{"meta":{"query_hash":"fd4ae2978d7d","filters":{"topic":"Innovations in Concrete and Construction Materials"},"cohort_total":578,"direct_labels_cover":0,"predictions_cover":578,"exported":578,"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/fd4ae2978d7d","api":"https://metacan.xera.ac/api/v1/cohort?topic=Innovations+in+Concrete+and+Construction+Materials"},"results":[{"id":"W101035008","doi":"10.1007/978-1-4757-4221-3_1","title":"Porous Media Fundamentals","year":2004,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Ontario Tech University","funders":"","keywords":"Porous medium; Porosity; Characterisation of pore space in soil; Void (composites); The Void; Materials science; Composite material; Physics","score_opus":0.015373327556770478,"score_gpt":0.203020727081417,"score_spread":0.1876473995246465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W101035008","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00207426,0.027731419,0.050014876,0.00144302,0.0018353134,0.000038327216,0.00019264151,0.00044884245,0.9162214],"genre_scores_gemma":[0.02355629,0.018165203,0.011667361,0.0004250251,0.00067125016,0.000059326576,0.0002012374,0.00016097656,0.94509333],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99986434,0.000011201594,0.0000038272783,0.00002391732,0.00008221294,0.000014458745],"domain_scores_gemma":[0.9999261,0.000021848502,0.000004294129,0.000012866544,0.000025571688,0.00000923442],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014139598,0.0007718042,0.0004776824,0.0009748659,0.0006200638,0.0016190552,0.0006608882,0.0007476556,0.026858175],"category_scores_gemma":[0.0003385815,0.00035013305,0.00024293804,0.00092747115,0.0009710782,0.0019367444,0.00096076325,0.0013793068,0.009801071],"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":[0.000018156463,0.00006201612,0.0000761471,0.0002915072,0.0000068870722,0.0001372606,0.00024147284,0.0022414296,0.0050245035,0.60336334,0.15089104,0.23764631],"study_design_scores_gemma":[0.0000029021958,0.000011656908,0.00015211226,0.00009107056,0.0000049548803,0.00019929862,0.000055118424,0.0016388496,0.0026534873,0.09331993,0.9018615,0.000009070621],"about_ca_topic_score_codex":0.0012695349,"about_ca_topic_score_gemma":0.0022248377,"teacher_disagreement_score":0.026858175,"about_ca_system_score_codex":0.0007950883,"about_ca_system_score_gemma":0.0007660777,"threshold_uncertainty_score":0.08984959},"labels":[],"label_agreement":null},{"id":"W1271790556","doi":"10.5703/1288284315784","title":"ConX Space Frame System","year":2012,"lang":"en","type":"report","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Space frame; Frame (networking); Structural system; Quarter (Canadian coin); Space (punctuation); Steel frame; Key (lock); Work (physics); Structural engineering; Composite number; Architectural engineering; Engineering; Frame work; Civil engineering; Computer science; Mechanical engineering; Geography; Algorithm; Operating system; Archaeology","score_opus":0.035979338365372454,"score_gpt":0.24768088644651082,"score_spread":0.21170154808113836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1271790556","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009027373,0.00028864612,0.01422378,0.00036182604,0.0005651751,0.00045620886,0.0087264925,0.006499296,0.9598512],"genre_scores_gemma":[0.09153298,0.00035093227,0.010890214,0.00024298356,0.00018018748,0.00047026612,0.028026124,0.0013776778,0.8669286],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985837,0.000111698006,0.00003994587,0.00015756392,0.0009175519,0.00018951682],"domain_scores_gemma":[0.9987802,0.000058765778,0.00005816849,0.00030071597,0.0006496066,0.00015243991],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00087427726,0.0009317873,0.0005936541,0.0015407996,0.0021757693,0.0018479237,0.0015368485,0.0009519917,0.3649634],"category_scores_gemma":[0.0012343563,0.00028870825,0.0002115426,0.0013508655,0.0005203531,0.0013675739,0.0022205242,0.0008279418,0.17237876],"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":[0.00047996646,0.00019551616,0.0018930568,0.00018469572,0.000006462623,0.00022749981,0.00025343001,0.0015445795,0.010568249,0.04195254,0.66267574,0.28001824],"study_design_scores_gemma":[0.00002629427,0.00009878324,0.0011320511,0.000024035731,0.0000025825327,0.00015319267,0.000073980715,0.00086415914,0.0031307188,0.00081079034,0.9936737,0.000009675178],"about_ca_topic_score_codex":0.008599349,"about_ca_topic_score_gemma":0.011744827,"teacher_disagreement_score":0.3649634,"about_ca_system_score_codex":0.0012875232,"about_ca_system_score_gemma":0.0025357928,"threshold_uncertainty_score":0.9058026},"labels":[],"label_agreement":null},{"id":"W128250983","doi":"10.14264/346050","title":"The viability of Reactive Powder Concrete as a future large scale Construction material","year":2002,"lang":"en","type":"dissertation","venue":"The University of Queensland","topic":"Innovations in Concrete and Construction Materials","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); Construction engineering; Scale (ratio); Engineering; Civil engineering; Forensic engineering; Architectural engineering; Computer science; Geography; Cartography","score_opus":0.0036311388297098324,"score_gpt":0.1832206943477811,"score_spread":0.17958955551807126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W128250983","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11989231,0.5532786,0.063516065,0.008298846,0.0011355667,0.00027662606,0.00018761,0.00020354628,0.2532108],"genre_scores_gemma":[0.47785524,0.34147793,0.080290385,0.001590924,0.000683289,0.00023877632,0.00025018532,0.00011614866,0.097497165],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998406,0.0003889966,0.00007677605,0.00016622055,0.0009019153,0.000060113663],"domain_scores_gemma":[0.9980305,0.0011439462,0.0001658044,0.00007511582,0.00053656014,0.000047990205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023847383,0.00027192172,0.00030034134,0.00096928264,0.000467687,0.0024782643,0.0005742449,0.0011112742,0.0052352995],"category_scores_gemma":[0.001997263,0.00018686343,0.0002889302,0.00078521535,0.0005914341,0.0021390782,0.00050847314,0.00058596395,0.0017307238],"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":[0.00014012335,0.0001809111,0.0018921001,0.006783928,0.00003973851,0.0009147335,0.0009802812,0.002404515,0.046060875,0.07091104,0.005480853,0.86421084],"study_design_scores_gemma":[0.000022483444,0.0011859406,0.0048650997,0.002567241,0.0001489468,0.0025100952,0.0020780934,0.0012038241,0.059766967,0.012393232,0.9132052,0.000052861833],"about_ca_topic_score_codex":0.00082458544,"about_ca_topic_score_gemma":0.0026679453,"teacher_disagreement_score":0.0052352995,"about_ca_system_score_codex":0.0010756985,"about_ca_system_score_gemma":0.0016706787,"threshold_uncertainty_score":0.017513752},"labels":[],"label_agreement":null},{"id":"W13522971","doi":"10.22260/isarc2013/0143","title":"Design of Teach Pendant for Robot Glazing System","year":2013,"lang":"en","type":"article","venue":"Proceedings of the ... ISARC","topic":"Innovations in Concrete and Construction Materials","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":"Glazing; Robot; Engineering; Computer science; Simulation; Architectural engineering; Artificial intelligence; Civil engineering","score_opus":0.0159361976105848,"score_gpt":0.20272188196088511,"score_spread":0.18678568435030032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W13522971","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.071058564,0.00033117516,0.90941614,0.00019768582,0.00014455215,0.0011387323,0.00022224826,0.0041887946,0.013302203],"genre_scores_gemma":[0.5425434,0.0002870392,0.43917054,0.00011441965,0.000030383693,0.0009306432,0.00039157146,0.00026734296,0.016264623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995123,0.00009199775,0.000034204444,0.000111933965,0.0001930349,0.000056558885],"domain_scores_gemma":[0.9996929,0.000051482057,0.00004243207,0.000031373016,0.00015191798,0.000029849338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005042283,0.00075042015,0.0004663408,0.00048959523,0.0004051159,0.00053465593,0.0010696688,0.0007115039,0.0072231553],"category_scores_gemma":[0.00051829877,0.00039146532,0.0004059788,0.00013766972,0.00024147464,0.00035835788,0.00034704708,0.00030184034,0.0016538862],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00074620516,0.00035185617,0.0047762915,0.002000634,0.00010004535,0.0015593263,0.0010991758,0.078217596,0.6228497,0.00795286,0.008480502,0.2718658],"study_design_scores_gemma":[0.00046455782,0.004757349,0.015925739,0.00020572414,0.00030098466,0.002483301,0.00066788495,0.4498497,0.34141856,0.0018642806,0.18186428,0.00019765372],"about_ca_topic_score_codex":0.0014550213,"about_ca_topic_score_gemma":0.0016877828,"teacher_disagreement_score":0.0072231553,"about_ca_system_score_codex":0.00033809335,"about_ca_system_score_gemma":0.00075729686,"threshold_uncertainty_score":0.024163902},"labels":[],"label_agreement":null},{"id":"W1484846072","doi":"10.1520/cca10483j","title":"Chemical Admixtures for Concrete","year":2001,"lang":"en","type":"article","venue":"Cement Concrete and Aggregates","topic":"Innovations in Concrete and Construction Materials","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 Calgary","funders":"","keywords":"Environmental science; Forensic engineering; Architectural engineering; Engineering","score_opus":0.011966755907251107,"score_gpt":0.2242640773595112,"score_spread":0.2122973214522601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1484846072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7300629,0.036812514,0.06641812,0.0022116436,0.0011886597,0.00033991117,0.00038904054,0.00068173005,0.16189559],"genre_scores_gemma":[0.91739607,0.011387522,0.013799379,0.00019889059,0.00017322763,0.00006083536,0.00014784622,0.000062322884,0.05677395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999819,0.000035343477,0.000008280228,0.0000315963,0.00007440503,0.00003153934],"domain_scores_gemma":[0.99989545,0.000025595278,0.000021070813,0.000019616833,0.000024058803,0.000014160556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036876433,0.00042547839,0.00025377888,0.0005021002,0.00061316264,0.00052323675,0.0005111519,0.00058217184,0.007416172],"category_scores_gemma":[0.00044963788,0.00026910688,0.00028731063,0.00025675393,0.00040953484,0.00083980116,0.00091812183,0.0008741786,0.0012643539],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008446533,0.00034270601,0.0007509759,0.00085979514,0.00004491534,0.0004678644,0.00014140648,0.009292472,0.80920374,0.08264218,0.0036989986,0.09171022],"study_design_scores_gemma":[0.000034497876,0.00038843957,0.0006412506,0.00003093505,0.000033216078,0.0002037687,0.00004014212,0.00372619,0.9355978,0.0029116387,0.056377113,0.000015066537],"about_ca_topic_score_codex":0.000975996,"about_ca_topic_score_gemma":0.0020797274,"teacher_disagreement_score":0.007416172,"about_ca_system_score_codex":0.0007034047,"about_ca_system_score_gemma":0.00037419764,"threshold_uncertainty_score":0.02480954},"labels":[],"label_agreement":null},{"id":"W1499900932","doi":"","title":"Programmation Orientee Objet de la Methode des Elements Finis Appliquee a L'etude de Multicouches Poroelastiques","year":2000,"lang":"fr","type":"article","venue":"Canadian acoustics","topic":"Innovations in Concrete and Construction Materials","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":"Computer science; Physics","score_opus":0.010781499348103789,"score_gpt":0.2651171666315299,"score_spread":0.2543356672834261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1499900932","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032322112,0.00008364958,0.96345764,0.00007612583,0.000047377085,0.000060026912,0.000040311425,0.0012869795,0.0026257613],"genre_scores_gemma":[0.23166703,0.0003196365,0.7525671,0.000112005386,0.000055285385,0.0004179249,0.0002224534,0.00085822697,0.013780363],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922395,0.00017611773,0.00002393809,0.00018358514,0.00033694418,0.000055453274],"domain_scores_gemma":[0.9988399,0.000828804,0.00003886021,0.00009691321,0.00015864697,0.00003696585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001022638,0.0011593981,0.00073706184,0.0004258004,0.00062415225,0.0016461452,0.0009590453,0.0014377198,0.0057676244],"category_scores_gemma":[0.0022894682,0.00056687515,0.0009229788,0.00035463864,0.0011392864,0.0006740472,0.00072312163,0.0021038083,0.0014250204],"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":[0.0009802999,0.00045400317,0.0030392827,0.000643042,0.00017049874,0.00040230068,0.0013982675,0.24246725,0.18154602,0.040702287,0.0019679694,0.5262287],"study_design_scores_gemma":[0.00030105715,0.00026317866,0.0027779331,0.000064032174,0.000049109593,0.00021761442,0.00021247528,0.8847387,0.07915201,0.0053358953,0.02683902,0.000049011247],"about_ca_topic_score_codex":0.012181124,"about_ca_topic_score_gemma":0.009962449,"teacher_disagreement_score":0.012181124,"about_ca_system_score_codex":0.0007503433,"about_ca_system_score_gemma":0.0009109605,"threshold_uncertainty_score":0.024220467},"labels":[],"label_agreement":null},{"id":"W1502317187","doi":"10.1002/3527606211.ch2","title":"Mechanisms Governing the Behavior of Fresh Shotcrete: Placement and Stability","year":2000,"lang":"en","type":"other","venue":"","topic":"Innovations in Concrete and Construction Materials","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; University of British Columbia","funders":"","keywords":"Shotcrete; Stability (learning theory); Geotechnical engineering; Geology; Computer science; Machine learning","score_opus":0.010841755092913113,"score_gpt":0.21118177028432714,"score_spread":0.20034001519141403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1502317187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87175846,0.0018435122,0.051519975,0.00061188947,0.00014430852,0.00008876798,0.00020176801,0.0007727853,0.07305847],"genre_scores_gemma":[0.97801846,0.00044626603,0.0028417218,0.000028031596,0.000008971158,0.00001347667,0.00008529816,0.00004092912,0.018516831],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998518,0.000008051471,0.0000038571598,0.000035238685,0.00006949092,0.000031566466],"domain_scores_gemma":[0.9997912,0.000035978097,0.00004322369,0.00002793295,0.000075705124,0.000025979796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019304983,0.00036893028,0.00030337344,0.00051206164,0.00071131677,0.0012232774,0.00096262246,0.0008060076,0.008603261],"category_scores_gemma":[0.0006872942,0.00034440277,0.00017134185,0.0002520579,0.0011795819,0.00077683985,0.0006945689,0.00039542737,0.0012970472],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039579024,0.0001400296,0.0047315126,0.00030398328,0.000034964225,0.00058935495,0.00070242933,0.03766654,0.7465662,0.1206116,0.0038702686,0.084387355],"study_design_scores_gemma":[0.00015432337,0.00044864643,0.042563617,0.00007390019,0.00008085546,0.0011386175,0.0013699931,0.2372512,0.613216,0.061152752,0.04240703,0.00014306784],"about_ca_topic_score_codex":0.006116357,"about_ca_topic_score_gemma":0.007911706,"teacher_disagreement_score":0.008603261,"about_ca_system_score_codex":0.0011080818,"about_ca_system_score_gemma":0.0010453644,"threshold_uncertainty_score":0.028780818},"labels":[],"label_agreement":null},{"id":"W1503356194","doi":"10.1007/s00107-009-0351-z","title":"The investigation of basic processes of rapidly hardening wood-cement-water mixture with CO2","year":2009,"lang":"en","type":"article","venue":"European Journal of Wood and Wood Products","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":5,"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","keywords":"Cement; Hardening (computing); Materials science; Waste management; Environmental science; Pulp and paper industry; Composite material; Engineering","score_opus":0.009074911195527183,"score_gpt":0.18375153149500123,"score_spread":0.17467662029947406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1503356194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899273,0.0017314588,0.0046776864,0.000045452278,0.000030687137,0.000054443524,0.00009589707,0.000051097326,0.003386038],"genre_scores_gemma":[0.99693704,0.00056493515,0.0010312118,0.000012658805,0.000007746611,0.000016434695,0.000051110725,0.0000097477705,0.0013691682],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985385,0.000015197599,0.0000049113196,0.000034394336,0.00005543465,0.000036201283],"domain_scores_gemma":[0.9998888,0.000051929812,0.0000173925,0.000012906091,0.00001887913,0.000010117719],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017075519,0.00038359995,0.00026431697,0.00019211828,0.00023270237,0.00022067894,0.0003068773,0.0003824016,0.0013227452],"category_scores_gemma":[0.00029104383,0.00020087273,0.00020393093,0.00023220279,0.00032260007,0.00061397784,0.00015851087,0.00049323816,0.0001998057],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002980971,0.00003814995,0.00028711875,0.00015362981,0.0000054098737,0.00007792533,0.000043166314,0.0002614615,0.99603325,0.00041456046,0.000038411188,0.0023487927],"study_design_scores_gemma":[0.000006587459,0.00011963568,0.0014442115,0.0000017333404,0.0000056468602,0.00005133287,0.00002441179,0.00092454,0.99674463,0.00004437823,0.00062904874,0.0000038480675],"about_ca_topic_score_codex":0.00087696215,"about_ca_topic_score_gemma":0.00074691355,"teacher_disagreement_score":0.0013227452,"about_ca_system_score_codex":0.00018491957,"about_ca_system_score_gemma":0.00025251947,"threshold_uncertainty_score":0.004425049},"labels":[],"label_agreement":null},{"id":"W1506813326","doi":"10.1007/978-1-4614-4262-2_17","title":"Cement, Ceramics, and Composites","year":2012,"lang":"en","type":"book-chapter","venue":"Applied Chemistry","topic":"Innovations in Concrete and Construction Materials","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 Manitoba","funders":"","keywords":"Portland cement; Cement; Aggregate (composite); Tonne; Materials science; Composite material; Engineering; Waste management","score_opus":0.007276668644119869,"score_gpt":0.16931674316723958,"score_spread":0.1620400745231197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1506813326","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007522077,0.110897906,0.0039702444,0.0012874114,0.0026877623,0.000038531492,0.000113771464,0.00015121425,0.8801009],"genre_scores_gemma":[0.0039486387,0.04748001,0.002509072,0.0005872576,0.0007350047,0.000038616145,0.000100626916,0.00010837728,0.94449246],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997999,0.000014708981,0.00000665342,0.000029297365,0.00013412152,0.000015374668],"domain_scores_gemma":[0.99992096,0.000029902481,0.0000047869203,0.000008787381,0.00002380133,0.000011718045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017813011,0.0011272045,0.00050478923,0.001508621,0.0009951816,0.0021835964,0.00069818844,0.00089390925,0.034870118],"category_scores_gemma":[0.000378447,0.0003359695,0.00029312205,0.001703521,0.0011726655,0.0021539673,0.00088705367,0.0023371852,0.01692501],"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":[0.000027641763,0.00011275984,0.00009519847,0.0007310653,0.0000065642353,0.000095119874,0.00056387874,0.00057299127,0.0027660895,0.267867,0.39829928,0.32886243],"study_design_scores_gemma":[0.000001241729,0.0000051257466,0.00010001381,0.00008978099,0.0000014638093,0.000059020364,0.000059564667,0.000059805036,0.0001945015,0.017940445,0.98148626,0.0000027813742],"about_ca_topic_score_codex":0.0021310668,"about_ca_topic_score_gemma":0.0123434635,"teacher_disagreement_score":0.034870118,"about_ca_system_score_codex":0.00091877254,"about_ca_system_score_gemma":0.0012635641,"threshold_uncertainty_score":0.11665219},"labels":[],"label_agreement":null},{"id":"W1510767594","doi":"","title":"SELF-CONSOLIDATING CONCRETE SOLVES CHALLENGING PLACEMENT PROBLEMS","year":2003,"lang":"en","type":"article","venue":"ACI Concrete International","topic":"Innovations in Concrete and Construction Materials","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":"Self-consolidating concrete; Slump; Column (typography); Composite number; Structural engineering; Materials science; Geotechnical engineering; Engineering; Civil engineering; Composite material; Compressive