrosion; Galvanic anode; Anode; Zinc; Term (time); Materials science; Reinforcement; Metallurgy; Cathodic protection; Composite material; Electrode; Chemistry; Physics","score_opus":0.009846761175402731,"score_gpt":0.22671056940013035,"score_spread":0.21686380822472762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W75193868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95021623,0.00002022213,0.047361694,0.000008700086,0.00045178217,0.00030861815,0.000012855346,0.00005867977,0.001561207],"genre_scores_gemma":[0.9994302,0.000014819292,0.0003610655,0.000015470789,0.00003417292,0.000016167556,0.000007476891,0.000009702097,0.00011091662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993827,0.000003931114,0.00030196554,0.00008405174,0.00010302075,0.00012437244],"domain_scores_gemma":[0.9995323,0.00006780786,0.00004301714,0.00021656555,0.00009830522,0.00004205153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015311156,0.00008654005,0.00018609766,0.000036165475,0.000023092134,0.000004434074,0.000096020674,0.00006422282,0.0002972719],"category_scores_gemma":[0.00003277443,0.00007346458,0.00007395476,0.000045491444,0.000045691795,0.00006496997,0.000013630442,0.00007107319,0.0000031176705],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014626558,0.000011218141,0.044728544,0.0002832012,0.0000033544356,6.777589e-8,0.000056426383,0.0013511383,0.94557804,0.00041781628,0.00009174345,0.0073321783],"study_design_scores_gemma":[0.0009928148,0.00018502124,0.028821154,0.000026615377,0.000017545763,6.540138e-7,0.000012207022,0.32324916,0.6462888,0.0000066702,0.00028280026,0.00011652724],"about_ca_topic_score_codex":0.0000051830525,"about_ca_topic_score_gemma":0.000041585397,"teacher_disagreement_score":0.321898,"about_ca_system_score_codex":0.000010115982,"about_ca_system_score_gemma":0.000014980904,"threshold_uncertainty_score":0.3254919},"labels":[],"label_agreement":null},{"id":"W772106541","doi":"","title":"Long-life Fluoropolymer Resins for Bridge Coatings","year":2006,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Fluoropolymer; Materials science; Durability; Corrosion; Composite material; Polymer","score_opus":0.017710461548649227,"score_gpt":0.26329878080367797,"score_spread":0.24558831925502875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W772106541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96390694,0.00061424635,0.0112009,0.0074717104,0.00036242427,0.000466537,0.0013807382,0.00032354347,0.014272928],"genre_scores_gemma":[0.998213,0.000050924005,0.00024886033,0.0008575166,0.00027116804,0.000034692206,0.00012348242,0.000018693356,0.00018164996],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99869716,0.00002760181,0.0003634187,0.000226227,0.0001322601,0.00055330235],"domain_scores_gemma":[0.99924976,0.00012216376,0.000039449416,0.0002449114,0.000099609126,0.00024410324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013565925,0.00018152002,0.00020396373,0.00016898169,0.00012903921,0.00015088852,0.00013663723,0.00011094595,0.000024086345],"category_scores_gemma":[0.00041658105,0.00020634703,0.00007199599,0.0003590954,0.00017732484,0.00017805192,0.00005011075,0.00008754422,0.000008790872],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000069369084,0.000045965302,0.12137113,0.00011856909,0.000012384645,0.0000019950146,0.00009704492,0.00022245635,0.000094953495,0.85341287,0.021512931,0.0031027854],"study_design_scores_gemma":[0.0021124324,0.000049440347,0.8699812,0.000030784868,0.000028327799,0.000027868173,0.00020821489,0.045992874,0.00030739728,0.014938215,0.065688774,0.0006344351],"about_ca_topic_score_codex":0.012473771,"about_ca_topic_score_gemma":0.0012609062,"teacher_disagreement_score":0.83847463,"about_ca_system_score_codex":0.00033913302,"about_ca_system_score_gemma":0.00027779434,"threshold_uncertainty_score":0.99410224},"labels":[],"label_agreement":null},{"id":"W781167650","doi":"","title":"GFRP Rebar Replaces Steel in Parking Garage","year":2013,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rebar; Corrosion; Forensic engineering; Engineering; Civil engineering; Slab; Reinforced concrete; Structural engineering; Materials science; Composite material","score_opus":0.006521646466731182,"score_gpt":0.17917691584911555,"score_spread":0.17265526938238437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W781167650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92064965,0.00010978395,0.00034547702,0.00010220097,0.00015066472,0.00013209377,4.3407775e-7,0.00028555607,0.07822413],"genre_scores_gemma":[0.9983127,0.00002358345,0.00041061288,0.000089051886,0.00001898729,0.00001929111,0.000001032832,0.000010032905,0.0011146922],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994748,0.000015944874,0.00016217955,0.00012298136,0.0000675014,0.00015659216],"domain_scores_gemma":[0.9996431,0.000057037418,0.0000075107387,0.00022835177,0.000013017188,0.000050992185],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001257872,0.00007545647,0.00009844817,0.00003985689,0.00001415578,0.000030522482,0.000074785086,0.000043803764,0.0025143076],"category_scores_gemma":[0.00004320446,0.00006586634,0.000026095391,0.00009441446,0.000011086857,0.000121857964,0.000024202865,0.00009712531,0.00031255477],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004375864,0.000080499725,0.25358054,0.0005553881,0.00003014833,0.00005182644,0.003929814,0.010247677,0.45794216,0.0037211531,0.12734619,0.14247085],"study_design_scores_gemma":[0.0014370099,0.000065970635,0.3731824,0.00013119081,0.000008376838,0.0000142632725,0.0017652363,0.48430684,0.04455858,0.0013367151,0.092127874,0.0010655356],"about_ca_topic_score_codex":0.00009821152,"about_ca_topic_score_gemma":0.00011977289,"teacher_disagreement_score":0.47405916,"about_ca_system_score_codex":0.000032908374,"about_ca_system_score_gemma":0.0000042251377,"threshold_uncertainty_score":0.9983975},"labels":[],"label_agreement":null},{"id":"W78710397","doi":"","title":"Development of Concrete Link Slabs to Eliminate Bridge Expansion Joints Over Piers","year":2008,"lang":"en","type":"article","venue":"","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Expansion joint; Girder; Slab; Structural engineering; Deck; Engineering; Durability; Joint (building); Bridge (graph theory); Forensic engineering; Materials science; Composite material","score_opus":0.028337502566215145,"score_gpt":0.23489290466090387,"score_spread":0.20655540209468873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W78710397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9866051,0.000037626534,0.008097022,0.00005145636,0.00024585862,0.00016255338,0.000003967337,0.00020420557,0.0045922133],"genre_scores_gemma":[0.987379,0.000026318501,0.011963304,0.00016784616,0.00002203429,0.000009461961,0.000005040328,0.000018782765,0.0004082222],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990714,0.000011062885,0.0003408443,0.00017514684,0.00019480343,0.00020671957],"domain_scores_gemma":[0.9994721,0.000033349294,0.00002058574,0.00025312716,0.000059737104,0.00016109773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013019386,0.00013693333,0.00020365062,0.00007512025,0.000052455194,0.000005545837,0.000103093524,0.00006460775,0.0005563066],"category_scores_gemma":[0.00004469826,0.00012749391,0.000054070064,0.00015410654,0.000029094894,0.00006324368,0.00006571398,0.00008677379,0.00014435616],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059126894,0.000002962245,0.0018468333,0.00012298884,0.000020208006,0.000013955174,0.0062984466,0.00014746029,0.94443345,0.000095171315,0.008240733,0.038718686],"study_design_scores_gemma":[0.00070398854,0.000050916933,0.15124926,0.000070495924,0.0000074113814,0.00001066569,0.00012248423,0.005902798,0.80398023,0.000009123196,0.0374521,0.00044050592],"about_ca_topic_score_codex":0.000015136486,"about_ca_topic_score_gemma":0.000011825359,"teacher_disagreement_score":0.14940244,"about_ca_system_score_codex":0.000073087824,"about_ca_system_score_gemma":0.000047506954,"threshold_uncertainty_score":0.60911673},"labels":[],"label_agreement":null},{"id":"W795090459","doi":"","title":"A Better \"Look\" Inside Steel Bridges","year":2006,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Nondestructive testing; Engineering; Computer science; Forensic engineering; Structural engineering; Reliability engineering","score_opus":0.01268117412327448,"score_gpt":0.23905819713042573,"score_spread":0.22637702300715123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W795090459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9640586,0.00028850432,0.00064988766,0.005897572,0.00021623597,0.00016756504,0.0003499418,0.00023403385,0.028137673],"genre_scores_gemma":[0.998025,0.00007051099,0.0001504781,0.0012256543,0.0002934101,0.000016201628,0.000056926692,0.000015267038,0.00014654009],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99869865,0.00004035456,0.0003382447,0.00022669091,0.00015748579,0.0005385981],"domain_scores_gemma":[0.99934375,0.00007617482,0.000030333664,0.00028555634,0.00007033296,0.00019387335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010934985,0.00019348878,0.00020025035,0.00021036326,0.00008809876,0.00016857682,0.00014029212,0.00011141545,0.000034411296],"category_scores_gemma":[0.00014610494,0.00021485251,0.000060262584,0