strength","score_opus":0.012486732160133792,"score_gpt":0.2245483964498653,"score_spread":0.2120616642897315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1510767594","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47932908,0.00053391827,0.49330592,0.00067270285,0.00017879912,0.00023035791,0.00009378357,0.0024133925,0.02324194],"genre_scores_gemma":[0.76798695,0.00029746036,0.21909261,0.00007596854,0.00004208911,0.000043042415,0.00011862854,0.00034666903,0.011996534],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989692,0.00014560495,0.00005831159,0.00015359308,0.0005208172,0.00015244752],"domain_scores_gemma":[0.998723,0.00027584142,0.00027989873,0.00030993047,0.00027371934,0.00013765467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087775214,0.00084524986,0.00040968988,0.0005390068,0.0010296298,0.0007869352,0.001308177,0.0014360066,0.0042362497],"category_scores_gemma":[0.0019186165,0.00064033957,0.00024502163,0.00052604766,0.00091301155,0.001019426,0.0011593611,0.00093052303,0.002251857],"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":[0.00025823366,0.00036492923,0.01334075,0.00071839336,0.0000329863,0.005192357,0.0012410877,0.19369416,0.288155,0.017325353,0.006708157,0.47296867],"study_design_scores_gemma":[0.00018703801,0.003542573,0.027425012,0.00030568326,0.00015954573,0.02073282,0.004869319,0.3997147,0.3336152,0.027815081,0.18142587,0.00020710526],"about_ca_topic_score_codex":0.00427723,"about_ca_topic_score_gemma":0.019199735,"teacher_disagreement_score":0.00427723,"about_ca_system_score_codex":0.00072476605,"about_ca_system_score_gemma":0.0014743058,"threshold_uncertainty_score":0.01417166},"labels":[],"label_agreement":null},{"id":"W1514784648","doi":"10.1002/9781118805558.ch35","title":"Review of Engineering and Construction Factors in Building a Zinc Cellhouse","year":2000,"lang":"en","type":"other","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"SNC-Lavalin (Canada)","funders":"","keywords":"Zinc; Construction engineering; Engineering; Architectural engineering; Computer science; Materials science; Metallurgy","score_opus":0.007046557619431764,"score_gpt":0.20915591445320061,"score_spread":0.20210935683376885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1514784648","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002891432,0.99646413,0.00016129442,0.0003217674,0.00024320821,0.000006524256,0.000027284812,0.0000026106595,0.0024839824],"genre_scores_gemma":[0.0007201477,0.9972888,0.00029553138,0.00014421743,0.00010694469,0.000005129488,0.000034729397,0.0000019380439,0.0014026499],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993782,0.00010545675,0.00007812478,0.00009067267,0.00031043796,0.000037067974],"domain_scores_gemma":[0.99933463,0.00029732304,0.00008548852,0.000012738366,0.00024389324,0.000025878193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00103445,0.00082909653,0.0009204881,0.0032588525,0.0003778466,0.0016100009,0.0010777741,0.00097134936,0.0074418257],"category_scores_gemma":[0.001584725,0.0005296718,0.00046289028,0.007229768,0.00069237774,0.0018934115,0.0005609104,0.0010430396,0.0016628942],"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":[0.00006246776,0.00010621646,0.0005969519,0.030821072,0.00005876278,0.00019136239,0.00015521255,0.00077051413,0.00092795957,0.0075894,0.046220247,0.9124999],"study_design_scores_gemma":[0.000008791993,0.000059087506,0.0042172237,0.009877132,0.00006344613,0.00037627557,0.00024239627,0.000071526374,0.00033410912,0.0008680288,0.98386693,0.000014967456],"about_ca_topic_score_codex":0.018481921,"about_ca_topic_score_gemma":0.05183109,"teacher_disagreement_score":0.018481921,"about_ca_system_score_codex":0.0022027034,"about_ca_system_score_gemma":0.0036025348,"threshold_uncertainty_score":0.036748648},"labels":[],"label_agreement":null},{"id":"W1542357805","doi":"","title":"Bio-Composite Development for Acoustic Barriers","year":2011,"lang":"en","type":"article","venue":"oURspace (University of Regina)","topic":"Innovations in Concrete and Construction Materials","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":"Composite number; Acoustics; Computer science; Physics","score_opus":0.013825056720153004,"score_gpt":0.18211559419893478,"score_spread":0.16829053747878178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1542357805","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7722025,0.0625187,0.109543614,0.0011300248,0.00094329723,0.00049389614,0.0007024545,0.00086499844,0.051600534],"genre_scores_gemma":[0.8887432,0.015313985,0.0684594,0.00052678585,0.000049943428,0.00021212774,0.0004508045,0.0000634665,0.026180308],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998424,0.000023631801,0.000007182563,0.00002841279,0.000066065186,0.000032326727],"domain_scores_gemma":[0.99983287,0.000022712224,0.00003741486,0.000011412943,0.00006484083,0.00003070661],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004033796,0.00045873097,0.00014658691,0.0005647848,0.00026059433,0.00060372264,0.0002738958,0.00068033836,0.0020515106],"category_scores_gemma":[0.00016898694,0.00017544019,0.0002847657,0.0002319479,0.0002096311,0.0003528358,0.00024274911,0.0005468639,0.000768051],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037408565,0.0000607869,0.00011720781,0.00016570491,0.0000072837606,0.00012268568,0.000021545124,0.0004765175,0.98558086,0.00064622,0.00018996985,0.012573784],"study_design_scores_gemma":[0.000010331169,0.00040462034,0.0010975873,0.000031788906,0.000018000876,0.0002948671,0.000035510126,0.0010805409,0.9735063,0.0001627706,0.023346145,0.000011598797],"about_ca_topic_score_codex":0.0010077457,"about_ca_topic_score_gemma":0.0034242056,"teacher_disagreement_score":0.0020515106,"about_ca_system_score_codex":0.0005907904,"about_ca_system_score_gemma":0.00051320967,"threshold_uncertainty_score":0.0068629384},"labels":[],"label_agreement":null},{"id":"W157696785","doi":"10.1007/978-90-481-9664-7_9","title":"Effect of Metakaolin on the Rheology of Self-Consolidating Concrete","year":2010,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Metakaolin; Slump; Rheology; Viscometer; Silica fume; Materials science; Self-consolidating concrete; Viscosity; Composite material; Yield (engineering); Cement; Concrete slump test; Flow (mathematics); Thixotropy; Geotechnical engineering; Mathematics; Geology; Compressive strength","score_opus":0.007152992474012944,"score_gpt":0.21094675139967667,"score_spread":0.20379375892566373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W157696785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937762,0.00091259397,0.00038943763,0.00006470868,0.000049299884,0.0000116532565,0.00006988141,0.000042726693,0.0046835155],"genre_scores_gemma":[0.99785894,0.00037199812,0.00022485892,0.000028443093,0.000008674323,0.000003461237,0.000036129604,0.000022993778,0.0014444685],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998815,0.000020168196,0.0000071005156,0.00002346662,0.00003338045,0.00003434163],"domain_scores_gemma":[0.9997657,0.00012172129,0.000034204273,0.000023740058,0.000022888209,0.00003171452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016235576,0.00023012681,0.0002474654,0.0001942637,0.000250187,0.00050694024,0.0002691292,0.0002443826,0.0032578893],"category_scores_gemma":[0.00045315333,0.00020397235,0.00026129145,0.00021177951,0.0005555795,0.0005014108,0.00032149203,0.00064906164,0.00029107407],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017681584,0.00012592012,0.00041894478,0.00017717376,0.000027600956,0.00016170747,0.00017130298,0.001469075,0.9897311,0.00089073146,0.00016894273,0.0048894174],"study_design_scores_gemma":[0.00004068228,0.00037107986,0.0020973373,0.000011346209,0.000027802578,0.000044372668,0.000055194196,0.0023620182,0.99357057,0.00019356802,0.0012084222,0.000017689981],"about_ca_topic_score_codex":0.00120665,"about_ca_topic_score_gemma":0.0014201062,"teacher_disagreement_score":0.0032578893,"about_ca_system_score_codex":0.00027796737,"about_ca_system_score_gemma":0.00027682746,"threshold_uncertainty_score":0.010898769},"labels":[],"label_agreement":null},{"id":"W1592764977","doi":"10.1002/9780470320303.ch37","title":"Firing Optimization of Clay Bricks","year":2008,"lang":"en","type":"book-chapter","venue":"Ceramic engineering and science proceedings","topic":"Innovations in Concrete and Construction Materials","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":"Geology; Materials science","score_opus":0.008944366239800087,"score_gpt":0.18710694188494637,"score_spread":0.1781625756451463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1592764977","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9095376,0.00087197305,0.076132126,0.000037292968,0.000025478155,0.000025816693,0.00011912464,0.00013275811,0.013117771],"genre_scores_gemma":[0.98985124,0.00031222633,0.0077962475,0.0000052585506,0.000002275753,0.000011228227,0.00007863592,0.00003315709,0.0019097009],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999045,0.000009333898,0.0000040035206,0.00001621681,0.000037093298,0.000028803504],"domain_scores_gemma":[0.99992096,0.000024202283,0.00002266571,0.000006558788,0.00001795918,0.000007648995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020084095,0.00031769107,0.00040190245,0.00031285852,0.0001830223,0.0003655581,0.0002659829,0.00026120103,0.0012880751],"category_scores_gemma":[0.00032498845,0.0002186503,0.00031314438,0.00038166303,0.00022356937,0.00018115397,0.00030975795,0.00028238035,0.00022208516],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000272708,0.000034324014,0.0012825874,0.00022924876,0.000017990576,0.0001728711,0.00009433008,0.39035174,0.57417214,0.0022783142,0.0001867771,0.030906968],"study_design_scores_gemma":[0.000042860287,0.0005738248,0.009074402,0.000047001045,0.00004577979,0.00022765837,0.00019980264,0.4994017,0.48297912,0.0035276532,0.0038418728,0.000038294318],"about_ca_topic_score_codex":0.0010345416,"about_ca_topic_score_gemma":0.0023097214,"teacher_disagreement_score":0.0012880751,"about_ca_system_score_codex":0.00033665416,"about_ca_system_score_gemma":0.00019269141,"threshold_uncertainty_score":0.004309058},"labels":[],"label_agreement":null},{"id":"W1607301166","doi":"10.14288/1.0078758","title":"Self flowing refractory castables : study of the hydraulic bond and ceramic matrix formation","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Refractory (planetary science); Ceramic; Matrix (chemical analysis); Composite material; Ceramic matrix composite; Materials science; Metallurgy","score_opus":0.005225620164504585,"score_gpt":0.16924876824257107,"score_spread":0.16402314807806648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1607301166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964618,0.0014583361,0.0011927182,0.00001230024,0.0000066640705,0.000008733938,0.000055737906,0.000013577419,0.00079013966],"genre_scores_gemma":[0.99757165,0.000562508,0.0010432295,0.0000052097457,0.000006197143,0.000004780513,0.000048367972,0.0000054311213,0.00075266504],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992156,0.000011869961,0.000003489073,0.000019352274,0.000025905963,0.00001792326],"domain_scores_gemma":[0.9998902,0.000034102377,0.000034215285,0.0000066233465,0.000019291505,0.000015528964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014771757,0.00013645974,0.00013026637,0.00024314637,0.000106694795,0.00016453133,0.00015977674,0.0001320858,0.00078917947],"category_scores_gemma":[0.00019234979,0.00005915786,0.0001270629,0.00017095606,0.00015972814,0.00021164185,0.00009244572,0.00033738677,0.00011218092],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053178923,0.00003145976,0.0006773978,0.00006508141,0.0000048029524,0.000048374775,0.000052053954,0.00018790399,0.9960615,0.00018985695,0.00002432079,0.0026040846],"study_design_scores_gemma":[0.0000070763426,0.00041319165,0.016498849,0.000010739522,0.000017114176,0.00016004077,0.00009585898,0.0057888683,0.9751335,0.00006861921,0.0017938722,0.000012370914],"about_ca_topic_score_codex":0.000995231,"about_ca_topic_score_gemma":0.0008526158,"teacher_disagreement_score":0.000995231,"about_ca_system_score_codex":0.00012870695,"about_ca_system_score_gemma":0.00010942675,"threshold_uncertainty_score":0.002640009},"labels":[],"label_agreement":null},{"id":"W1616392138","doi":"10.14359/14459","title":"High-Performance Concrete-A Proven Material with Unfulfilled Potential","year":2005,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":0.0029753636360586783,"score_gpt":0.1648736779161404,"score_spread":0.16189831428008172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1616392138","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46977797,0.012975871,0.12621146,0.0019745065,0.00190103,0.00070869434,0.005015441,0.0037257008,0.37770936],"genre_scores_gemma":[0.8620991,0.0015261233,0.028145028,0.00014530083,0.00008572283,0.00008452285,0.0011144702,0.00021111066,0.1065886],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990466,0.00009688595,0.000058027632,0.00008323322,0.0006626556,0.000052560365],"domain_scores_gemma":[0.9991365,0.0001612585,0.00012532777,0.00017331442,0.000319034,0.00008459585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008488387,0.0004571154,0.00024598412,0.0014033073,0.0006123013,0.0010965567,0.00070468365,0.0008665452,0.02272561],"category_scores_gemma":[0.0011998655,0.00025039056,0.0002902101,0.0009940204,0.0005197929,0.0011985347,0.0007433345,0.0007057028,0.004866828],"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":[0.0010327299,0.00047971398,0.004704622,0.0023125391,0.00004882687,0.00272225,0.0006206226,0.032444485,0.40893266,0.06504361,0.028123576,0.45353428],"study_design_scores_gemma":[0.00015504539,0.0014958946,0.015996264,0.00094326714,0.00012833466,0.0055826297,0.001031781,0.016966306,0.35374302,0.012320065,0.5914861,0.00015134072],"about_ca_topic_score_codex":0.0012772572,"about_ca_topic_score_gemma":0.003323783,"teacher_disagreement_score":0.02272561,"about_ca_system_score_codex":0.000554551,"about_ca_system_score_gemma":0.0011128145,"threshold_uncertainty_score":0.07602477},"labels":[],"label_agreement":null},{"id":"W1619422015","doi":"10.14359/56656","title":"Rheological Control in Production of Engineered Cementitious Composites","year":2009,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":159,"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":"Composite material; Materials science; Rheology; Production (economics)","score_opus":0.006673891926319095,"score_gpt":0.20657269435183742,"score_spread":0.19989880242551833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1619422015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96001947,0.0014911515,0.026422016,0.000111646405,0.000104119696,0.00007510353,0.00018357926,0.0004260068,0.011166824],"genre_scores_gemma":[0.9900407,0.00030532206,0.006033228,0.000019601915,0.000008046236,0.000018628192,0.00006929932,0.000045288903,0.0034597837],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997552,0.00002427781,0.00001926526,0.000036504898,0.00013394516,0.00003074396],"domain_scores_gemma":[0.9998099,0.000036045396,0.0000672261,0.000022848655,0.000048355476,0.00001558051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002456253,0.00025486518,0.00012889657,0.0002788664,0.00018981693,0.00046208416,0.00019739664,0.00014310396,0.0011517956],"category_scores_gemma":[0.00037763754,0.00012691517,0.00014865112,0.0001943886,0.00018892909,0.00028778487,0.00019466998,0.00034800873,0.00028694377],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051428888,0.000033734515,0.000385039,0.00006062324,0.0000031734965,0.00007339625,0.00004503891,0.0020251398,0.9884123,0.00027431396,0.00011258133,0.00852325],"study_design_scores_gemma":[0.0000053723693,0.00017709656,0.0021188147,0.000008930407,0.0000077392215,0.00006080187,0.00004537783,0.0061607184,0.9876916,0.0001069483,0.003609796,0.00000673972],"about_ca_topic_score_codex":0.0003959557,"about_ca_topic_score_gemma":0.0012678945,"teacher_disagreement_score":0.0011517956,"about_ca_system_score_codex":0.00021596589,"about_ca_system_score_gemma":0.000168312,"threshold_uncertainty_score":0.0038531423},"labels":[],"label_agreement":null},{"id":"W1685193781","doi":"10.14288/1.0078777","title":"Reactive processing of ceramic binding systems for refractory castables","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Innovations in Concrete and Construction Materials","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":"Refractory (planetary science); Ceramic; Materials science; Metallurgy; Forensic engineering; Engineering","score_opus":0.009582779220174451,"score_gpt":0.1826037215258716,"score_spread":0.17302094230569715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1685193781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95994544,0.002461276,0.029481433,0.000050297316,0.000070600574,0.00008631737,0.0002588621,0.00031236914,0.0073334193],"genre_scores_gemma":[0.98042333,0.0006943458,0.0128836585,0.000030041962,0.000016015472,0.000040474326,0.0002540251,0.00009217921,0.0055659106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984837,0.00000812159,0.0000070890214,0.000025782118,0.000082069055,0.000028556064],"domain_scores_gemma":[0.9999367,0.000008908597,0.00001949578,0.0000072079033,0.000017770182,0.0000098676255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015739888,0.00032334676,0.00022663847,0.00026749607,0.00017215066,0.00024465745,0.0003679826,0.00016855742,0.001825055],"category_scores_gemma":[0.00014930173,0.00012885159,0.00029095422,0.00015118487,0.00014882599,0.00022869956,0.00018718459,0.00039606044,0.00048595679],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000127931635,0.0000041502594,0.000043964992,0.00008941708,0.000002618412,0.000027418866,0.000017988525,0.00012015113,0.9975074,0.00021883934,0.000032643664,0.0019225099],"study_design_scores_gemma":[0.0000032478656,0.00009198689,0.0007121872,0.000004634224,0.0000061855653,0.000090375695,0.000013918837,0.00036327296,0.9956054,0.000041155366,0.003062559,0.000005038204],"about_ca_topic_score_codex":0.00055375585,"about_ca_topic_score_gemma":0.001982598,"teacher_disagreement_score":0.001825055,"about_ca_system_score_codex":0.00025815456,"about_ca_system_score_gemma":0.00021026547,"threshold_uncertainty_score":0.006105423},"labels":[],"label_agreement":null},{"id":"W171590525","doi":"10.22260/isarc2013/0009","title":"Robotic Upgrading of Postwar Social Dwelling Envelopes","year":2013,"lang":"en","type":"article","venue":"Proceedings of the ... ISARC","topic":"Innovations in Concrete and Construction Materials","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":"Facade; Architectural engineering; Process (computing); Computer science; Software; Automation; Building envelope; Enforcement; Task (project management); Software engineering; Construction engineering; Engineering; Civil engineering; Systems engineering; Mechanical engineering; Law","score_opus":0.009017682013847648,"score_gpt":0.1881175727114674,"score_spread":0.17909989069761975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W171590525","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55857676,0.0013623796,0.40689918,0.00022789264,0.00030055316,0.0003071309,0.00031219414,0.0049584396,0.02705547],"genre_scores_gemma":[0.9053639,0.00041908893,0.08244988,0.00005240533,0.00001575163,0.00006566835,0.0003406714,0.00017292696,0.011119657],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997559,0.00002936707,0.000010066475,0.00004247588,0.00009665516,0.000065579094],"domain_scores_gemma":[0.9998087,0.000028420774,0.00001585854,0.000097971715,0.000023724264,0.000025372443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033246825,0.0005668028,0.00039439718,0.0005410451,0.00038986118,0.0006530066,0.0007955347,0.0006006815,0.004152813],"category_scores_gemma":[0.00048714594,0.000256397,0.00064668723,0.00024259108,0.00044918654,0.0006887971,0.0020944693,0.00036617828,0.0011754726],"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":[0.00048830104,0.00025588428,0.0038737338,0.00047075297,0.00008853211,0.001560064,0.0011719778,0.06826041,0.23971137,0.005715706,0.007148593,0.6712547],"study_design_scores_gemma":[0.00013453675,0.0021509412,0.03243909,0.00030581738,0.00020718921,0.0036075339,0.0020424286,0.39773658,0.32806543,0.009893186,0.22318889,0.00022839574],"about_ca_topic_score_codex":0.00082955515,"about_ca_topic_score_gemma":0.001141027,"teacher_disagreement_score":0.004152813,"about_ca_system_score_codex":0.00021068752,"about_ca_system_score_gemma":0.00025297108,"threshold_uncertainty_score":0.013892531},"labels":[],"label_agreement":null},{"id":"W1731874286","doi":"","title":"Assessment of thixotropy of flowable and self-consolidating concrete","year":2003,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":27,"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":"Thixotropy; Self-consolidating concrete; Geotechnical engineering; Materials science; Composite material; Geology; Compressive