.00038224412,0.00017412075,0.00022151638,0.00007697293,0.00012945294,0.000026411373],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028450793,0.000049012047,0.32795748,0.00007372944,0.000015526328,0.000009162329,0.00011359459,0.00043155137,0.00012025329,0.65297556,0.0107231075,0.007528194],"study_design_scores_gemma":[0.00086024666,0.000018257555,0.8925939,0.000019385463,0.000012465933,0.0000400491,0.00022784289,0.022540033,0.0001328386,0.014234825,0.06893292,0.0003872396],"about_ca_topic_score_codex":0.012388548,"about_ca_topic_score_gemma":0.0014299221,"teacher_disagreement_score":0.6387407,"about_ca_system_score_codex":0.00042900557,"about_ca_system_score_gemma":0.00017756099,"threshold_uncertainty_score":0.9941881},"labels":[],"label_agreement":null},{"id":"W800369984","doi":"","title":"BUILT TO LAST: THE CONFEDERATION BRIDGE, CANADA","year":2002,"lang":"en","type":"article","venue":"CONCRETE","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Girder; Engineering; Rope; Shield; Forensic engineering; Geology; Structural engineering","score_opus":0.02104171683787591,"score_gpt":0.20011810030248076,"score_spread":0.17907638346460486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W800369984","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96418107,0.0002725856,0.0016410716,0.002412372,0.00095520186,0.00027854263,0.00002349939,0.00022418464,0.030011477],"genre_scores_gemma":[0.9976641,0.000011893759,0.000029802784,0.0015470579,0.000099402234,0.000017701797,0.0000033351926,0.00001340548,0.00061329873],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994076,0.00002173544,0.00013995224,0.00011935804,0.00013468016,0.00017666353],"domain_scores_gemma":[0.9994717,0.000086861386,0.000010434703,0.00027967343,0.000042468353,0.00010882989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007248851,0.00009764029,0.00009842271,0.000013178092,0.00009739869,0.00005509723,0.00013228996,0.000030218804,0.0007630908],"category_scores_gemma":[0.00008971418,0.00007797844,0.00002748827,0.000066719185,0.000017893459,0.000040858606,0.000025557849,0.00010402449,0.00013901101],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012367475,9.67568e-7,0.0022107898,0.00005361617,0.000028823146,0.000023391043,0.0010799672,0.001986221,0.056249302,0.0020207923,0.9090168,0.02731696],"study_design_scores_gemma":[0.00028441902,0.000025818515,0.008381015,0.000014804699,0.000010140689,0.000011449903,0.00006164995,0.09371768,0.01294713,0.000013894399,0.8842419,0.0002900928],"about_ca_topic_score_codex":0.022517921,"about_ca_topic_score_gemma":0.18760677,"teacher_disagreement_score":0.16508885,"about_ca_system_score_codex":0.00008342604,"about_ca_system_score_gemma":0.000028261582,"threshold_uncertainty_score":0.9839912},"labels":[],"label_agreement":null},{"id":"W832047588","doi":"","title":"Reliability-based Life Cycle Design of Resilient Highway Bridges","year":2014,"lang":"fr","type":"article","venue":"Transportation 2014: Past, Present, Future - 2014 Conference and Exhibition of the Transportation Association of Canada // Transport 2014 : Du passé vers l'avenir - 2014 Congrès et Exposition de 'Association des transports du Canada","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Engineering; Transport engineering; Reliability (semiconductor); Vulnerability (computing); Resilience (materials science); Service life; Computer science; Reliability engineering; Computer security","score_opus":0.0062911528769780175,"score_gpt":0.18967524714378445,"score_spread":0.18338409426680644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W832047588","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82466745,0.0011112058,0.12735847,0.027354712,0.004492406,0.0026758346,0.011610424,0.00021630102,0.0005132148],"genre_scores_gemma":[0.9912323,0.0028354714,0.0011341118,0.0006739238,0.00045322508,0.0001424735,0.002835295,0.00013216675,0.00056108495],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9898874,0.0013252528,0.003529175,0.0010968086,0.0029540036,0.0012073552],"domain_scores_gemma":[0.9900682,0.0012937515,0.0035896888,0.0008754332,0.0033332144,0.0008397114],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.003237281,0.0010751743,0.0017797041,0.0003009606,0.00051975856,0.00007880631,0.00063725817,0.0010069197,0.001557126],"category_scores_gemma":[0.0001718855,0.0011646287,0.00074393296,0.00056585675,0.00041559772,0.001101314,0.000006422464,0.0008928517,0.00000444584],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011994145,0.0005157712,0.44638437,0.0035746305,0.00069395406,0.00002302355,0.004888602,0.39201295,0.0052424422,0.006185921,0.1384162,0.00086268695],"study_design_scores_gemma":[0.0056005926,0.00033636566,0.91581213,0.0008216693,0.0017497741,0.000003357454,0.00095758244,0.015139258,0.013273628,0.00060934754,0.04430757,0.001388695],"about_ca_topic_score_codex":0.58398855,"about_ca_topic_score_gemma":0.92171705,"teacher_disagreement_score":0.46942776,"about_ca_system_score_codex":0.002949648,"about_ca_system_score_gemma":0.006648489,"threshold_uncertainty_score":0.9993556},"labels":[],"label_agreement":null},{"id":"W857075349","doi":"","title":"Galvanic