strength","score_opus":0.006802641066640381,"score_gpt":0.21236891578503747,"score_spread":0.20556627471839709,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1731874286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974891,0.00016451254,0.00073111354,0.0000064884907,0.0000034018908,0.00002735229,0.000066088054,0.000009797067,0.0015021791],"genre_scores_gemma":[0.9977532,0.00012782235,0.00042900935,0.0000053600656,0.0000018366245,0.000008950221,0.00007332656,0.0000061624,0.0015944313],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945384,0.000070672766,0.000028667506,0.00007198582,0.00031458877,0.000060235434],"domain_scores_gemma":[0.9989243,0.00027031978,0.00023124722,0.00008206416,0.0003766452,0.00011530751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073741423,0.00021821812,0.00019474664,0.0005692654,0.00029698512,0.00045272024,0.0003083898,0.00051790196,0.002705309],"category_scores_gemma":[0.0015003241,0.00015526103,0.00020781612,0.00031401377,0.00050309696,0.00050450134,0.00046748662,0.0004141617,0.00021582838],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019504353,0.00011318976,0.016487038,0.00015625593,0.000028720619,0.00020012334,0.00043506295,0.0033894067,0.96177506,0.00033148355,0.00006506999,0.015068125],"study_design_scores_gemma":[0.00004164175,0.0028930255,0.13605593,0.000026490798,0.00006403353,0.000269538,0.0004865993,0.007896272,0.85051644,0.00019493888,0.0015231723,0.0000318158],"about_ca_topic_score_codex":0.0021144615,"about_ca_topic_score_gemma":0.0029020426,"teacher_disagreement_score":0.002705309,"about_ca_system_score_codex":0.00037815503,"about_ca_system_score_gemma":0.00042329018,"threshold_uncertainty_score":0.009050131},"labels":[],"label_agreement":null},{"id":"W1784147573","doi":"10.1520/stp12557s","title":"Water Absorption in Cold Liquid-Applied Waterproofing","year":2004,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Waterproofing; Absorption of water; Absorption (acoustics); Liquid water; Materials science; Environmental science; Composite material; Thermodynamics; Physics","score_opus":0.009715732091725809,"score_gpt":0.18961211844801265,"score_spread":0.17989638635628685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1784147573","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23956141,0.110626735,0.14701411,0.0009528197,0.00074844295,0.00027787258,0.00024154573,0.0011758534,0.4994012],"genre_scores_gemma":[0.55990106,0.048213013,0.04051502,0.00063881534,0.00023233224,0.00016287809,0.00032878472,0.00039997205,0.34960818],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997664,0.00002584147,0.0000090429985,0.000039173814,0.00013854734,0.000021015117],"domain_scores_gemma":[0.9999095,0.00003399315,0.000012367437,0.000009475862,0.00002850157,0.0000060778852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016231612,0.00046925692,0.00027234774,0.00069570076,0.0004182471,0.0007729082,0.00082152203,0.0005466184,0.003931075],"category_scores_gemma":[0.0002193385,0.0003126802,0.00027965024,0.0008188878,0.00056756096,0.0011453279,0.0006004883,0.0007249695,0.002032273],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000120525656,0.00016519906,0.00093749136,0.0014618592,0.0000119267615,0.0009996822,0.0014830842,0.0029014237,0.51863855,0.038596656,0.009488113,0.42519554],"study_design_scores_gemma":[0.000011464019,0.0003927037,0.0037018873,0.0004068973,0.000028263099,0.0020913023,0.00042505233,0.0032178527,0.5817315,0.015120302,0.39281574,0.000056974568],"about_ca_topic_score_codex":0.0010044776,"about_ca_topic_score_gemma":0.0017541818,"teacher_disagreement_score":0.003931075,"about_ca_system_score_codex":0.0005065558,"about_ca_system_score_gemma":0.0003733695,"threshold_uncertainty_score":0.013150752},"labels":[],"label_agreement":null},{"id":"W1825283917","doi":"","title":"Structural Behaviour of Cast-in-Place and Precast Concrete Barriers Anchored to Bridge Deck Overhangs and Subjected to Transverse Static Loading","year":2012,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Innovations in Concrete and Construction Materials","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":"Humanities; Reinforced concrete; Art; Materials science; Composite material","score_opus":0.009370666724413557,"score_gpt":0.22512649678281327,"score_spread":0.2157558300583997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1825283917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988913,0.000021750922,0.00021244014,0.0000048808947,0.0000029095222,0.000005233595,0.00008093217,0.00000886185,0.0007717724],"genre_scores_gemma":[0.997632,0.000028754273,0.00018467563,0.0000036669808,4.9644893e-7,0.0000055938353,0.0001175908,0.0000036715367,0.0020234005],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984217,0.0000052153728,0.000004893123,0.000022592452,0.000081532846,0.000043627657],"domain_scores_gemma":[0.9997415,0.000034195225,0.000032349864,0.000017320854,0.000104570645,0.00007019088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016794185,0.00034103793,0.000430616,0.00043251523,0.0006445537,0.00048360883,0.000484206,0.00045576793,0.0044002905],"category_scores_gemma":[0.00031625986,0.0002567784,0.00019852199,0.0003491905,0.0007370724,0.0001899031,0.0002864548,0.00041536547,0.0005430083],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015148199,0.00027244963,0.07152159,0.00016120462,0.00005358434,0.0009090606,0.0015778879,0.042647205,0.86227405,0.0006338391,0.00043066413,0.018003631],"study_design_scores_gemma":[0.000053999134,0.0019353415,0.7467604,0.00007025568,0.00008010529,0.00021994855,0.004801189,0.05309554,0.1876549,0.00027930498,0.0049790028,0.00006995795],"about_ca_topic_score_codex":0.10773537,"about_ca_topic_score_gemma":0.23927958,"teacher_disagreement_score":0.10773537,"about_ca_system_score_codex":0.0011904893,"about_ca_system_score_gemma":0.0012719986,"threshold_uncertainty_score":0.21421653},"labels":[],"label_agreement":null},{"id":"W1852710418","doi":"","title":"Modélisation de matériaux composites adaptatifs munis d'actionneurs en alliage à mémoire de forme","year":2013,"lang":"fr","type":"article","venue":"Espace École de technologie supérieure (École de technologie supérieure)","topic":"Innovations in Concrete and Construction Materials","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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Humanities; Physics; Art","score_opus":0.012104247428837306,"score_gpt":0.2381025317210869,"score_spread":0.22599828429224958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1852710418","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25689876,0.0014504783,0.68345857,0.0008524809,0.0004097238,0.00021412336,0.00047766403,0.0015065834,0.054731507],"genre_scores_gemma":[0.8548392,0.0011291794,0.10903039,0.00010964611,0.00003377562,0.0003751131,0.0004034298,0.00022266286,0.033856668],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995914,0.00005551966,0.000019486073,0.00009358017,0.00019155898,0.00004840585],"domain_scores_gemma":[0.9996475,0.00012314167,0.000036203306,0.00006911885,0.000101828606,0.000022075516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005515213,0.00060869404,0.00060518127,0.00057564146,0.0006142852,0.0023507793,0.0011253002,0.002191594,0.004286478],"category_scores_gemma":[0.0010059644,0.0005313828,0.0011305839,0.00045709542,0.0010755925,0.0012727713,0.00079398934,0.0008645716,0.0007132371],"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":[0.00008712946,0.00006203024,0.00095268316,0.00018018865,0.000028463557,0.00020011674,0.00023043095,0.9304183,0.0321695,0.021691045,0.0005605748,0.013419504],"study_design_scores_gemma":[0.000020533356,0.00007435458,0.0006350057,0.00003084839,0.000022112405,0.00006961936,0.00009670532,0.9720445,0.013208329,0.0036296844,0.010138207,0.000030104831],"about_ca_topic_score_codex":0.0111858975,"about_ca_topic_score_gemma":0.007185895,"teacher_disagreement_score":0.0111858975,"about_ca_system_score_codex":0.0012637819,"about_ca_system_score_gemma":0.0016241024,"threshold_uncertainty_score":0.022241533},"labels":[],"label_agreement":null},{"id":"W1884348223","doi":"10.1061/(asce)cp.1943-5487.0000545","title":"Parallel Systems and Structural Frames Realignment Planning and Actuation Strategy","year":2015,"lang":"en","type":"article","venue":"Journal of Computing in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Kinematics; Inverse kinematics; Degrees of freedom (physics and chemistry); Computer science; Robotics; Generalization; Heuristic; Inverse; Parallel manipulator; Mathematical optimization; Control engineering; Artificial intelligence; Engineering; Geometry; Mathematics; Robot; Mathematical analysis","score_opus":0.02135806869927135,"score_gpt":0.24955460224702275,"score_spread":0.2281965335477514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1884348223","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047076503,0.000056197576,0.992084,0.000037637736,0.000015333335,0.000020379575,0.000014183425,0.00014390227,0.0029206122],"genre_scores_gemma":[0.42473218,0.00043033998,0.5661411,0.000056647696,0.00003929106,0.00019539121,0.000145082,0.00017759787,0.008082326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996309,0.000055944187,0.000020141522,0.00011511529,0.0001396421,0.00003821832],"domain_scores_gemma":[0.9997503,0.00006164112,0.00005461559,0.000057517682,0.00005934043,0.000016527252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035255824,0.0007710408,0.0005285476,0.00067545776,0.0004792184,0.0009222017,0.0010459542,0.00059933215,0.0034535662],"category_scores_gemma":[0.0006867635,0.0004231548,0.0006701049,0.00054981053,0.0011033509,0.0010904564,0.00089473545,0.0006639536,0.0006510631],"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":[0.000030840645,0.000028272454,0.00045870052,0.000115818264,0.000017951417,0.00017358878,0.00014822383,0.7940551,0.012575253,0.10747114,0.0008782567,0.08404675],"study_design_scores_gemma":[0.0000061824635,0.000052197207,0.00021488467,0.000012816582,0.000011026205,0.00009488342,0.000043933334,0.9641147,0.0053111506,0.023604421,0.006516403,0.000017454187],"about_ca_topic_score_codex":0.0026624938,"about_ca_topic_score_gemma":0.0023456337,"teacher_disagreement_score":0.0034535662,"about_ca_system_score_codex":0.0007951959,"about_ca_system_score_gemma":0.0009818288,"threshold_uncertainty_score":0.0115532875},"labels":[],"label_agreement":null},{"id":"W1933363675","doi":"10.14359/14527","title":"Economic Mix Design Ultra High-Strength Concrete","year":2005,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Geography; Sierra leone; Environmental protection; Ancient history; Ethnology; History","score_opus":0.010410249941207645,"score_gpt":0.20564301763661882,"score_spread":0.19523276769541117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1933363675","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061630893,0.0012983344,0.2118794,0.0006675475,0.00068615406,0.00086669455,0.0045720553,0.0027337698,0.7156651],"genre_scores_gemma":[0.40823913,0.0009527815,0.06177317,0.00013504682,0.000075132135,0.00050565787,0.0020294955,0.00060934183,0.52568024],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989379,0.00010467439,0.000060813647,0.00009819867,0.0007353755,0.000063038875],"domain_scores_gemma":[0.9996276,0.000035080553,0.000046482866,0.00006161968,0.00018902344,0.00004022891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051463174,0.0009245657,0.00041313967,0.0020234769,0.00077080575,0.0014802451,0.0011123826,0.0008396111,0.09913086],"category_scores_gemma":[0.0008872392,0.0003868935,0.0004924482,0.0009469015,0.00034028772,0.0012521632,0.0012007962,0.0005246928,0.03537166],"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":[0.0003127479,0.00034323818,0.0052158716,0.0011237041,0.000043348482,0.00037053516,0.00024382115,0.14193492,0.042339366,0.06649196,0.06909208,0.67248845],"study_design_scores_gemma":[0.0000979049,0.00071403384,0.015984641,0.0004624037,0.000087593566,0.00090318476,0.0007826773,0.1081726,0.04502638,0.02549657,0.8021629,0.00010911055],"about_ca_topic_score_codex":0.0016239495,"about_ca_topic_score_gemma":0.00413207,"teacher_disagreement_score":0.09913086,"about_ca_system_score_codex":0.0007426254,"about_ca_system_score_gemma":0.0008714396,"threshold_uncertainty_score":0.33162582},"labels":[],"label_agreement":null},{"id":"W1942397602","doi":"10.1109/hpcsa.2002.1019149","title":"Simulating the dynamics of exible wood pulp bres in suspension","year":2005,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Suspension (topology); Pulp (tooth); Materials science; Dynamics (music); Pulp and paper industry; Composite material; Process engineering; Mathematics; Physics; Engineering; Acoustics","score_opus":0.01076322065093461,"score_gpt":0.2309773987113568,"score_spread":0.2202141780604222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1942397602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9659494,0.00007242571,0.020009717,0.0001978496,0.00005828895,0.00002615726,0.00009951586,0.00019540123,0.013391304],"genre_scores_gemma":[0.9946979,0.000027055361,0.001549396,0.000019190158,0.0000044394824,0.00000948621,0.00004390786,0.000021781743,0.0036268216],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998944,0.000023726408,0.0000048472475,0.000017040944,0.00002347319,0.000036486104],"domain_scores_gemma":[0.99954706,0.00024889247,0.000036827496,0.000027127793,0.00004743197,0.00009260012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030411998,0.00043621255,0.00057138404,0.00038539674,0.00062290695,0.0010663164,0.00073288666,0.0016652889,0.0048282826],"category_scores_gemma":[0.0011094571,0.00037414805,0.00041738682,0.00029201608,0.0010690392,0.0010172626,0.0007784924,0.00087746285,0.00035625484],"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":[0.000083964456,0.000056770947,0.000760675,0.000011559551,0.000006960191,0.00007637144,0.000052692805,0.99421436,0.0019095084,0.0014495525,0.00010907504,0.0012684587],"study_design_scores_gemma":[0.0000133934045,0.000025987178,0.0001803515,0.0000015114816,0.0000018984423,0.0000044364074,0.00003368216,0.99891806,0.00043476216,0.0002726974,0.00010996767,0.0000033107656],"about_ca_topic_score_codex":0.011796861,"about_ca_topic_score_gemma":0.007567749,"teacher_disagreement_score":0.011796861,"about_ca_system_score_codex":0.0007344353,"about_ca_system_score_gemma":0.0006294613,"threshold_uncertainty_score":0.023456395},"labels":[],"label_agreement":null},{"id":"W1966366621","doi":"10.5539/mas.v9n1p45","title":"Green Composites in Architecture and Building Material Science","year":2014,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovations in Concrete and Construction Materials","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":"Raw material; Building material; Rubble; Natural materials; Quality (philosophy); Filler (materials); Architectural engineering; Architecture; Production (economics); Pressing; Computer science; Construction engineering; Environmental science; Civil engineering; Materials science; Engineering; Composite material","score_opus":0.005197238367918105,"score_gpt":0.20493544640909808,"score_spread":0.19973820804117998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966366621","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020301742,0.6964231,0.05779165,0.009297288,0.0035231458,0.000044870034,0.00012866329,0.00025085206,0.21223871],"genre_scores_gemma":[0.39444935,0.43169478,0.044963345,0.0021535687,0.004418467,0.00014456852,0.00021440772,0.0001820567,0.1217796],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996685,0.000089689456,0.000013646674,0.00007460825,0.00012081668,0.000032641336],"domain_scores_gemma":[0.99973696,0.00011859924,0.000027805141,0.000032760276,0.000060987968,0.000022828868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005683613,0.00041775976,0.00055536453,0.001376867,0.0006115641,0.0017096748,0.0004498891,0.0012450472,0.0068605673],"category_scores_gemma":[0.0004970967,0.00022022807,0.0002639284,0.0011774169,0.0024982993,0.0019209866,0.0008713237,0.0016033028,0.0016715634],"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":[0.000028166522,0.00007523102,0.00033665952,0.00090456475,0.0000140093125,0.00017318975,0.00030379344,0.0044645634,0.008607965,0.8298349,0.011061545,0.14419551],"study_design_scores_gemma":[0.000006986768,0.00009352713,0.0008086827,0.00037913545,0.0000080469445,0.0003692398,0.00021576113,0.005022767,0.0051367055,0.5362603,0.45167142,0.000027503038],"about_ca_topic_score_codex":0.0009592259,"about_ca_topic_score_gemma":0.0012842867,"teacher_disagreement_score":0.0068605673,"about_ca_system_score_codex":0.0017336757,"about_ca_system_score_gemma":0.0005555281,"threshold_uncertainty_score":0.022950828},"labels":[],"label_agreement":null},{"id":"W1968257696","doi":"10.1617/s11527-006-9216-7","title":"Measurement systems for determining formwork pressure of highly-flowable concrete","year":2007,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Formwork; Solid mechanics; Self-consolidating concrete; Pressure sensor; Water pressure; Pressure measurement; Materials science; Geotechnical engineering; Structural engineering; Hydrostatic test; Composite material; Engineering; Mechanical engineering; Compressive strength","score_opus":0.015995466310239136,"score_gpt":0.22383201124323776,"score_spread":0.20783654493299863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968257696","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3365236,0.0014680899,0.6486709,0.00044216713,0.0004964485,0.0006999581,0.0010338466,0.0055601266,0.005104805],"genre_scores_gemma":[0.8373241,0.000617243,0.15715794,0.0003096288,0.00025963105,0.00068342703,0.00068135204,0.0001489753,0.0028177737],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99640924,0.0004754794,0.00014107881,0.00062597584,0.0021861962,0.0001620393],"domain_scores_gemma":[0.9957866,0.001473457,0.0005040633,0.00040793515,0.0016468463,0.00018119103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002107334,0.0011304445,0.0009974098,0.0023665843,0.0013303738,0.0015556826,0.0024597803,0.0018526476,0.0022155105],"category_scores_gemma":[0.0057041924,0.00074469537,0.00028560316,0.0017016957,0.00093793595,0.0017134805,0.0017387253,0.0012659174,0.0008726594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011088841,0.00065538945,0.026903983,0.0004339753,0.000118561606,0.00017005776,0.0008366418,0.0042342436,0.6888349,0.004245598,0.0045312876,0.26792654],"study_design_scores_gemma":[0.00025817144,0.0012906222,0.03814408,0.00007191184,0.0002176488,0.0006970131,0.00030933777,0.14055963,0.8050582,0.0025300814,0.01059375,0.0002695767],"about_ca_topic_score_codex":0.0014974045,"about_ca_topic_score_gemma":0.0023186863,"teacher_disagreement_score":0.0024597803,"about_ca_system_score_codex":0.0009807551,"about_ca_system_score_gemma":0.0013600016,"threshold_uncertainty_score":0.011144817},"labels":[],"label_agreement":null},{"id":"W1982021009","doi":"10.1061/(asce)0899-1561(2007)19:12(1090)","title":"Effect of Temperature on Oscillatory Shear Behavior of Portland Cement Paste Incorporating Chemical Admixtures","year":2007,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Portland cement; Rheology; Cement; Composite material; Rheometer; Viscoelasticity; Mixing (physics); Shear (geology); Water–cement ratio","score_opus":0.004571953538496351,"score_gpt":0.22223951337854916,"score_spread":0.21766755984005282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982021009","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989095,0.0003433487,0.00037667714,0.000012576589,0.000010286183,0.0000070548535,0.00004147226,0.000012589106,0.00028651307],"genre_scores_gemma":[0.99880636,0.00027446786,0.0005635709,0.000012082461,0.0000043410205,0.000006977051,0.000048352475,0.000007938371,0.00027597314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976414,0.000060121423,0.00003102114,0.000038545728,0.000074439406,0.00003167953],"domain_scores_gemma":[0.99937063,0.00026459186,0.00018023973,0.00003750807,0.000097822376,0.00004922849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003132898,0.00039986786,0.00024918737,0.00023694163,0.000114564085,0.00027369062,0.000132763,0.00020542329,0.00093677535],"category_scores_gemma":[0.00096269813,0.00018235254,0.0002226886,0.00020634652,0.0002360811,0.00027198676,0.00011179734,0.00041182022,0.00015912237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027477831,0.00002722519,0.0006057626,0.000037648773,0.000008593576,0.0000511646,0.000059931674,0.00026620136,0.99746644,0.000014964911,0.000010665617,0.0011766427],"study_design_scores_gemma":[0.0000074965396,0.0005827542,0.005705708,0.0000057642537,0.0000231543,0.000041426385,0.000030344834,0.0009965604,0.99238294,0.000005687804,0.0002109656,0.0000071959576],"about_ca_topic_score_codex":0.00064775714,"about_ca_topic_score_gemma":0.00092282356,"teacher_disagreement_score":0.00093677535,"about_ca_system_score_codex":0.00014785567,"about_ca_system_score_gemma":0.00011832491,"threshold_uncertainty_score":0.0031338334},"labels":[],"label_agreement":null},{"id":"W1982217652","doi":"10.1007/bf02479705","title":"Utility of statistical models in proportioning self-consolidating concrete","year":2000,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":96,"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":"Self-consolidating concrete; Rheology; Slump; Aggregate (composite); Solid mechanics; Superplasticizer; Materials science; Viscosity; Compressive strength; Computer science; Process engineering; Composite material; Engineering","score_opus":0.009102042558918276,"score_gpt":0.22342462300572383,"score_spread":0.21432258044680555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982217652","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05915575,0.00018839695,0.9386539,0.00016773127,0.000031786374,0.000040750532,0.000078578676,0.00047273564,0.0012103978],"genre_scores_gemma":[0.8625682,0.0003965876,0.13305214,0.00012976036,0.00011026059,0.00022376812,0.00037598144,0.00028682375,0.0028564846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99650013,0.0026269753,0.000108775654,0.00032996948,0.00032239893,0.00011169011],"domain_scores_gemma":[0.9289969,0.06543076,0.0014418865,0.0021677362,0.0017001268,0.0002625054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009505451,0.0007943261,0.0011753399,0.0012572824,0.0006871557,0.0018582242,0.001598633,0.0014442916,0.0016688957],"category_scores_gemma":[0.054079536,0.00082980306,0.0015180751,0.0009704078,0.0014608741,0.002333528,0.0011958816,0.0012524162,0.00046986272],"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":[0.00005094493,0.000031324664,0.001127868,0.00001614588,0.000037876824,0.000018075563,0.00002480654,0.9660683,0.00013643975,0.022560125,0.00015052824,0.0097775655],"study_design_scores_gemma":[0.0000018595916,0.0000066559805,0.000050760555,0.0000012005853,0.0000033497397,0.000002933505,0.00000231717,0.9948279,0.00006342317,0.004997056,0.000039871877,0.0000026880718],"about_ca_topic_score_codex":0.010030186,"about_ca_topic_score_gemma":0.0070293574,"teacher_disagreement_score":0.010030186,"about_ca_system_score_codex":0.0011763748,"about_ca_system_score_gemma":0.0015484934,"threshold_uncertainty_score":0.0502702},"labels":[],"label_agreement":null},{"id":"W1982342392","doi":"10.3166/rcma.18.227-232","title":"Optimisation de l'usage du béton de chanvre dans la conception d'un écomatériau pour le génie civil","year":2008,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":2,"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":"Humanities; Political science; Philosophy","score_opus":0.035258858596255334,"score_gpt":0.24200204300774292,"score_spread":0.2067431844114876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982342392","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5901639,0.0034254116,0.35264367,0.00069892616,0.00037851665,0.00019571059,0.00024029576,0.0009882469,0.051265422],"genre_scores_gemma":[0.9153443,0.0007735309,0.059446357,0.00009147053,0.00002063093,0.000076200726,0.00010797327,0.00029668974,0.023842892],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990717,0.00017324269,0.000028496897,0.00019893139,0.00043189226,0.00009576289],"domain_scores_gemma":[0.99939203,0.00028819195,0.000043959804,0.000056289555,0.00018660114,0.00003290089],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011082281,0.00073125906,0.0008336616,0.0010132306,0.0008961483,0.0028653776,0.00081239134,0.0016600697,0.010584142],"category_scores_gemma":[0.0023355682,0.00047227016,0.0005829014,0.0007703299,0.00074404635,0.0014985129,0.0008105484,0.0008520246,0.0015874661],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013298043,0.0004327356,0.004414503,0.00063213304,0.000099270204,0.00030373002,0.00065709255,0.17774767,0.60152984,0.026099773,0.0010024597,0.18575108],"study_design_scores_gemma":[0.00014010754,0.001109819,0.0070655784,0.00017460877,0.00018113789,0.0003642781,0.0004930741,0.43605644,0.5059448,0.00517221,0.043154795,0.0001431632],"about_ca_topic_score_codex":0.0055851294,"about_ca_topic_score_gemma":0.008870718,"teacher_disagreement_score":0.010584142,"about_ca_system_score_codex":0.0011474272,"about_ca_system_score_gemma":0.0007831201,"threshold_uncertainty_score":0.035407484},"labels":[],"label_agreement":null},{"id":"W1983700834","doi":"10.1016/s0272-8842(03)00060-9","title":"Design of bauxite-based low-cement pumpable castables: a rheological approach","year":2003,"lang":"en","type":"article","venue":"Ceramics International","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":20,"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":"Bauxite; Rheology; Materials science; Cement; Composite material; Metallurgy","score_opus":0.02206850405274908,"score_gpt":0.2215105871395264,"score_spread":0.19944208308677733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983700834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7127831,0.0020252008,0.27402174,0.00021232433,0.00020077443,0.0003875199,0.00034040306,0.00074560475,0.009283277],"genre_scores_gemma":[0.9144021,0.0005464577,0.0792006,0.000026788239,0.000019039016,0.00011801527,0.00015080397,0.00008059354,0.005455548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998099,0.00001658247,0.00001093025,0.00003216614,0.00009086241,0.000039531456],"domain_scores_gemma":[0.9997603,0.00003590151,0.000074241325,0.000017908309,0.000079003934,0.00003265181],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032390954,0.00039589265,0.00037044767,0.0004098424,0.00027471044,0.0006751418,0.0011006229,0.00035539357,0.0011027739],"category_scores_gemma":[0.00033458532,0.00026110467,0.00030856216,0.00023198836,0.0002459032,0.0005090267,0.00019731066,0.00043459443,0.0003329793],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019790973,0.00012880343,0.00032057817,0.00035832074,0.000014292438,0.000090178124,0.000039362334,0.0142865805,0.96147877,0.002965187,0.0002226184,0.019897288],"study_design_scores_gemma":[0.00008968942,0.0014113666,0.0019784858,0.000019019353,0.00006479238,0.0001793464,0.00008633395,0.058421396,0.92554665,0.00045049237,0.011707097,0.000045309866],"about_ca_topic_score_codex":0.00078609353,"about_ca_topic_score_gemma":0.002295911,"teacher_disagreement_score":0.0011027739,"about_ca_system_score_codex":0.00044990025,"about_ca_system_score_gemma":0.000557172,"threshold_uncertainty_score":0.00368917},"labels":[],"label_agreement":null},{"id":"W1986312976","doi":"10.1016/j.cemconres.2014.05.005","title":"Choice of thixotropic index to evaluate formwork pressure characteristics of self-consolidating concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Formwork; Thixotropy; Self-consolidating concrete; Cementitious; Aggregate (composite); Materials science; Composite material; Volume (thermodynamics); Geotechnical engineering; Cement; Engineering; Compressive strength","score_opus":0.038347894489110086,"score_gpt":0.3244840095726126,"score_spread":0.2861361150835025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986312976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98327893,0.00027846932,0.01379801,0.000014378451,0.000016478783,0.00002884877,0.00009219078,0.00006857979,0.0024239703],"genre_scores_gemma":[0.99412185,0.0001118541,0.0051790187,0.0000045964166,0.000005003267,0.000016298698,0.00006277702,0.000007072876,0.00049156393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964225,0.000060092145,0.000024437919,0.000054104985,0.00018977943,0.000029303837],"domain_scores_gemma":[0.99934644,0.00017396791,0.00009922787,0.00004453024,0.00026237377,0.000073455565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046177994,0.0002774402,0.00021285021,0.0010515964,0.00020458647,0.0004307712,0.00024697185,0.0003020142,0.0005687748],"category_scores_gemma":[0.0007743119,0.000147461,0.00018946343,0.000765168,0.00023499619,0.0004020841,0.00021322255,0.00023271279,0.00015450474],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008177747,0.00016831573,0.041590054,0.00015368572,0.0000302583,0.00018815463,0.00021705263,0.0037097475,0.9110157,0.0006190118,0.00022946895,0.04126073],"study_design_scores_gemma":[0.00003359302,0.00089950237,0.110795215,0.000014239326,0.00007949349,0.00043043826,0.00032086097,0.041912246,0.8439055,0.00023596488,0.0012899026,0.00008312228],"about_ca_topic_score_codex":0.00076001015,"about_ca_topic_score_gemma":0.0010188998,"teacher_disagreement_score":0.0010515964,"about_ca_system_score_codex":0.00016316431,"about_ca_system_score_gemma":0.00025309774,"threshold_uncertainty_score":0.002442181},"labels":[],"label_agreement":null},{"id":"W1986774816","doi":"10.1680/coma.2010.163.2.77","title":"Genetic algorithm rheological equations for cement paste","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Construction Materials","topic":"Innovations in Concrete and Construction Materials","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":"Rheology; Materials science; Rheometer; Composite material; Cement; Viscosity; Bingham plastic; Shear stress; Shear rate; Portland cement; Thixotropy; Mixing (physics)","score_opus":0.00842017641049558,"score_gpt":0.2036825518853963,"score_spread":0.19526237547490072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986774816","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01099227,0.0006498128,0.9742775,0.0002986456,0.00009938135,0.00017806585,0.0002757935,0.0005173798,0.012711178],"genre_scores_gemma":[0.2549171,0.001372988,0.7174773,0.0002478822,0.000053879725,0.0013475997,0.00078046735,0.00030676404,0.023496075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983716,0.00003717714,0.000010243144,0.000029280103,0.000070898444,0.00001519949],"domain_scores_gemma":[0.99960583,0.0001750068,0.000030194356,0.0000129588925,0.0001695362,0.000006467207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000587115,0.0006915092,0.0005689559,0.0007486741,0.00033150232,0.00072049635,0.0010173493,0.0013535396,0.0049572987],"category_scores_gemma":[0.0024141623,0.00036832778,0.00057529425,0.000816043,0.00026495152,0.0004792968,0.00033494498,0.0009418497,0.0014439635],"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":[0.000006253542,0.000010854136,0.00028183215,0.000044821998,0.0000098097025,0.000040712934,0.00003787664,0.96589136,0.00097596867,0.0083612995,0.0008104494,0.02352875],"study_design_scores_gemma":[0.0000043929144,0.0000049255586,0.00007650249,0.000008613271,0.0000026330745,0.000008771552,0.0000039526303,0.9962519,0.00017311343,0.0017496472,0.0017120425,0.0000034770044],"about_ca_topic_score_codex":0.013983422,"about_ca_topic_score_gemma":0.011629661,"teacher_disagreement_score":0.013983422,"about_ca_system_score_codex":0.0011434332,"about_ca_system_score_gemma":0.0014996706,"threshold_uncertainty_score":0.027804077},"labels":[],"label_agreement":null},{"id":"W1988485852","doi":"10.1039/c4ra06092j","title":"The preparation of energy-absorbing material by using solid waste","year":2014,"lang":"en","type":"article","venue":"RSC Advances","topic":"Innovations in Concrete and Construction Materials","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":"Air Canada","funders":"","keywords":"Geopolymer; Materials science; Municipal solid waste; Aggregate (composite); Basalt fiber; Waste material; Waste management; Composite material; Fiber; Compressive strength; Engineering","score_opus":0.007288911942750938,"score_gpt":0.2515702175280674,"score_spread":0.24428130558531647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988485852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9470887,0.0014354965,0.04180677,0.000106516316,0.00012616548,0.00011210802,0.00030525893,0.0002817984,0.008737225],"genre_scores_gemma":[0.95207155,0.001122809,0.041289635,0.00004780326,0.000016041264,0.0000736016,0.00036337995,0.00003762541,0.004977624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990606,0.000012536504,0.000007854503,0.000014137766,0.00003902766,0.000020410522],"domain_scores_gemma":[0.99993944,0.0000091582415,0.000016228007,0.000009906235,0.0000127297,0.0000125330735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015582092,0.0003895335,0.00018141464,0.00038165614,0.00020875488,0.00024201516,0.00020058526,0.00036973518,0.0010975918],"category_scores_gemma":[0.0001433949,0.00010521645,0.0001985801,0.00036260477,0.00016699731,0.00024383399,0.00020211576,0.00044246833,0.0007207697],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023486553,0.000017180148,0.00011397453,0.00010951597,0.0000021463604,0.00008349433,0.000021461732,0.00020506416,0.9941729,0.0006531563,0.000045998906,0.004551624],"study_design_scores_gemma":[0.0000015515001,0.000068366244,0.00019858606,0.0000045533066,0.0000022682611,0.00005283856,0.000011540622,0.00026245703,0.99743146,0.000043802407,0.0019201337,0.0000024734568],"about_ca_topic_score_codex":0.00017326769,"about_ca_topic_score_gemma":0.00056404964,"teacher_disagreement_score":0.0010975918,"about_ca_system_score_codex":0.00012356743,"about_ca_system_score_gemma":0.0002467019,"threshold_uncertainty_score":0.003671825},"labels":[],"label_agreement":null},{"id":"W1989253164","doi":"10.1617/s11527-012-9912-4","title":"Parameters influencing pressure during pumping of self-compacting concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":97,"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":"Vlaamse regering; Fonds Wetenschappelijk Onderzoek","keywords":"Slump; Solid mechanics; Structural engineering; Flow (mathematics); Stress (linguistics); Viscosity; Geotechnical engineering; Materials science; Forensic engineering; Engineering; Mechanics; Compressive strength; Composite material","score_opus":0.008306082392823638,"score_gpt":0.210664067992339,"score_spread":0.20235798559951537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989253164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987399,0.0001287731,0.0007508442,0.000011837676,0.000004829495,0.000011695679,0.000087925226,0.000025605957,0.00023860266],"genre_scores_gemma":[0.99945456,0.00005798012,0.00018218496,0.0000024000574,0.0000021027072,0.000006978144,0.00008747501,0.000008375602,0.0001979031],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960524,0.00007010291,0.00003223177,0.00006190845,0.00014972629,0.000080935504],"domain_scores_gemma":[0.99927837,0.00036876614,0.00014676998,0.000033578286,0.000118761185,0.00005380229],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042834584,0.00033878462,0.00043944226,0.00027638915,0.00029419406,0.00060215895,0.0002212311,0.0003852836,0.0008174766],"category_scores_gemma":[0.0012990042,0.00026116293,0.00021600131,0.000288768,0.0003383165,0.0005986922,0.00026246996,0.00040846423,0.00025929147],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00087097817,0.00011158167,0.014488346,0.00014900636,0.00002997563,0.0003130269,0.00031082556,0.0054424773,0.96821344,0.00008309398,0.00013817949,0.009849077],"study_design_scores_gemma":[0.000024946767,0.0015398212,0.11372501,0.0000168145,0.00006878938,0.00020162195,0.00032399225,0.019319303,0.8638695,0.00008653427,0.00077383925,0.000049861785],"about_ca_topic_score_codex":0.0010304742,"about_ca_topic_score_gemma":0.0008250633,"teacher_disagreement_score":0.0010304742,"about_ca_system_score_codex":0.0001953086,"about_ca_system_score_gemma":0.00027156883,"threshold_uncertainty_score":0.0027347207},"labels":[],"label_agreement":null},{"id":"W1989687758","doi":"10.1139/l99-088","title":"Le béton projeté : nouveaux développements et applications","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"","funders":"","keywords":"Shotcrete; Air entrainment; Durability; Engineering; Forensic engineering; Civil engineering; Materials science; Composite material","score_opus":0.006050277012492184,"score_gpt":0.19354641297990077,"score_spread":0.18749613596740858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989687758","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11091653,0.13584383,0.16519909,0.019411437,0.0057855863,0.002347214,0.0069124256,0.008414519,0.5451694],"genre_scores_gemma":[0.20096128,0.08555624,0.21922192,0.0024502373,0.0019340625,0.0014325172,0.017896706,0.0030157368,0.4675313],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9925728,0.0011401513,0.00031082876,0.0005496947,0.0048392816,0.00058714085],"domain_scores_gemma":[0.9949556,0.0007442359,0.00022439228,0.0005141034,0.0021355855,0.0014260582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008709486,0.0011617263,0.00061400654,0.0031905065,0.0009113746,0.004487494,0.0016693121,0.0019413346,0.020642562],"category_scores_gemma":[0.0060852813,0.00050590484,0.00072174537,0.0028124296,0.0009738531,0.002379237,0.0027670998,0.0018525355,0.010462735],"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":[0.000459199,0.0008832729,0.0039712894,0.00064194633,0.00004516999,0.0003667926,0.0008341818,0.002369002,0.012765605,0.04666686,0.04446455,0.8865322],"study_design_scores_gemma":[0.00011106411,0.00046329503,0.0059276316,0.000402993,0.000014010373,0.00048506088,0.00022093634,0.001775171,0.0064852606,0.0029751507,0.9810905,0.000048972037],"about_ca_topic_score_codex":0.011528079,"about_ca_topic_score_gemma":0.008118175,"teacher_disagreement_score":0.020642562,"about_ca_system_score_codex":0.0031180943,"about_ca_system_score_gemma":0.0054497193,"threshold_uncertainty_score":0.06905621},"labels":[],"label_agreement":null},{"id":"W1990818023","doi":"10.1016/j.dental.2011.08.562","title":"Ceramic restoration features: Effect on mechanical properties of dual-cured cement","year":2011,"lang":"en","type":"article","venue":"Dental Materials","topic":"Innovations in Concrete and Construction Materials","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":"Western University; University of Alberta","funders":"","keywords":"Materials science; Ceramic; Composite material; Dual (grammatical number); Cement","score_opus":0.020849875007853666,"score_gpt":0.2136378179079524,"score_spread":0.1927879429000987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990818023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988741,0.00037234728,0.00020793358,0.000011879893,0.000013562296,0.0000062967765,0.000045163826,0.000032693504,0.0004359508],"genre_scores_gemma":[0.9986349,0.00012845955,0.00032607233,0.000011792376,0.0000071071127,0.0000044364187,0.000036599064,0.000027668055,0.0008229403],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997261,0.00003548748,0.000020195315,0.000059535807,0.000073814495,0.00008499125],"domain_scores_gemma":[0.9990239,0.00044823848,0.00016312324,0.00006266737,0.00011782136,0.00018418649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035818727,0.00062500796,0.0003891677,0.0002881525,0.00021801182,0.00034293413,0.00030975646,0.000581869,0.0056236987],"category_scores_gemma":[0.0012179392,0.00061274297,0.00032501912,0.00025323845,0.00042913135,0.00056256994,0.000372589,0.0005788253,0.00050217035],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0063985237,0.0002418253,0.00081432704,0.00016071228,0.000015526424,0.00012563114,0.00015228154,0.00027940032,0.9873043,0.00005193853,0.00008843944,0.004367111],"study_design_scores_gemma":[0.00026849538,0.0062932214,0.025244486,0.000025453055,0.00019530625,0.0003557885,0.00021856559,0.0017416398,0.9641338,0.0000490489,0.001441483,0.00003279517],"about_ca_topic_score_codex":0.00061751105,"about_ca_topic_score_gemma":0.0012411322,"teacher_disagreement_score":0.0056236987,"about_ca_system_score_codex":0.00013007746,"about_ca_system_score_gemma":0.0002875315,"threshold_uncertainty_score":0.018813133},"labels":[],"label_agreement":null},{"id":"W2002395170","doi":"10.1061/(asce)mt.1943-5533.0000537","title":"Portable Pressure Device to Evaluate Lateral Formwork Pressure Exerted by Fresh Concrete","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Formwork; Self-consolidating concrete; Pressure sensor; Repeatability; Cementitious; Materials science; Aggregate (composite); Water–cement ratio; Pressure head; Geotechnical engineering; Hydrostatic test; Cushion; Internal pressure; Structural engineering; Composite material; Cement; Engineering; Compressive strength; Mechanical