Corrosion Protection Systems for Concrete Bridges","year":2005,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Corrosion; Cathodic protection; Galvanic anode; Bridge deck; Galvanic corrosion; Galvanic cell; Corrosion prevention; Engineering; Forensic engineering; Service life; Deck; Materials science; Metallurgy; Structural engineering; Anode; Reliability engineering","score_opus":0.021793899898664974,"score_gpt":0.2585567427227268,"score_spread":0.2367628428240618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W857075349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9455613,0.0017063451,0.03505201,0.007988932,0.0010853771,0.0017989654,0.0012163017,0.0006168395,0.004973935],"genre_scores_gemma":[0.9984797,0.0003110931,0.00012362516,0.00032733736,0.00042950598,0.00013003935,0.000054096425,0.000018715531,0.00012586795],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998677,0.00004727863,0.00037508673,0.0002477208,0.0001435644,0.0005093044],"domain_scores_gemma":[0.9992476,0.00008533447,0.00005042769,0.00024633313,0.00013308637,0.00023722206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021627017,0.00019398631,0.00022529002,0.00018246529,0.00013826009,0.00018917245,0.00012583843,0.00014171773,0.000011421513],"category_scores_gemma":[0.00036158448,0.00021374485,0.00006777409,0.0002989496,0.00010958428,0.0002796498,0.000044026383,0.00011616223,0.0000149172465],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034977205,0.00003742629,0.019651668,0.00060815626,0.000034451365,0.0000018919042,0.0004841776,0.00572908,0.0012983335,0.9326434,0.010559999,0.028916424],"study_design_scores_gemma":[0.001656504,0.00008288751,0.025767822,0.000060263348,0.00002232195,0.00005888563,0.00048694856,0.7670554,0.00028186786,0.0011453077,0.20289645,0.00048535343],"about_ca_topic_score_codex":0.0028055354,"about_ca_topic_score_gemma":0.00020424089,"teacher_disagreement_score":0.9314981,"about_ca_system_score_codex":0.00077158056,"about_ca_system_score_gemma":0.00018344645,"threshold_uncertainty_score":0.8716262},"labels":[],"label_agreement":null},{"id":"W97819765","doi":"10.14359/51663968","title":"Suitability of Various Measurement Techniques for Assessing Corrosion in Cracked Concrete","year":2010,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corrosion; Forensic engineering; Materials science; Computer science; Engineering; Composite material","score_opus":0.024084145606727916,"score_gpt":0.26897246440683154,"score_spread":0.24488831880010362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W97819765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9860707,0.00003889636,0.0116423415,0.000047541685,0.0016390189,0.00033145462,0.000020970656,0.000093500945,0.000115597824],"genre_scores_gemma":[0.9942477,0.000019197309,0.005532917,0.000018921755,0.00012966723,0.000024285342,0.0000032691287,0.000021911555,0.0000021733563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858385,0.0001034737,0.000682604,0.00013839599,0.00024919384,0.00024246337],"domain_scores_gemma":[0.99912834,0.000117749376,0.00013991974,0.00023732426,0.0002917476,0.0000849245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036793142,0.00014649809,0.0003529577,0.00009104063,0.00006555246,0.00012284583,0.00016954626,0.0001389112,0.0003038971],"category_scores_gemma":[0.0007312004,0.00012974662,0.000073857365,0.00007367415,0.000052681287,0.00024389892,0.000034117915,0.0002466771,0.0000017525327],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054753134,0.000006384081,0.0015801366,0.00011073807,0.0000024542792,0.0000016790482,0.00011123366,0.0000051702664,0.9952332,0.00003573018,0.00010062224,0.0027579353],"study_design_scores_gemma":[0.00045942786,0.00004463282,0.0075725866,0.000089948466,0.000012440871,0.00003808409,0.000046094905,0.00032945833,0.9897238,0.00083060167,0.00070526625,0.00014765629],"about_ca_topic_score_codex":0.000014142331,"about_ca_topic_score_gemma":0.000034060926,"teacher_disagreement_score":0.00817698,"about_ca_system_score_codex":0.00010771304,"about_ca_system_score_gemma":0.000069964764,"threshold_uncertainty_score":0.52909136},"labels":[],"label_agreement":null}]}