engineering; Chemistry","score_opus":0.009709151787331232,"score_gpt":0.22960517510813866,"score_spread":0.21989602332080743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002395170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77944106,0.00071470457,0.21232185,0.00007491065,0.00016124352,0.00059053197,0.0011010306,0.001507381,0.004087289],"genre_scores_gemma":[0.9257479,0.00044739794,0.06939782,0.000059750477,0.000045463566,0.0004231304,0.00041499973,0.00006196498,0.003401588],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99897146,0.00011739167,0.000054095595,0.00014817722,0.0006603858,0.00004854674],"domain_scores_gemma":[0.9987901,0.0004318712,0.00022411518,0.00014266184,0.00033545127,0.00007594111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005655627,0.00068761164,0.0002996649,0.0007922382,0.00025086678,0.00029605333,0.00070977723,0.00057566696,0.002759304],"category_scores_gemma":[0.0014267042,0.000302236,0.00024363,0.00051434466,0.00025490747,0.0005561461,0.00061463565,0.00044507202,0.00049750553],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022345307,0.00017195582,0.01271872,0.00029488408,0.00002049415,0.00017159541,0.00020783611,0.0010723487,0.933112,0.0002091141,0.00055470975,0.051242843],"study_design_scores_gemma":[0.00005807059,0.0035578436,0.09560735,0.00004156804,0.00008267186,0.00088456133,0.00034932987,0.020916775,0.87353224,0.00019808114,0.0046760975,0.000095301126],"about_ca_topic_score_codex":0.00052096375,"about_ca_topic_score_gemma":0.000771666,"teacher_disagreement_score":0.002759304,"about_ca_system_score_codex":0.00014121772,"about_ca_system_score_gemma":0.0003178159,"threshold_uncertainty_score":0.0092307925},"labels":[],"label_agreement":null},{"id":"W2008258625","doi":"10.1016/j.cemconcomp.2014.05.008","title":"Development of a tribometer to characterize lubrication layer properties of self-consolidating concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":88,"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":"Université de Sherbrooke","keywords":"Tribometer; Rheology; Lubrication; Materials science; Shearing (physics); Viscosity; Tribology; Self-consolidating concrete; Flow (mathematics); Composite material; Mechanics; Geotechnical engineering; Compressive strength; Engineering","score_opus":0.024920089875096977,"score_gpt":0.21178348713172868,"score_spread":0.1868633972566317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008258625","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8191794,0.00068153674,0.17588446,0.00014437333,0.00018932072,0.0003950169,0.0006148534,0.0013510131,0.0015599565],"genre_scores_gemma":[0.92016554,0.00025783892,0.076607466,0.00009413434,0.000026964952,0.00020643884,0.00041841995,0.00008771842,0.002135489],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986614,0.0001671137,0.00013118055,0.00018786947,0.0007542789,0.000098139106],"domain_scores_gemma":[0.99823064,0.0005297792,0.00015365615,0.0002469,0.00073320844,0.00010581854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010514755,0.00056622527,0.0005199971,0.0010707674,0.00038918905,0.0005681958,0.001352396,0.0007652434,0.00082889776],"category_scores_gemma":[0.002259082,0.00050788146,0.00032687798,0.00057678187,0.00039246937,0.0007164369,0.0005191705,0.0006693584,0.00036284042],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008779325,0.00009943545,0.0033955688,0.000057964735,0.000013921743,0.0000365487,0.000085295,0.00035366122,0.97993064,0.00028838724,0.00014143683,0.015509315],"study_design_scores_gemma":[0.000015692898,0.0003902801,0.0059572053,0.000004385912,0.000020130872,0.00013284375,0.000036916335,0.014694938,0.9769109,0.000040316325,0.0017732731,0.000022976084],"about_ca_topic_score_codex":0.0015187756,"about_ca_topic_score_gemma":0.0027526491,"teacher_disagreement_score":0.0015187756,"about_ca_system_score_codex":0.00043035892,"about_ca_system_score_gemma":0.0009691151,"threshold_uncertainty_score":0.0055607557},"labels":[],"label_agreement":null},{"id":"W2011506192","doi":"10.1617/s11527-014-0274-y","title":"Form pressure generated by fresh concrete: a review about practice in formwork design","year":2014,"lang":"en","type":"review","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":38,"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":"Formwork; Solid mechanics; Self-consolidating concrete; Engineering; Structural engineering; Civil engineering; Materials science; Composite material; Compressive strength","score_opus":0.017799562335359682,"score_gpt":0.2856715797807481,"score_spread":0.2678720174453884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011506192","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00021141848,0.9981077,0.00040034484,0.00013095175,0.000102746395,0.000005560565,0.00001541826,0.0000052045575,0.0010207178],"genre_scores_gemma":[0.0015749023,0.99742967,0.000500418,0.00009239559,0.00009354501,0.000007896123,0.000026527428,0.0000031700508,0.00027145387],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99872106,0.0001991098,0.00025404285,0.00029544282,0.000481411,0.000048847498],"domain_scores_gemma":[0.9969452,0.0021292998,0.00026192487,0.00007769222,0.0005326437,0.000053222248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021255205,0.0011277599,0.0016525334,0.004580969,0.00040595635,0.0016632511,0.0014798548,0.001713496,0.0026869362],"category_scores_gemma":[0.002776105,0.0007506026,0.00093968684,0.0051413206,0.001290319,0.0025802634,0.0009112295,0.0013765666,0.0012536466],"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":[0.00006782017,0.00009122233,0.00044761397,0.054736614,0.00010349479,0.00019927771,0.00023785932,0.0010731927,0.0019083748,0.006738493,0.009247195,0.9251488],"study_design_scores_gemma":[0.000012427493,0.00016192648,0.0015190456,0.013341672,0.00022235843,0.0014567686,0.00029819075,0.00022583724,0.002455337,0.002342088,0.97790295,0.00006137948],"about_ca_topic_score_codex":0.0020882804,"about_ca_topic_score_gemma":0.0019573327,"teacher_disagreement_score":0.004580969,"about_ca_system_score_codex":0.0009713341,"about_ca_system_score_gemma":0.0018126061,"threshold_uncertainty_score":0.011240959},"labels":[],"label_agreement":null},{"id":"W2015612742","doi":"10.1115/ihtc14-22531","title":"1D Heat Transfer Model for the Chain Section of a Lime Kiln","year":2010,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Kiln; Lime; Heat transfer; Heat transfer coefficient; Materials science; Thermodynamics; Convective heat transfer; Work (physics); Thermal conduction; Mechanics; Mechanical engineering; Composite material; Metallurgy; Engineering; Physics","score_opus":0.012531833050873867,"score_gpt":0.21433601630370075,"score_spread":0.2018041832528269,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015612742","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28732502,0.00088732434,0.6605778,0.000559015,0.0001943565,0.0003504501,0.0016854075,0.0013483199,0.0470723],"genre_scores_gemma":[0.9543674,0.0005242391,0.016747527,0.00006766612,0.000033306795,0.00044710352,0.0005035962,0.00010751729,0.027201582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999853,0.00002308281,0.0000071031573,0.000051247804,0.000042179825,0.00002322816],"domain_scores_gemma":[0.99986374,0.000048480444,0.000018647435,0.000013581494,0.000042575608,0.000013075692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024940155,0.0005966227,0.00079224916,0.00047340713,0.0007124871,0.0010212302,0.0013867056,0.0015349349,0.005319015],"category_scores_gemma":[0.0006355806,0.00055227045,0.0006784138,0.0003551722,0.00068537804,0.0009720868,0.0005977405,0.000669657,0.0009047234],"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":[0.00002780165,0.000016740694,0.0004383679,0.000031130876,0.000006341248,0.00007124298,0.00004811562,0.99091434,0.0044891313,0.0018853393,0.0001954689,0.0018759797],"study_design_scores_gemma":[0.000005387795,0.000009791532,0.00014173219,0.0000024782948,0.0000026494642,0.000009746432,0.0000069481707,0.99870217,0.0004341135,0.0002579623,0.00042285828,0.0000041806093],"about_ca_topic_score_codex":0.015402336,"about_ca_topic_score_gemma":0.006279158,"teacher_disagreement_score":0.015402336,"about_ca_system_score_codex":0.0011509834,"about_ca_system_score_gemma":0.0013096648,"threshold_uncertainty_score":0.030625403},"labels":[],"label_agreement":null},{"id":"W2018750325","doi":"10.3166/rcma.17.25-36","title":"Comportement à l'impact du type masse tombante sur structures composites","year":2007,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Composite material; Materials science","score_opus":0.05049895171219519,"score_gpt":0.3009512815094357,"score_spread":0.25045232979724047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018750325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91844314,0.0031992232,0.022132428,0.00073845533,0.0004620488,0.00006323651,0.00019482398,0.0007617744,0.054004855],"genre_scores_gemma":[0.9766966,0.0009200734,0.0020725497,0.000078729165,0.00010433391,0.000044333832,0.00010100516,0.00023240304,0.019749992],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982685,0.0004906592,0.000020999567,0.00030285047,0.0007099229,0.0002070866],"domain_scores_gemma":[0.99199086,0.0064570387,0.0002846404,0.00020972961,0.000754919,0.0003027792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015621091,0.0015315914,0.001186857,0.0019561248,0.0018428075,0.0048816493,0.00097319414,0.0034757126,0.021849371],"category_scores_gemma":[0.006486026,0.0007693222,0.0018462883,0.00089952524,0.0021564653,0.0014773844,0.0007412671,0.0023329884,0.0024181746],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008051853,0.0015805262,0.0116699245,0.0009769105,0.00047602388,0.0023926287,0.0010663599,0.4153844,0.44924775,0.029480292,0.0028220378,0.07685126],"study_design_scores_gemma":[0.0007645214,0.003079773,0.07767993,0.00021319548,0.0006223321,0.0015712279,0.0011572997,0.5725617,0.30626076,0.014448742,0.02131538,0.00032510195],"about_ca_topic_score_codex":0.021616025,"about_ca_topic_score_gemma":0.010982991,"teacher_disagreement_score":0.021849371,"about_ca_system_score_codex":0.0034920368,"about_ca_system_score_gemma":0.00088884146,"threshold_uncertainty_score":0.073093414},"labels":[],"label_agreement":null},{"id":"W2022931368","doi":"10.1260/1369-4332.14.5.931","title":"Technical Feasibility of Baling Vetiver Grass for Use as Load-Bearing Walls","year":2011,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Ericsson (Canada)","funders":"","keywords":"Deflection (physics); Cracking; Structural engineering; Design load; Load bearing; Bearing capacity; Engineering; Tractor; Geotechnical engineering; Materials science; Composite material; Mechanical engineering","score_opus":0.02556948411930407,"score_gpt":0.2734052424318167,"score_spread":0.24783575831251262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022931368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96176755,0.00024073519,0.03531783,0.00010229138,0.000032087308,0.00008718244,0.000049309638,0.000106577405,0.002296383],"genre_scores_gemma":[0.9432066,0.0003149375,0.053751536,0.000032076416,0.000011859687,0.00005773001,0.00014399007,0.00003732281,0.002443974],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970776,0.000039720362,0.000022533259,0.000062972525,0.00013951918,0.000027454362],"domain_scores_gemma":[0.9995772,0.0000992771,0.00009207929,0.00008337517,0.00010654414,0.00004144702],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004842627,0.0002596732,0.00014428132,0.00027275103,0.0002727492,0.00039717354,0.0003867952,0.00039381374,0.0008771552],"category_scores_gemma":[0.00077849464,0.00018074816,0.00017992829,0.000105792424,0.00036362614,0.00061649486,0.00035573234,0.00044629961,0.00044163587],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043501197,0.000021138165,0.0010043483,0.000056923396,0.000002545273,0.000109361885,0.00004856335,0.00027820715,0.9901466,0.00014615228,0.00002468414,0.008117965],"study_design_scores_gemma":[0.000013196086,0.0007685033,0.011665836,0.000032504267,0.000018318644,0.0006828652,0.00023127506,0.0021003974,0.97858024,0.00024699813,0.005641106,0.00001872468],"about_ca_topic_score_codex":0.00020644708,"about_ca_topic_score_gemma":0.00063959975,"teacher_disagreement_score":0.0008771552,"about_ca_system_score_codex":0.00013554844,"about_ca_system_score_gemma":0.00022190946,"threshold_uncertainty_score":0.0029343367},"labels":[],"label_agreement":null},{"id":"W2024052550","doi":"10.1680/macr.2004.56.2.99","title":"Development of volcanic pumice based cement and lightweight concrete","year":2004,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"Papua New Guinea University of Technology","keywords":"Pumice; Portland cement; Cement; Shrinkage; Aggregate (composite); Volcanic ash; Volcano; Materials science; Compressive strength; Fly ash; Geotechnical engineering; Composite material; Geology; Geochemistry","score_opus":0.03822017376827595,"score_gpt":0.2956825450848261,"score_spread":0.25746237131655014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024052550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9853858,0.0014741332,0.007692528,0.00002599568,0.000018461738,0.000088856934,0.0001116865,0.00010482435,0.0050978586],"genre_scores_gemma":[0.9850521,0.000655881,0.011863391,0.000009136216,0.0000034974983,0.000024006717,0.00017571556,0.000011831421,0.0022045092],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996377,0.000044753222,0.00001989415,0.000040387775,0.00022692303,0.0000303507],"domain_scores_gemma":[0.9998062,0.000020810112,0.00004738291,0.000028214383,0.000053000538,0.000044328226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003584105,0.00030011608,0.0001878936,0.0007164133,0.00014888233,0.0002499829,0.00028703985,0.0002738091,0.0008435698],"category_scores_gemma":[0.00043532773,0.0001368367,0.00023120445,0.0003723078,0.00024084578,0.00028090162,0.00034651498,0.0002817352,0.00020456755],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043670923,0.000063478125,0.0006840285,0.00011199369,0.000006897794,0.00021283864,0.000029264882,0.0016778721,0.9833807,0.00058629207,0.000032884283,0.013170008],"study_design_scores_gemma":[0.00001329376,0.001174652,0.0067752902,0.000013319903,0.000021443904,0.0005588572,0.000024036492,0.0014558072,0.98191833,0.00014102303,0.007895226,0.000008674438],"about_ca_topic_score_codex":0.00052276696,"about_ca_topic_score_gemma":0.0012373704,"teacher_disagreement_score":0.0008435698,"about_ca_system_score_codex":0.00025009087,"about_ca_system_score_gemma":0.00032398026,"threshold_uncertainty_score":0.002822101},"labels":[],"label_agreement":null},{"id":"W2024801069","doi":"10.1016/j.cemconcomp.2014.12.007","title":"Prediction of pumping pressure by means of new tribometer for highly-workable concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":81,"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":"Tribometer; Lubrication; Materials science; Tribology; Flow (mathematics); Volumetric flow rate; Layer (electronics); Rheology; Plug flow; Mechanical engineering; Composite material; Mechanics; Engineering","score_opus":0.015704633852241773,"score_gpt":0.20514892198528245,"score_spread":0.18944428813304068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024801069","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9173529,0.00023530658,0.07942615,0.00010822022,0.000101126905,0.000036629863,0.00018588346,0.0008364194,0.0017173508],"genre_scores_gemma":[0.9948683,0.000059460417,0.004680016,0.0000066150474,0.000011205777,0.000013438522,0.00004774135,0.000010472999,0.0003028188],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996076,0.00007549939,0.000018134633,0.00009464237,0.00016383926,0.00004030756],"domain_scores_gemma":[0.99946076,0.00027522954,0.000042972984,0.00006074442,0.00012640125,0.00003385014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033397914,0.0006075986,0.000564339,0.0004538666,0.00030883114,0.0004688359,0.00074689434,0.0010231069,0.0006176302],"category_scores_gemma":[0.0008517806,0.00040175958,0.00034577743,0.0003705047,0.00040667507,0.00065173703,0.00033904813,0.0005518818,0.00018894656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011476914,0.00059483724,0.056211468,0.000329626,0.00013343227,0.00043069076,0.00039057768,0.12315798,0.7235588,0.001565595,0.0013706064,0.091108665],"study_design_scores_gemma":[0.00003613072,0.00026278227,0.025775535,0.0000055414175,0.00003157427,0.00008849027,0.000038707047,0.88486826,0.08823601,0.00013454183,0.0004768732,0.000045553665],"about_ca_topic_score_codex":0.0022848935,"about_ca_topic_score_gemma":0.0021584877,"teacher_disagreement_score":0.0022848935,"about_ca_system_score_codex":0.00036186178,"about_ca_system_score_gemma":0.00044059724,"threshold_uncertainty_score":0.0045431852},"labels":[],"label_agreement":null},{"id":"W2027384343","doi":"10.1016/j.cemconres.2013.03.004","title":"Rheological models for predicting plastic viscosity and yield stress of fresh concrete","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":91,"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; McMaster University; Cement Association of Canada; Lafarge Canada; BASF","keywords":"Rheology; Viscosity; Experimental data; Yield (engineering); Materials science; Stress (linguistics); Flow (mathematics); Mechanics; Geotechnical engineering; Mathematics; Composite material; Statistics; Geology; Physics","score_opus":0.07168927855296968,"score_gpt":0.2955359941917663,"score_spread":0.2238467156387966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027384343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68016183,0.00087215303,0.308643,0.00024476004,0.00012851866,0.00018331052,0.00033259217,0.0007069778,0.008726922],"genre_scores_gemma":[0.98547864,0.00039691798,0.010260077,0.000019648276,0.000028923678,0.0000775733,0.00012280089,0.00005727888,0.0035581975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998994,0.000022028013,0.000009736419,0.000018101078,0.000034109715,0.000016604177],"domain_scores_gemma":[0.99967086,0.00015273584,0.000050841183,0.00003531628,0.00006593658,0.000024334475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003342244,0.00079263165,0.00044079617,0.0007991544,0.00043040529,0.0008520952,0.0010737072,0.0010720857,0.001038633],"category_scores_gemma":[0.0015074235,0.00054989284,0.0008370074,0.00037382447,0.00047196797,0.000934585,0.00037005887,0.0007721143,0.000337862],"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":[0.00004164478,0.00007598691,0.0010505061,0.000019084835,0.00001779165,0.00006112262,0.000042234846,0.98147297,0.009008072,0.0014203382,0.00015687945,0.0066334005],"study_design_scores_gemma":[0.0000050829544,0.00001459314,0.00025037117,0.0000018576501,0.000005242114,0.00000443927,0.0000050315803,0.9980215,0.0013655073,0.00023153583,0.00009007407,0.0000048060783],"about_ca_topic_score_codex":0.00913631,"about_ca_topic_score_gemma":0.006630844,"teacher_disagreement_score":0.00913631,"about_ca_system_score_codex":0.0007383972,"about_ca_system_score_gemma":0.0005638806,"threshold_uncertainty_score":0.018166304},"labels":[],"label_agreement":null},{"id":"W2028044093","doi":"10.1016/j.conbuildmat.2014.05.042","title":"Effect of placement characteristics on SCC lateral pressure variations","year":2014,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"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":"Materials science; Composite material; Structural engineering; Engineering","score_opus":0.003999904847610375,"score_gpt":0.21628104309304844,"score_spread":0.21228113824543807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028044093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99633324,0.00010423165,0.0015662572,0.000023867655,0.00003286466,0.000007094141,0.0001703276,0.00011331818,0.0016488335],"genre_scores_gemma":[0.9987785,0.00004040859,0.00037279128,0.0000069643256,0.000006088788,0.000002922296,0.00008724569,0.000040844152,0.00066422793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994797,0.000079823425,0.000027697826,0.00011704662,0.00013629929,0.00015946751],"domain_scores_gemma":[0.9961933,0.0023600813,0.0003148309,0.00017729752,0.0007519079,0.00020254772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041260518,0.0004598667,0.00036947918,0.00046332975,0.00044156177,0.00084055413,0.00045613977,0.0006403405,0.006819135],"category_scores_gemma":[0.0029052566,0.00046043098,0.00021930422,0.0009523618,0.0004535271,0.00062170293,0.00040501182,0.00042299673,0.0010338662],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0060538123,0.00034899,0.018923048,0.0002670196,0.000046213452,0.0013100832,0.00033577377,0.05180311,0.89586025,0.00042390704,0.0007533926,0.023874389],"study_design_scores_gemma":[0.00008066581,0.0025859815,0.070007734,0.000020628608,0.000105337676,0.00038510436,0.0008360174,0.03874581,0.88518417,0.00015539197,0.0018185996,0.000074643605],"about_ca_topic_score_codex":0.0021602383,"about_ca_topic_score_gemma":0.0028056283,"teacher_disagreement_score":0.006819135,"about_ca_system_score_codex":0.00045507163,"about_ca_system_score_gemma":0.00051718496,"threshold_uncertainty_score":0.022812247},"labels":[],"label_agreement":null},{"id":"W2038356358","doi":"10.1115/1.3123331","title":"Modeling of Flow Rate, Pore Size, and Porosity for the Dispensing-Based Tissue Scaffolds Fabrication","year":2009,"lang":"en","type":"article","venue":"Journal of Manufacturing Science and Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":57,"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":"Saskatchewan Health Research Foundation","keywords":"Fabrication; Scaffold; Porosity; Materials science; Ultimate tensile strength; Volumetric flow rate; Process (computing); Compressive strength; Composite material; Biomedical engineering; Computer science; Engineering; Mechanics","score_opus":0.008620060843465662,"score_gpt":0.21925073392895544,"score_spread":0.21063067308548977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038356358","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08271989,0.0009503878,0.90774435,0.0003001285,0.00007622395,0.00017792507,0.00048618496,0.00054043636,0.0070043863],"genre_scores_gemma":[0.85899234,0.0022010992,0.12985018,0.00008175077,0.00003052671,0.0005973077,0.0003739125,0.00014172628,0.007731221],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982315,0.000030149638,0.000010698556,0.00003869327,0.000071173585,0.000026158363],"domain_scores_gemma":[0.99961495,0.00024690025,0.000055816676,0.000017514554,0.000049132123,0.000015767722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003587479,0.00072222704,0.0007531167,0.00050336076,0.00028557703,0.0007676336,0.0010119091,0.0019810381,0.0011198283],"category_scores_gemma":[0.0012142898,0.00044202377,0.0008695029,0.0003654224,0.0003695056,0.00075577386,0.0002568335,0.00061323366,0.00033931294],"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":[0.000033019875,0.000041763327,0.0004050194,0.00010303326,0.000007544881,0.000098069206,0.00003858905,0.96798474,0.021437252,0.004970634,0.00018994414,0.004690352],"study_design_scores_gemma":[0.000004193515,0.00001217427,0.00007248796,0.0000037050124,0.000004049973,0.00002157903,0.0000029544233,0.99637234,0.00271854,0.00031521556,0.00046780528,0.0000049102773],"about_ca_topic_score_codex":0.0086468505,"about_ca_topic_score_gemma":0.004735958,"teacher_disagreement_score":0.0086468505,"about_ca_system_score_codex":0.00096678606,"about_ca_system_score_gemma":0.0013658655,"threshold_uncertainty_score":0.01719302},"labels":[],"label_agreement":null},{"id":"W2038775795","doi":"10.4028/www.scientific.net/amr.250-253.409","title":"Correlations between Fresh Properties of Self-Consolidating Concrete Including Palm Oil Fuel Ash","year":2011,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Innovations in Concrete and Construction Materials","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":"Slump; Materials science; Self-consolidating concrete; Palm oil; Portland cement; Composite material; Water reducer; Concrete slump test; Sieve (category theory); Cement; Environmental science; Compressive strength; Mathematics","score_opus":0.12511751911285032,"score_gpt":0.32186737570244145,"score_spread":0.19674985658959113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038775795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99910575,0.00008179643,0.00049266254,0.0000015043215,7.3373883e-7,0.000005422506,0.000086950604,0.000010405251,0.00021490006],"genre_scores_gemma":[0.999423,0.00003507976,0.00020061723,8.3588475e-7,6.6120145e-7,0.0000020917287,0.0001290039,0.0000017828994,0.00020686848],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967325,0.000059975206,0.00003604772,0.00006955686,0.0001328625,0.00002837062],"domain_scores_gemma":[0.99677175,0.0012997258,0.0010678914,0.00020145596,0.00047856098,0.00018070455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006834056,0.00036679476,0.00020681828,0.00092939736,0.000116929485,0.00025907598,0.00014321561,0.000238038,0.0008961337],"category_scores_gemma":[0.0021099818,0.00021410995,0.00018457166,0.0004622968,0.00027718084,0.00034996885,0.00017423836,0.00021786866,0.0003318751],"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":[0.0007069145,0.0001592332,0.71550816,0.00009156393,0.00020113685,0.00022101753,0.00016642375,0.0048509063,0.26257017,0.00010597116,0.000067544504,0.015350958],"study_design_scores_gemma":[0.000005261154,0.00070402294,0.89856726,0.000005088064,0.00007221869,0.00023314368,0.000105712825,0.0030760006,0.09673236,0.000042481828,0.0004413283,0.0000150493215],"about_ca_topic_score_codex":0.00125125,"about_ca_topic_score_gemma":0.0031831476,"teacher_disagreement_score":0.00125125,"about_ca_system_score_codex":0.00015889553,"about_ca_system_score_gemma":0.00017136734,"threshold_uncertainty_score":0.0036142468},"labels":[],"label_agreement":null},{"id":"W2040096189","doi":"10.1617/s11527-012-9902-6","title":"Extension of the Reiner–Riwlin equation to determine modified Bingham parameters measured in coaxial cylinders rheometers","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":267,"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":"Bingham plastic; Rheometer; Solid mechanics; Rheology; Materials science; Yield (engineering); Shear stress; Constitutive equation; Mechanics; Viscoplasticity; Herschel–Bulkley fluid; Stress (linguistics); Shear rate; Coaxial; Mathematics; Thermodynamics; Composite material; Finite element method; Physics; Engineering; Mechanical engineering","score_opus":0.040696108403533715,"score_gpt":0.23590593465336998,"score_spread":0.19520982624983627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040096189","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.051152386,0.0031778608,0.93466955,0.00033241723,0.00028487667,0.0002567177,0.00032183956,0.0011061142,0.008698262],"genre_scores_gemma":[0.5918675,0.004198293,0.3849152,0.0004667565,0.00014799768,0.00060962245,0.0003920438,0.0005483286,0.016854202],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975726,0.0005523688,0.00019013265,0.0006202192,0.00090064685,0.00016399997],"domain_scores_gemma":[0.9984719,0.00060604134,0.00016035343,0.00034382995,0.00039235805,0.00002550454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020736814,0.0012828032,0.0010919481,0.0018755721,0.00040372717,0.0008449374,0.0023159194,0.0012508694,0.002333416],"category_scores_gemma":[0.0056990427,0.000660377,0.00063050294,0.0011860302,0.00059968274,0.0031400123,0.001233298,0.0025954503,0.0019205485],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019727719,0.00041223006,0.011123319,0.0012304604,0.00018709703,0.0005279738,0.0010878561,0.027862174,0.5070979,0.073985025,0.004745868,0.3715428],"study_design_scores_gemma":[0.000035141176,0.00017564237,0.01190787,0.00020144433,0.000118628166,0.00088100537,0.00012459923,0.5823266,0.3597653,0.010590941,0.03359051,0.00028241295],"about_ca_topic_score_codex":0.0025151141,"about_ca_topic_score_gemma":0.003553137,"teacher_disagreement_score":0.0025151141,"about_ca_system_score_codex":0.00061879033,"about_ca_system_score_gemma":0.0008428262,"threshold_uncertainty_score":0.010966778},"labels":[],"label_agreement":null},{"id":"W2040880464","doi":"10.3166/rcma.16.243-254","title":"Approche numérique de la résistance à la fissuration des ciments de fibres cellulosiques","year":2006,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"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","score_opus":0.019963519897781376,"score_gpt":0.2664951165294692,"score_spread":0.24653159663168783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040880464","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04539621,0.00047465146,0.93083006,0.0007385135,0.0002690888,0.00012227408,0.00019543669,0.00067734264,0.021296427],"genre_scores_gemma":[0.7130832,0.0010256564,0.23107496,0.0005193388,0.00033446038,0.000664208,0.00030537153,0.00074335723,0.052249465],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993881,0.00022608471,0.000015397645,0.00011314638,0.00020290953,0.000054415013],"domain_scores_gemma":[0.9976114,0.0017600415,0.00006794235,0.00014897017,0.00034213622,0.00006953412],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001474397,0.0012461238,0.0016121484,0.000997418,0.0008720073,0.0022757147,0.0018000604,0.004458102,0.007335785],"category_scores_gemma":[0.005326548,0.000874681,0.0011972482,0.00066875113,0.0017936758,0.0015906132,0.0009998531,0.003003703,0.0017535966],"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":[0.00011655142,0.000070462826,0.0004391173,0.00016974604,0.000048686605,0.0001769745,0.00009770794,0.93930787,0.0069394093,0.037302345,0.00075065077,0.014580466],"study_design_scores_gemma":[0.000030045376,0.000009770487,0.00009966134,0.000011506674,0.0000049419873,0.000014533069,0.000011729885,0.9955468,0.0008363316,0.0024579663,0.00096914714,0.000007431392],"about_ca_topic_score_codex":0.01928402,"about_ca_topic_score_gemma":0.011863882,"teacher_disagreement_score":0.01928402,"about_ca_system_score_codex":0.0017607673,"about_ca_system_score_gemma":0.0013907189,"threshold_uncertainty_score":0.03834355},"labels":[],"label_agreement":null},{"id":"W2043457247","doi":"10.1061/(asce)em.1943-7889.0000880","title":"3D Nonlinear Viscoelastic-Viscoplastic Model for Ramming Paste Used in a Hall-Héroult Cell","year":2014,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Innovations in Concrete and Construction Materials","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":"Natural Sciences and Engineering Research Council of Canada","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Alcoa","keywords":"Viscoplasticity; Viscoelasticity; Creep; Materials science; Constitutive equation; Dissipative system; Nonlinear system; Composite material; Hydrostatic equilibrium; Thermodynamics; Structural engineering; Finite element method; Engineering; Physics","score_opus":0.008960810977313877,"score_gpt":0.2013919452661989,"score_spread":0.19243113428888503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043457247","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2693566,0.0013778256,0.68116283,0.0005941824,0.00021152543,0.00032467738,0.0020203763,0.0012559508,0.043696098],"genre_scores_gemma":[0.9223384,0.0010568192,0.04520802,0.000119054755,0.00003379162,0.0006267582,0.00071725086,0.00009522328,0.029804694],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986136,0.000017756034,0.0000087992685,0.000043149164,0.00005114497,0.000017733324],"domain_scores_gemma":[0.9998467,0.00005176076,0.000027245896,0.000015115362,0.000048670663,0.000010493246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020322166,0.0006305925,0.00066427985,0.00056563516,0.00048000042,0.00081123214,0.0013628333,0.0024597088,0.0034502463],"category_scores_gemma":[0.00040897445,0.00042536523,0.0007783734,0.00045368733,0.00049658073,0.0006318384,0.00044931564,0.00068325683,0.00071695115],"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":[0.000023043236,0.000038134345,0.00069190585,0.00007178059,0.000009513389,0.0003337043,0.00008696518,0.97542614,0.015731372,0.0033019106,0.00030918635,0.003976418],"study_design_scores_gemma":[0.0000039127112,0.0000129298105,0.00016571129,0.0000037639952,0.0000045596757,0.00003788905,0.00000815658,0.9980762,0.0008409537,0.0002557878,0.0005833989,0.000006729734],"about_ca_topic_score_codex":0.010677834,"about_ca_topic_score_gemma":0.0068515963,"teacher_disagreement_score":0.010677834,"about_ca_system_score_codex":0.0007385732,"about_ca_system_score_gemma":0.0009209356,"threshold_uncertainty_score":0.021231413},"labels":[],"label_agreement":null},{"id":"W2044236678","doi":"10.3166/rcma.15.401-412","title":"Méthodologie de caractérisation des structures composites obtenues par rfi avec le matériau HexFIT™","year":2005,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Composite material; Materials science; Forestry; Geography","score_opus":0.08345941895545535,"score_gpt":0.2998463123899308,"score_spread":0.21638689343447548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044236678","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17489406,0.0011740177,0.80500335,0.00017137849,0.0001595908,0.00017756365,0.00036302596,0.0027038134,0.015353295],"genre_scores_gemma":[0.557887,0.0008190855,0.42575085,0.0000662351,0.000031995256,0.00021027983,0.00038078686,0.0006247128,0.014229029],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99902177,0.0001291866,0.000032010408,0.00022840762,0.00049179053,0.00009691108],"domain_scores_gemma":[0.99886036,0.00060749456,0.000058239217,0.00018088573,0.00027101798,0.000022065644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011100126,0.0010585181,0.0007097353,0.0017802089,0.0007117535,0.0016924887,0.0010666985,0.0014656439,0.011065109],"category_scores_gemma":[0.0021716582,0.0006155446,0.0010058269,0.0008070528,0.0009951745,0.00084436644,0.00053448573,0.0013278472,0.0025334624],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037168484,0.000074629555,0.0015975939,0.00048723508,0.000063411375,0.0004321945,0.0006149163,0.012840297,0.86105776,0.003566785,0.0005494904,0.11834403],"study_design_scores_gemma":[0.00005074703,0.00019447833,0.006419236,0.00006291128,0.0000682689,0.00095532613,0.00040926028,0.07706857,0.8998564,0.0013648464,0.013474161,0.00007577007],"about_ca_topic_score_codex":0.0033176977,"about_ca_topic_score_gemma":0.0032521235,"teacher_disagreement_score":0.011065109,"about_ca_system_score_codex":0.00073402777,"about_ca_system_score_gemma":0.0006824645,"threshold_uncertainty_score":0.03701645},"labels":[],"label_agreement":null},{"id":"W2046486728","doi":"10.1016/j.cemconres.2008.12.007","title":"Coupled effect of time and temperature on variations of plastic viscosity of highly flowable mortar","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":63,"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":"Mortar; Rheology; Materials science; Viscosity; Composite material; Casting; Atmospheric temperature range; Polymer; Thermodynamics","score_opus":0.01202525136632322,"score_gpt":0.27240239421720935,"score_spread":0.26037714285088615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046486728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99822384,0.00022179025,0.0007171343,0.000023260236,0.000025014253,0.0000045800944,0.000090444686,0.000023543242,0.0006703476],"genre_scores_gemma":[0.9992424,0.00008992232,0.00015283485,0.000008076717,0.0000072122743,0.0000021318385,0.00004360581,0.000016535814,0.0004372962],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990165,0.000015651072,0.0000046547098,0.00002511043,0.000021924026,0.00003103849],"domain_scores_gemma":[0.99917763,0.00052313606,0.00010364249,0.000043746597,0.00008547934,0.00006625519],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001734391,0.00019969218,0.00021214492,0.00023203925,0.0001755292,0.0003756398,0.00023041488,0.00027102744,0.0017713888],"category_scores_gemma":[0.0010073311,0.00021547801,0.00027590734,0.00020766676,0.00042783207,0.00037108606,0.00012847655,0.0004633547,0.00021031198],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0043396996,0.00015092044,0.003769821,0.00009624371,0.000039782477,0.00030093963,0.0001912575,0.004813563,0.97885484,0.00023678086,0.0001923554,0.0070138928],"study_design_scores_gemma":[0.00004100042,0.0006756156,0.0340885,0.000008875837,0.00005921332,0.00012289731,0.0000825465,0.021194315,0.94294465,0.00011567552,0.000623613,0.000042973643],"about_ca_topic_score_codex":0.0010913169,"about_ca_topic_score_gemma":0.0009785108,"teacher_disagreement_score":0.0017713888,"about_ca_system_score_codex":0.00029356507,"about_ca_system_score_gemma":0.00014307407,"threshold_uncertainty_score":0.005925894},"labels":[],"label_agreement":null},{"id":"W2052786315","doi":"10.3166/rcma.20.7-23","title":"Modélisation tridimensionnelle par éléments finis des contraintes résiduelles dans un composite à matrice en verre","year":2010,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Composite number; Materials science; Composite material","score_opus":0.02524088505454413,"score_gpt":0.2530734388715103,"score_spread":0.22783255381696615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052786315","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2698729,0.00040797444,0.7050169,0.0005573207,0.00019600615,0.0001413861,0.00047876532,0.00107061,0.022258103],"genre_scores_gemma":[0.7993916,0.0005259717,0.16869453,0.00020256001,0.000101737154,0.00038643347,0.00066173327,0.0005153574,0.029519958],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936384,0.0001869523,0.000028820234,0.00013852895,0.00020776826,0.000074065945],"domain_scores_gemma":[0.99831295,0.0011670529,0.00011980072,0.00010356268,0.00020388354,0.000092714065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092781975,0.0014620174,0.0013926341,0.0008707146,0.001293626,0.0032580998,0.0015205881,0.0043233554,0.005088684],"category_scores_gemma":[0.002288401,0.0012130223,0.0018705844,0.00080825604,0.002459655,0.001347271,0.0009217014,0.0028674884,0.0008313974],"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":[0.000039153332,0.000046563848,0.00041289633,0.000032050266,0.00002349452,0.000121061676,0.000092787675,0.98857456,0.0023676904,0.0060875644,0.00013612902,0.0020659508],"study_design_scores_gemma":[0.000015607107,0.000014219096,0.00013025891,0.000005200506,0.000004282273,0.00001734172,0.000022989057,0.9975666,0.00094149524,0.00069443224,0.0005804703,0.000007116185],"about_ca_topic_score_codex":0.060286388,"about_ca_topic_score_gemma":0.031208288,"teacher_disagreement_score":0.060286388,"about_ca_system_score_codex":0.0020470328,"about_ca_system_score_gemma":0.0019197252,"threshold_uncertainty_score":0.11987102},"labels":[],"label_agreement":null},{"id":"W2053346022","doi":"10.1016/j.cemconres.2005.11.001","title":"Coupled effect of time and temperature on variations of yield value of highly flowable mortar","year":2006,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":87,"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":"Mortar; Rheology; Yield (engineering); Materials science; Composite material; Dispersion (optics); Optics","score_opus":0.01227021988034063,"score_gpt":0.2609376946858912,"score_spread":0.24866747480555054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053346022","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998207,0.00016928893,0.000774568,0.000016685623,0.000015629059,0.0000030190558,0.000097541815,0.000025697658,0.00069061056],"genre_scores_gemma":[0.9994222,0.000059948936,0.00010450086,0.0000044651606,0.0000044038775,0.0000014208796,0.00004498613,0.000013352964,0.00034470655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999915,0.000011912432,0.000003418363,0.000024670635,0.000019999801,0.0000249231],"domain_scores_gemma":[0.9991855,0.0005503334,0.00008121127,0.000038866685,0.000089942754,0.000054074688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014251172,0.00018649249,0.00020698436,0.00019643703,0.00015739244,0.00028371398,0.00023410033,0.0003098371,0.0016527388],"category_scores_gemma":[0.00094325154,0.00019520267,0.0002559996,0.00022146683,0.00032884846,0.00028782824,0.00012281339,0.00033805097,0.00022231606],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0046166526,0.00012306195,0.007156623,0.000098873345,0.00004661871,0.00041492216,0.0001758065,0.0114644775,0.96731836,0.00027085576,0.000228281,0.00808538],"study_design_scores_gemma":[0.000044087294,0.0008296593,0.05933139,0.000008249911,0.000078182864,0.0001947099,0.00010303557,0.040539894,0.8979625,0.00019404404,0.00066687795,0.00004733996],"about_ca_topic_score_codex":0.0011004191,"about_ca_topic_score_gemma":0.0011132732,"teacher_disagreement_score":0.0016527388,"about_ca_system_score_codex":0.0002571496,"about_ca_system_score_gemma":0.00011276984,"threshold_uncertainty_score":0.0055289865},"labels":[],"label_agreement":null},{"id":"W2055989983","doi":"10.1016/s0020-7403(99)00026-0","title":"The mechanical behaviour of interpenetrating phase composites – II: a case study of a three-dimensionally printed material","year":2000,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":67,"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":"Division of Materials Research","keywords":"Materials science; Composite material; Porosity; Finite element method; Composite number; Thermal expansion; Phase (matter); Thermal; Material properties; Residual stress; Structural engineering","score_opus":0.022689751295514347,"score_gpt":0.30640449560615474,"score_spread":0.28371474431064037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055989983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99062693,0.00012934336,0.004277608,0.000053968546,0.000016811022,0.000038389397,0.00006633548,0.00011536403,0.0046753436],"genre_scores_gemma":[0.9935747,0.0000534543,0.0040218937,0.000013843248,0.0000045776005,0.000013100063,0.00003125467,0.000022187156,0.0022649956],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996276,0.00005117833,0.00001631153,0.000054511584,0.00018981971,0.00006058064],"domain_scores_gemma":[0.9992092,0.00040702635,0.00008624356,0.00015210378,0.00008480282,0.000060629023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030148256,0.00038967887,0.00038221502,0.0005271625,0.00087239785,0.0009821343,0.0009086619,0.0023296713,0.002795251],"category_scores_gemma":[0.0009461079,0.00030990003,0.00046865316,0.00048184858,0.0009228451,0.0005650384,0.00041004544,0.0005299796,0.00050870096],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011675269,0.0012713703,0.0054924376,0.00058071455,0.00005362008,0.020107495,0.0013368954,0.13013807,0.79529804,0.0030471347,0.0007364933,0.04077018],"study_design_scores_gemma":[0.00017898287,0.0031944688,0.027706763,0.000047373167,0.00013562503,0.009354727,0.0015521595,0.2366666,0.7118002,0.0017080205,0.0075049046,0.00015021602],"about_ca_topic_score_codex":0.0011337623,"about_ca_topic_score_gemma":0.002563369,"teacher_disagreement_score":0.002795251,"about_ca_system_score_codex":0.00034011662,"about_ca_system_score_gemma":0.00025374696,"threshold_uncertainty_score":0.009351015},"labels":[],"label_agreement":null},{"id":"W2058044418","doi":"10.1139/l05-090","title":"Effect of coarse aggregate size on strength and workability of concrete","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":32,"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; Slump; Cement; Materials science; Water–cement ratio; Aggregate (composite); Composite material; Crushed stone; Geotechnical engineering; Geology","score_opus":0.0029615802133946137,"score_gpt":0.17579606038510126,"score_spread":0.17283448017170663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058044418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991228,0.00011131847,0.00029216034,0.0000112149555,0.0000029082044,0.000003917252,0.000032080883,0.00001111509,0.0004126055],"genre_scores_gemma":[0.99942505,0.00004989964,0.00020097075,0.000009322324,0.00000341559,0.0000026857513,0.000041299074,0.0000063515768,0.00026104532],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999632,0.00008076465,0.000034316756,0.00006478825,0.00012788388,0.00006023198],"domain_scores_gemma":[0.99754095,0.0012724401,0.00046073936,0.00014040759,0.00021824749,0.00036736936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003804577,0.00033742213,0.00023246066,0.00035514988,0.0001748485,0.00035818404,0.00020494613,0.00026067236,0.001499712],"category_scores_gemma":[0.0017657905,0.00025424245,0.00026564737,0.00016804662,0.00037503403,0.00035836865,0.0003145198,0.00026790623,0.0002164359],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010060628,0.00012409594,0.014205511,0.000058634207,0.000043414377,0.00020807167,0.00008410921,0.003696927,0.9745199,0.00006969083,0.00003945497,0.0059440644],"study_design_scores_gemma":[0.000038126673,0.0043140934,0.12488295,0.0000099822555,0.00008435314,0.00037587102,0.00010883031,0.004153429,0.8649992,0.00011690562,0.0008860538,0.000030239711],"about_ca_topic_score_codex":0.0013842277,"about_ca_topic_score_gemma":0.0029235736,"teacher_disagreement_score":0.001499712,"about_ca_system_score_codex":0.00031260628,"about_ca_system_score_gemma":0.00019575699,"threshold_uncertainty_score":0.005017042},"labels":[],"label_agreement":null},{"id":"W2058848153","doi":"10.5539/jmsr.v4n1p36","title":"Anisotropic fibre-reinforced plastics as formworks for single and double-curved textile reinforced concrete","year":2014,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Innovations in Concrete and Construction Materials","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":"Deutsche Forschungsgemeinschaft","keywords":"Formwork; Materials science; Fibre-reinforced plastic; Curvature; Composite material; Bending; Textile; Anisotropy; Ultimate tensile strength; Durability; Structural engineering; Geometry; Mathematics","score_opus":0.0470264276157502,"score_gpt":0.32296825955143527,"score_spread":0.27594183193568506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058848153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7046647,0.00075291784,0.2853118,0.000052303683,0.000055409324,0.00010072121,0.00011350113,0.0004170628,0.008531514],"genre_scores_gemma":[0.9198162,0.0002654225,0.07729143,0.00000711766,0.000004417842,0.000030086996,0.00005043907,0.000042635154,0.0024922607],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981064,0.000025952048,0.000008263103,0.000026254756,0.00010933037,0.00001962213],"domain_scores_gemma":[0.9998455,0.00002386861,0.00004786571,0.00003911837,0.000023808501,0.000019768873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001853786,0.00038572185,0.00013143837,0.00046003022,0.00015342892,0.00035291066,0.00028093162,0.00026634225,0.00070196536],"category_scores_gemma":[0.00022078017,0.00022926678,0.00034832704,0.0002817285,0.00034004805,0.00020623735,0.00030215044,0.00021089935,0.0003102438],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039779534,0.00002695538,0.0011677342,0.00013703974,0.00000824584,0.00033626027,0.00009398586,0.03271545,0.94211036,0.0042245067,0.00009961053,0.01904025],"study_design_scores_gemma":[0.000023254646,0.0005970898,0.005815065,0.000046138666,0.00002861205,0.0010752456,0.00009001951,0.10848481,0.8642261,0.0016394084,0.017920226,0.00005400111],"about_ca_topic_score_codex":0.00030604898,"about_ca_topic_score_gemma":0.0013750481,"teacher_disagreement_score":0.00070196536,"about_ca_system_score_codex":0.0002581447,"about_ca_system_score_gemma":0.00023613492,"threshold_uncertainty_score":0.0023483038},"labels":[],"label_agreement":null},{"id":"W2064031370","doi":"10.1046/j.1469-8137.2001.00091.x","title":"Plasmid drawing software","year":2001,"lang":"en","type":"article","venue":"New Phytologist","topic":"Innovations in Concrete and Construction Materials","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; Graphics; Construct (python library); Sequence (biology); Software; Cloning (programming); Insert (composites); Function (biology); Interface (matter); File format; Information retrieval; Computer graphics (images); World Wide Web; Programming language; Biology; Operating system; Genetics; Engineering","score_opus":0.01936752299779937,"score_gpt":0.24045415978144913,"score_spread":0.22108663678364976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064031370","genre_codex":"methods","genre_gemma":"software","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"software","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0032735025,0.0016913828,0.60727096,0.0006543532,0.0012114604,0.0015571262,0.08107906,0.22667372,0.07658848],"genre_scores_gemma":[0.012493607,0.002716736,0.53173894,0.0008370813,0.00013454963,0.004488768,0.17600192,0.08525937,0.18632905],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981584,0.00020962089,0.00016409424,0.000364188,0.0009129453,0.00019084306],"domain_scores_gemma":[0.9983506,0.0003615091,0.00009803458,0.00039435813,0.0006338773,0.00016165343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023582198,0.002126452,0.0027409445,0.0034371156,0.0016260775,0.0036479793,0.004379261,0.0012878439,0.2564621],"category_scores_gemma":[0.004119302,0.0026598144,0.0017754119,0.004596518,0.0006048558,0.0017789665,0.0025270525,0.0040025567,0.16429748],"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":[0.00025872927,0.000083630366,0.000583472,0.0012304744,0.00006354756,0.00021229904,0.00033066043,0.0016359353,0.026852552,0.0072196815,0.7071283,0.25440058],"study_design_scores_gemma":[0.0000758173,0.000061407445,0.0007679494,0.00013915166,0.000052398897,0.00037463268,0.00005847181,0.0037566274,0.016280513,0.00270274,0.9756504,0.000079828096],"about_ca_topic_score_codex":0.011367527,"about_ca_topic_score_gemma":0.01635314,"teacher_disagreement_score":0.2564621,"about_ca_system_score_codex":0.0018747125,"about_ca_system_score_gemma":0.0027525378,"threshold_uncertainty_score":0.85795116},"labels":[],"label_agreement":null},{"id":"W2065569929","doi":"10.4028/www.scientific.net/amr.168-170.1991","title":"Form Pressure of Precast Prestressed Self-Consolidating Concrete","year":2010,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Innovations in Concrete and Construction Materials","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":"National Science Fund for Distinguished Young Scholars; Guangdong Academy of Sciences","keywords":"Formwork; Precast concrete; Materials science; Self-consolidating concrete; Slump; Composite material; Cementitious; Pressure drop; Volume (thermodynamics); Cement; Prestressed concrete; Fly ash; Geotechnical engineering; Structural engineering; Compressive strength; Engineering; Mechanics","score_opus":0.018825073820663427,"score_gpt":0.30871881329283013,"score_spread":0.2898937394721667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065569929","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99954766,0.000047347305,0.00012627344,0.0000018345031,0.0000015197256,0.0000060033217,0.000036837213,0.000008750022,0.0002237035],"genre_scores_gemma":[0.99906,0.000059204867,0.00032672918,0.0000026470743,0.0000017063078,0.0000055191604,0.00008129095,0.000003804984,0.00045916927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939704,0.000053224612,0.000039681443,0.00009441637,0.00034039738,0.00007526668],"domain_scores_gemma":[0.99969506,0.00005951227,0.00008472382,0.000020863137,0.00007529401,0.00006453874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030232823,0.00036546023,0.00026915612,0.0004634053,0.0002212153,0.00025708927,0.00040731096,0.00029932824,0.0009835726],"category_scores_gemma":[0.0004741566,0.00024211833,0.00023894531,0.00027542797,0.00035849115,0.00028388418,0.0003349322,0.00035166333,0.00014385574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039607106,0.000085005486,0.004326643,0.000059877882,0.000010173809,0.0001085493,0.00009853711,0.0013836729,0.9898347,0.000039896397,0.000026841073,0.0036299734],"study_design_scores_gemma":[0.000011839052,0.0019157259,0.029075574,0.0000061444453,0.00002283376,0.000077638375,0.00007785198,0.0036354123,0.9647494,0.000014537945,0.00040063934,0.000012360782],"about_ca_topic_score_codex":0.0028436277,"about_ca_topic_score_gemma":0.004093968,"teacher_disagreement_score":0.0028436277,"about_ca_system_score_codex":0.00033574618,"about_ca_system_score_gemma":0.00030174883,"threshold_uncertainty_score":0.005654156},"labels":[],"label_agreement":null},{"id":"W2065959363","doi":"10.2118/2004-090","title":"Use of Cement as Lost-Circulation Material: Best Practices","year":2004,"lang":"en","type":"article","venue":"Canadian International Petroleum Conference","topic":"Innovations in Concrete and Construction Materials","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":"University of Alberta","funders":"","keywords":"Cement; Lost circulation; Circulation (fluid dynamics); Computer science; Petroleum engineering; Materials science; Geology; Engineering; Mechanical engineering; Composite material; Aerospace engineering","score_opus":0.05297924284244332,"score_gpt":0.27023442120416097,"score_spread":0.21725517836171765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065959363","genre_codex":"review","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23037024,0.37736288,0.21837425,0.033496227,0.0014984424,0.005353417,0.001789626,0.004026311,0.12772857],"genre_scores_gemma":[0.4371363,0.16829814,0.3725236,0.0020553577,0.00031645273,0.0007500618,0.00093227264,0.0004552758,0.017532494],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9921663,0.0015636855,0.0009203345,0.00067596324,0.004444331,0.00022952423],"domain_scores_gemma":[0.99175256,0.0013531192,0.0020013202,0.00076562935,0.0036419176,0.00048540707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006058323,0.0011229294,0.00058754964,0.005539198,0.0011495409,0.0029966617,0.0044375784,0.001527586,0.0031711059],"category_scores_gemma":[0.009551456,0.00048060427,0.0005750588,0.003273832,0.0008845225,0.002363705,0.0014040011,0.0010188197,0.0020165874],"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":[0.00017878134,0.0011545424,0.006998338,0.0057837744,0.00008491016,0.00088863773,0.0011334128,0.0041241576,0.019706491,0.0024099706,0.011209339,0.9463277],"study_design_scores_gemma":[0.000088089866,0.002461209,0.024291327,0.019223567,0.00035029824,0.0046099727,0.0038231707,0.0066544376,0.108888984,0.007776485,0.82145774,0.0003747354],"about_ca_topic_score_codex":0.0058740024,"about_ca_topic_score_gemma":0.015146205,"teacher_disagreement_score":0.006058323,"about_ca_system_score_codex":0.0025485307,"about_ca_system_score_gemma":0.003674139,"threshold_uncertainty_score":0.03203982},"labels":[],"label_agreement":null},{"id":"W2066853765","doi":"10.1617/s11527-015-0522-9","title":"Influence of aggregate characteristics on workability of superworkable concrete","year":2015,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":134,"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":"Materials science; Aggregate (composite); Sphere packing; Composite material; Rheology; Sieve (category theory); Compressive strength; Fineness; Surface finish; Superplasticizer; Particle (ecology); Atomic packing factor; Geotechnical engineering; Mathematics; Geology","score_opus":0.012344459388799679,"score_gpt":0.21929600296358534,"score_spread":0.20695154357478565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066853765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99938166,0.000023505205,0.00025190113,0.00000239186,9.789036e-7,9.188444e-7,0.000013188042,0.0000042313827,0.00032117957],"genre_scores_gemma":[0.99980754,0.000009568954,0.000033329183,6.5558396e-7,5.2479385e-7,4.3269426e-7,0.000013900483,0.0000037591785,0.00013034439],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997465,0.000044528653,0.00001425067,0.00004767392,0.00007388424,0.00007307948],"domain_scores_gemma":[0.9979096,0.001165391,0.00034294583,0.00012727185,0.00023524578,0.00021945186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029429168,0.00026528267,0.00026179015,0.0005417265,0.00031772317,0.0005888484,0.00020290955,0.0002803462,0.0025570116],"category_scores_gemma":[0.0017311358,0.0002019314,0.0003068349,0.00041275975,0.0003527921,0.00041642837,0.00033772996,0.0002969299,0.00030531807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023485627,0.0002115695,0.028307755,0.00005472949,0.0000488718,0.00040012682,0.00026248943,0.02859245,0.9304174,0.00038064737,0.000057915007,0.008917392],"study_design_scores_gemma":[0.0000413004,0.001620128,0.21508084,0.000009633041,0.00012876852,0.00026347858,0.0007535377,0.044210624,0.73668224,0.0006352447,0.0005252069,0.000049046892],"about_ca_topic_score_codex":0.0018503714,"about_ca_topic_score_gemma":0.0024164496,"teacher_disagreement_score":0.0025570116,"about_ca_system_score_codex":0.00027178743,"about_ca_system_score_gemma":0.00023595509,"threshold_uncertainty_score":0.008554041},"labels":[],"label_agreement":null},{"id":"W2070944909","doi":"10.1016/j.cemconres.2003.10.024","title":"Self-consolidating concrete incorporating new viscosity modifying admixtures","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":160,"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; Toronto Metropolitan University","funders":"","keywords":"Rheology; Self-consolidating concrete; Materials science; Composite material; Compressive strength; Viscosity; Casting; Slump","score_opus":0.053891945592357764,"score_gpt":0.31105159948587846,"score_spread":0.2571596538935207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070944909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9754794,0.00059551565,0.018565858,0.000032594817,0.00008883703,0.00003840619,0.00006539908,0.00044618145,0.0046877605],"genre_scores_gemma":[0.9792044,0.00021853803,0.015496017,0.000021145655,0.000013641054,0.00001844635,0.000077309254,0.00005103041,0.004899375],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997553,0.000019926725,0.00002114344,0.00005644992,0.00011189936,0.000035251152],"domain_scores_gemma":[0.9996897,0.000039463877,0.00009744078,0.00006626817,0.00005580648,0.000051283918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002723023,0.0004281229,0.00037355695,0.00043117855,0.00016599747,0.0003965463,0.0006650713,0.00035801163,0.0018940432],"category_scores_gemma":[0.00038223653,0.00030928315,0.00029541357,0.00027499555,0.00035643508,0.00065868866,0.00047916017,0.00069743535,0.00039056962],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001798477,0.00015870262,0.00036044107,0.000107718246,0.000019089674,0.000077095465,0.000067652574,0.0038077626,0.981778,0.0019171437,0.00012450264,0.011401907],"study_design_scores_gemma":[0.000028585187,0.00033203303,0.0010807879,0.000006073173,0.000036309513,0.0000872965,0.000012141233,0.0072731376,0.9877493,0.00009050188,0.003288206,0.000015722835],"about_ca_topic_score_codex":0.00048104036,"about_ca_topic_score_gemma":0.0017179111,"teacher_disagreement_score":0.0018940432,"about_ca_system_score_codex":0.0003042247,"about_ca_system_score_gemma":0.00025531516,"threshold_uncertainty_score":0.0063362718},"labels":[],"label_agreement":null},{"id":"W2073639208","doi":"10.1016/j.dental.2014.08.035","title":"Fracture strength of artificially aged zirconia-based crowns","year":2014,"lang":"en","type":"article","venue":"Dental Materials","topic":"Innovations in Concrete and Construction Materials","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 Toronto","funders":"","keywords":"Materials science; Cubic zirconia; Fracture (geology); Composite material; Dentistry; Ceramic; Medicine","score_opus":0.0058467995241084265,"score_gpt":0.20470824076818045,"score_spread":0.198861441244072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073639208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984213,0.00055574503,0.00045495792,0.00000948013,0.000024331748,0.0000052631035,0.00011240118,0.000012500686,0.00040406338],"genre_scores_gemma":[0.99903524,0.00010005253,0.00026448516,0.000007338617,0.0000046095583,0.0000029728924,0.00010276776,0.000004985271,0.00047743364],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943393,0.000044713557,0.000047393325,0.00006937865,0.00029644143,0.00010814249],"domain_scores_gemma":[0.99929154,0.00020139129,0.00012627961,0.00006835077,0.00025118852,0.0000611519],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063380826,0.00035650286,0.00039296824,0.0005815543,0.0002871567,0.00031167723,0.00061778445,0.00067601196,0.0019971451],"category_scores_gemma":[0.0012612136,0.00039373225,0.00042757986,0.0002776204,0.0005672762,0.0002407978,0.00029113487,0.0004935363,0.00023962883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018989437,0.000084380226,0.004255246,0.00015582678,0.00006480722,0.00013722124,0.00018412275,0.0035931468,0.9806593,0.00041728085,0.00014965993,0.00840003],"study_design_scores_gemma":[0.00005215225,0.0019284036,0.044233054,0.00004362764,0.0001539814,0.0003532089,0.00028629377,0.011143642,0.9392699,0.00018464132,0.0023017223,0.000049473714],"about_ca_topic_score_codex":0.0017032656,"about_ca_topic_score_gemma":0.002494329,"teacher_disagreement_score":0.0019971451,"about_ca_system_score_codex":0.00045386315,"about_ca_system_score_gemma":0.00030112005,"threshold_uncertainty_score":0.0066810846},"labels":[],"label_agreement":null},{"id":"W2076255793","doi":"10.1007/bf02480577","title":"Effect of section width and casting rate on variations of formwork pressure of self-consolidating concrete","year":2005,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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":"CARE Canada; Université de Sherbrooke","funders":"","keywords":"Formwork; Self-consolidating concrete; Thixotropy; Materials science; Solid mechanics; Pressure drop; Casting; Composite material; Mechanics","score_opus":0.003917484706962073,"score_gpt":0.2116796606490322,"score_spread":0.20776217594207014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076255793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985202,0.00012462909,0.00070023054,0.000008736252,0.0000102893455,0.0000029489731,0.000072188755,0.00004166867,0.0005192077],"genre_scores_gemma":[0.99925655,0.000062240804,0.00025036203,0.000004773122,0.000005304088,0.0000019378274,0.00004508978,0.000021500187,0.00035225233],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996984,0.000056566667,0.000016849808,0.00007410332,0.0000690379,0.00008509757],"domain_scores_gemma":[0.99650013,0.002573836,0.00030391515,0.00017653288,0.00025113288,0.00019450033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039902647,0.00033629988,0.00040731076,0.0003170469,0.00025299206,0.00043946007,0.00043340254,0.00050999655,0.002073412],"category_scores_gemma":[0.0022197615,0.0004083564,0.00035592317,0.0003560834,0.00048038948,0.00033202957,0.00021941173,0.0005203454,0.00027983187],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00845766,0.0002650354,0.010794059,0.00014083523,0.00005731563,0.00061675254,0.0003509478,0.02038795,0.94107205,0.00022448816,0.00030941897,0.017323477],"study_design_scores_gemma":[0.00008927519,0.0019040733,0.07436392,0.000016811739,0.00017100955,0.0002738438,0.00018189903,0.035803117,0.8862102,0.00010886451,0.00079985365,0.000077116514],"about_ca_topic_score_codex":0.0011037897,"about_ca_topic_score_gemma":0.0010908684,"teacher_disagreement_score":0.002073412,"about_ca_system_score_codex":0.00024213216,"about_ca_system_score_gemma":0.0002099105,"threshold_uncertainty_score":0.006936252},"labels":[],"label_agreement":null},{"id":"W2076527560","doi":"10.1007/s11527-005-9042-3","title":"Effect of casting rate and concrete temperature on formwork pressure of self-consolidating concrete","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Formwork; Self-consolidating concrete; Materials science; Solid mechanics; Casting; Composite material; Cement; Drop (telecommunication); Compressive strength; Engineering","score_opus":0.002956517831101038,"score_gpt":0.20024477245895492,"score_spread":0.19728825462785388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076527560","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984823,0.00016932853,0.00040373288,0.00001251018,0.000013368463,0.000003966889,0.00005863921,0.00003724116,0.00081897195],"genre_scores_gemma":[0.9988456,0.00010136851,0.00022999255,0.0000058945957,0.000009678533,0.0000019103254,0.000052951233,0.000025682188,0.00072692987],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997056,0.0000486137,0.000019952126,0.000053069856,0.000085981,0.000086891865],"domain_scores_gemma":[0.9971886,0.0019713128,0.00025165657,0.00014368923,0.00026023947,0.00018453196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043130617,0.00030336823,0.00045974876,0.0002801383,0.00027228048,0.0005231021,0.00043328688,0.0003751107,0.003203599],"category_scores_gemma":[0.0021968214,0.00047094648,0.00039299746,0.00023976411,0.0004975994,0.0004147352,0.00021829928,0.00056470593,0.00048248278],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00941819,0.00039186678,0.0066995323,0.00019065534,0.000039197035,0.0005716075,0.00037806144,0.010941391,0.95431703,0.00035753264,0.00039099494,0.016304009],"study_design_scores_gemma":[0.000054558233,0.0012338108,0.017749105,0.00000877957,0.00006123901,0.000114338196,0.000087657856,0.015284464,0.96486217,0.000055760607,0.0004530721,0.000035099925],"about_ca_topic_score_codex":0.0016932519,"about_ca_topic_score_gemma":0.0017811863,"teacher_disagreement_score":0.003203599,"about_ca_system_score_codex":0.00029383722,"about_ca_system_score_gemma":0.0003333922,"threshold_uncertainty_score":0.010717094},"labels":[],"label_agreement":null},{"id":"W2079009525","doi":"10.1139/l08-060","title":"Experimental evaluation of an orthotropic, monolithic, modular wooden-dome structural system","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"British Columbia Centre on Substance Use; University of British Columbia","funders":"","keywords":"Structural engineering; Engineering; Structural system; Modular design; Frame (networking); Orthotropic material; Prefabrication; Computer science; Mechanical engineering; Finite element method","score_opus":0.01773573861882675,"score_gpt":0.21630756926374586,"score_spread":0.19857183064491912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079009525","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99723583,0.00003308377,0.0018591882,0.000006245265,0.000009222459,0.000051532337,0.000114093775,0.000029990226,0.00066068233],"genre_scores_gemma":[0.99604106,0.000056731813,0.0024728726,0.000010463201,0.000003012933,0.00004207965,0.0001496868,0.00000906739,0.001214983],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996232,0.000031955416,0.000021774042,0.00008854783,0.00016284855,0.000071602226],"domain_scores_gemma":[0.99935347,0.00011267804,0.000062307125,0.000096419455,0.00027179852,0.00010332811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041998888,0.0004286685,0.00029792238,0.00043850747,0.00039360896,0.00022323772,0.0004687289,0.0004940887,0.0025314183],"category_scores_gemma":[0.0007691654,0.00023201181,0.00017198166,0.00028101253,0.0005005887,0.00034181148,0.00047004616,0.00022482501,0.0004218418],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069752045,0.0008582275,0.0030525932,0.00016930023,0.000016823496,0.00018439688,0.00025275387,0.007877353,0.97578204,0.00017410892,0.00017573473,0.01075913],"study_design_scores_gemma":[0.0001949078,0.02703263,0.04128238,0.000031732852,0.00009191974,0.0003207574,0.0006020522,0.025112806,0.90179706,0.00013549121,0.0033441943,0.00005417377],"about_ca_topic_score_codex":0.0024976886,"about_ca_topic_score_gemma":0.0056123645,"teacher_disagreement_score":0.0025314183,"about_ca_system_score_codex":0.00029489666,"about_ca_system_score_gemma":0.00038887173,"threshold_uncertainty_score":0.0084683895},"labels":[],"label_agreement":null},{"id":"W2079596585","doi":"10.1061/(asce)0899-1561(2006)18:6(786)","title":"Effect of Mixture Consistency on Formwork Pressure Exerted by Highly Flowable Concrete","year":2006,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Formwork; Slump; Cement; Materials science; Geotechnical engineering; Cementitious; Composite material; Consistency (knowledge bases); Aggregate (composite); Self-consolidating concrete; Water–cement ratio; Compressive strength; Geology; Mathematics","score_opus":0.0022552578799241037,"score_gpt":0.1816979731650529,"score_spread":0.17944271528512878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079596585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990845,0.00013919518,0.0005020912,0.0000043559075,0.0000048022994,0.000011599615,0.000029904006,0.000015378897,0.0002082326],"genre_scores_gemma":[0.9987668,0.00008684057,0.000855756,0.0000059266144,0.0000067604515,0.000009486712,0.000046725163,0.0000094835095,0.00021233567],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893826,0.00023685656,0.00010694844,0.00015588058,0.00043507622,0.00012697122],"domain_scores_gemma":[0.9982077,0.00059330655,0.0005990376,0.00012718415,0.00019523667,0.00027758174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009116308,0.0008345005,0.0004497577,0.00048069176,0.00025492327,0.00056774815,0.00035913408,0.00042214614,0.001503885],"category_scores_gemma":[0.0019174753,0.0004325921,0.00033858573,0.0003828185,0.0005169208,0.0006932839,0.00074552547,0.0006196485,0.00017557907],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023744528,0.000279013,0.0038947319,0.00012102476,0.000049419268,0.0001446718,0.00011335661,0.0015733168,0.98678684,0.00006441776,0.000016399114,0.0045823976],"study_design_scores_gemma":[0.00004247362,0.0056419023,0.012480311,0.0000074684162,0.00008172284,0.00010390811,0.000048723097,0.0011009892,0.9801358,0.000019205969,0.000315513,0.000021886515],"about_ca_topic_score_codex":0.0004117884,"about_ca_topic_score_gemma":0.0005640228,"teacher_disagreement_score":0.001503885,"about_ca_system_score_codex":0.00023247108,"about_ca_system_score_gemma":0.00024609204,"threshold_uncertainty_score":0.0050309896},"labels":[],"label_agreement":null},{"id":"W2080416292","doi":"10.1108/01439910010315391","title":"Robots improve the quality and cost‐effectiveness of composite structures","year":2000,"lang":"en","type":"article","venue":"Industrial Robot the international journal of robotics research and application","topic":"Innovations in Concrete and Construction Materials","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":"AS Composite (Canada)","funders":"","keywords":"Robot; Aerospace; Quality (philosophy); Composite number; Computer science; Systems engineering; Manufacturing engineering; Engineering; Risk analysis (engineering); Reliability engineering; Construction engineering; Artificial intelligence; Aerospace engineering; Business; Physics","score_opus":0.10454348395207243,"score_gpt":0.39123969607229125,"score_spread":0.28669621212021884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080416292","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10506136,0.033562806,0.6261274,0.0051302398,0.0014176655,0.00030384667,0.00018941265,0.002253176,0.22595406],"genre_scores_gemma":[0.43336383,0.027516622,0.38077566,0.0016756409,0.00048449068,0.00026437754,0.00025634028,0.0006679442,0.15499513],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941957,0.000057691115,0.000020919262,0.00004930932,0.00039006345,0.00006246338],"domain_scores_gemma":[0.9992174,0.00041674767,0.00009690195,0.00006800131,0.00018210718,0.000018743784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008422289,0.00064038474,0.00033407056,0.0012175987,0.00072953186,0.0010374181,0.00040830168,0.0011880983,0.0035482042],"category_scores_gemma":[0.00090452173,0.0003108955,0.0004717573,0.00042461758,0.0011397337,0.0013537729,0.00053663534,0.00068871013,0.0022998005],"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":[0.00022403614,0.00023351256,0.0016303951,0.0009126745,0.00004043458,0.00041009788,0.0006506069,0.029198527,0.1970411,0.10082411,0.017767886,0.6510666],"study_design_scores_gemma":[0.00005795106,0.0012563893,0.004885443,0.00021402272,0.00006465636,0.0013041042,0.0004162489,0.028644836,0.34305742,0.0316334,0.58833534,0.00013011512],"about_ca_topic_score_codex":0.0010549503,"about_ca_topic_score_gemma":0.003054439,"teacher_disagreement_score":0.0035482042,"about_ca_system_score_codex":0.00074872613,"about_ca_system_score_gemma":0.0005376937,"threshold_uncertainty_score":0.011869907},"labels":[],"label_agreement":null},{"id":"W2081666297","doi":"10.1061/(asce)0899-1561(2003)15:4(391)","title":"Correlation of Rheological Properties to Durability and Strength of Hardened Concrete","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":false,"ca_institutions":"National Research Council Canada; Carleton University; McMaster University","funders":"","keywords":"Durability; Sorptivity; Materials science; Rheology; Cement; Formwork; Compressive strength; Properties of concrete; Composite material; Consolidation (business); Cracking; Superplasticizer; Geotechnical engineering; Geology","score_opus":0.011094456129527412,"score_gpt":0.19786433464796446,"score_spread":0.18676987851843704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081666297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941456,0.00009548291,0.00030993397,0.000001706526,8.800232e-7,0.00000631777,0.000022832479,0.0000053891868,0.00014295608],"genre_scores_gemma":[0.9993968,0.000055850494,0.00028323053,0.0000020815553,9.655715e-7,0.0000034519105,0.000062729516,0.0000029501493,0.00019191882],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997681,0.000044082448,0.000027834341,0.000040023315,0.0000846532,0.000035277768],"domain_scores_gemma":[0.99862766,0.0003926463,0.0005009218,0.00015638712,0.00019250039,0.00012985985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042800113,0.00028210774,0.00024895015,0.0006154871,0.00010926753,0.00031442987,0.00016005822,0.0003027733,0.0011314803],"category_scores_gemma":[0.0017868835,0.00021971526,0.0002136931,0.00022567419,0.00030552482,0.00034177434,0.00023864386,0.00043195524,0.00030519904],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006356321,0.00031598192,0.08840072,0.000060473794,0.000059020997,0.00019448115,0.0000970507,0.0020958884,0.8996575,0.000083024686,0.000026264423,0.0083739245],"study_design_scores_gemma":[0.00003602484,0.002479128,0.44255108,0.000009370694,0.000058025515,0.0005737742,0.00010884133,0.006185281,0.54747504,0.000117091084,0.00037768923,0.00002868231],"about_ca_topic_score_codex":0.0004392915,"about_ca_topic_score_gemma":0.00050990324,"teacher_disagreement_score":0.0011314803,"about_ca_system_score_codex":0.00016034387,"about_ca_system_score_gemma":0.00010209433,"threshold_uncertainty_score":0.0037851334},"labels":[],"label_agreement":null},{"id":"W2083381287","doi":"10.1617/s11527-012-9856-8","title":"Field-oriented test methods to evaluate structural build-up at rest of flowable mortar and concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":60,"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":"Thixotropy; Slump; Mortar; Solid mechanics; Formwork; Materials science; Concrete slump test; Structural engineering; Repeatability; Composite material; Geotechnical engineering; Cement; Self-consolidating concrete; Engineering; Mathematics; Compressive strength","score_opus":0.013999672266381638,"score_gpt":0.30098049932645526,"score_spread":0.2869808270600736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083381287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6595012,0.00020230428,0.33473796,0.00002188928,0.0000350901,0.00032388524,0.00068679394,0.0006866492,0.0038042655],"genre_scores_gemma":[0.95445514,0.00011092797,0.043192003,0.000024150311,0.000007985268,0.00024536203,0.0005332834,0.00005387556,0.0013773569],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941945,0.00015303127,0.000030302259,0.00008044962,0.00026840693,0.000048456222],"domain_scores_gemma":[0.99685895,0.0013195815,0.00042106953,0.00028136428,0.00096289604,0.0001561304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010584878,0.00091033796,0.00035291523,0.0018585057,0.0003226865,0.0002920222,0.00092308386,0.00054643763,0.0017664816],"category_scores_gemma":[0.0017576455,0.00022715639,0.00028260064,0.00085261295,0.00043705417,0.00042436406,0.00037206657,0.0002860108,0.00023208106],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027596252,0.0022749936,0.029117968,0.00037495035,0.000109554756,0.00023948248,0.00037781903,0.07651095,0.76084065,0.0025044866,0.0006889263,0.124200635],"study_design_scores_gemma":[0.00030507217,0.006314064,0.052526355,0.00004876469,0.00013600528,0.00046163605,0.00035099982,0.2325584,0.7042397,0.0011570122,0.0018012319,0.000100692734],"about_ca_topic_score_codex":0.0022145852,"about_ca_topic_score_gemma":0.0036282488,"teacher_disagreement_score":0.0022145852,"about_ca_system_score_codex":0.00045033832,"about_ca_system_score_gemma":0.00039005556,"threshold_uncertainty_score":0.005909443},"labels":[],"label_agreement":null},{"id":"W2085853576","doi":"10.1115/imece2014-39549","title":"Investigation of Dynamic and Control of Robots’ Cooperation in Assembling Process","year":2014,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Concordia University","funders":"","keywords":"Process (computing); Robot; Inertia; Frame (networking); Computer science; Controller (irrigation); Robotics; Control engineering; Control theory (sociology); Motion control; Artificial intelligence; Control (management); Engineering; Classical mechanics; Physics","score_opus":0.006991899653608329,"score_gpt":0.21571500937667878,"score_spread":0.20872310972307045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085853576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55942935,0.00035329934,0.41843185,0.00024033632,0.000040753603,0.00006702614,0.000025774209,0.00019989866,0.021211676],"genre_scores_gemma":[0.99690104,0.00004156561,0.0021560304,0.000004880917,0.0000028156755,0.000014797132,0.0000043185737,0.000003961321,0.00087053503],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996314,0.00007818155,0.000011139441,0.000090342495,0.00011147609,0.00007750185],"domain_scores_gemma":[0.99934036,0.00024012188,0.00018423799,0.000046070214,0.0001260341,0.000063105785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054359244,0.00042977819,0.00041455592,0.00029961034,0.00047398894,0.0007228447,0.00052888104,0.00046929784,0.0014551239],"category_scores_gemma":[0.0013972331,0.00020912521,0.0003060992,0.00015409118,0.0007512466,0.00043241048,0.00075643207,0.00038662012,0.00016981846],"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":[0.00040419263,0.00018548772,0.003752292,0.00019333747,0.00008463027,0.0010497451,0.0010905052,0.8048385,0.1160033,0.033532605,0.0006314601,0.03823395],"study_design_scores_gemma":[0.000007932608,0.00012166022,0.001102773,0.000004717945,0.000008786536,0.000047461526,0.00008442443,0.99398535,0.0025817384,0.0016477844,0.00040059627,0.000006801205],"about_ca_topic_score_codex":0.0025888165,"about_ca_topic_score_gemma":0.0011952075,"teacher_disagreement_score":0.0025888165,"about_ca_system_score_codex":0.0003521642,"about_ca_system_score_gemma":0.00044366167,"threshold_uncertainty_score":0.005147457},"labels":[],"label_agreement":null},{"id":"W2086182752","doi":"10.1007/bf02479648","title":"Testing and performance of fiber-reinforced, self-consolidating concrete","year":2000,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":106,"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":"Self-consolidating concrete; Materials science; Composite material; Rheology; Slump; Toughness; Superplasticizer; Cementitious; Flexural strength; Compressive strength; Consolidation (business); Fiber-reinforced concrete; Curing (chemistry); Metakaolin; Fiber; Cement","score_opus":0.007407846884269087,"score_gpt":0.19818680064198232,"score_spread":0.19077895375771323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086182752","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99845207,0.000043801338,0.0010070979,0.0000074765935,0.000007824165,0.000015626965,0.000044784883,0.000059643375,0.0003616267],"genre_scores_gemma":[0.99705756,0.000051186467,0.0013988911,0.0000064122873,0.0000032106125,0.000010317713,0.00014271132,0.0000233209,0.0013063278],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99798954,0.00021345391,0.00013977772,0.00033149388,0.0010454745,0.00028026002],"domain_scores_gemma":[0.9965444,0.00095128926,0.00040280368,0.0003961292,0.0012789933,0.00042636445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012531846,0.00092869677,0.0005676064,0.00085752225,0.0006077008,0.00032769705,0.0011411166,0.0011204632,0.0015614793],"category_scores_gemma":[0.0031337943,0.000530894,0.0005381592,0.00047611565,0.0008363034,0.0008887813,0.00058977597,0.00045963112,0.0004461618],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009999541,0.00043703528,0.0068270625,0.00009073916,0.000038139002,0.0001905523,0.00049845665,0.008077231,0.973132,0.00017023772,0.00009235296,0.009446105],"study_design_scores_gemma":[0.000061693645,0.0035986805,0.015204197,0.0000093727385,0.000053709766,0.00014294698,0.0001366438,0.017365154,0.96280766,0.000054807973,0.0005371425,0.0000279458],"about_ca_topic_score_codex":0.005033577,"about_ca_topic_score_gemma":0.00649151,"teacher_disagreement_score":0.005033577,"about_ca_system_score_codex":0.00052390475,"about_ca_system_score_gemma":0.0007228705,"threshold_uncertainty_score":0.0100085735},"labels":[],"label_agreement":null},{"id":"W2089095821","doi":"10.1680/macr.2007.59.7.517","title":"Influence of paste/mortar rheology on the flow characteristics of high-volume fly ash self-consolidating concrete","year":2007,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovations in Concrete and Construction Materials","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":"Natural Resources Canada; Toronto Metropolitan University","funders":"","keywords":"Rheology; Materials science; Self-consolidating concrete; Mortar; Fly ash; Composite material; Slump; Superplasticizer; Silica fume; Cement; Compressive strength","score_opus":0.019422278801789317,"score_gpt":0.27966805653976995,"score_spread":0.26024577773798063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089095821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994197,0.000100767116,0.00031399773,0.0000027038577,0.000002066205,0.0000045920365,0.000019891784,0.000007673737,0.00012877215],"genre_scores_gemma":[0.9996364,0.000049889495,0.00014636235,0.0000024908163,0.0000011729607,0.0000019047657,0.000035163794,0.000002817629,0.000123769],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986684,0.000029877432,0.000010954395,0.00002831151,0.00004327018,0.00002068815],"domain_scores_gemma":[0.99965966,0.000118256336,0.00009147392,0.000016579268,0.00004950986,0.00006456503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002500048,0.00027784865,0.00021438778,0.00030474024,0.00010066225,0.00028787958,0.00007309114,0.00016915523,0.0004045235],"category_scores_gemma":[0.0005476656,0.00012641947,0.00016412565,0.00012505744,0.00018902567,0.00022222282,0.00009512747,0.0002999353,0.00012016649],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004499298,0.00011314018,0.010573499,0.00003409391,0.000019169653,0.00010224279,0.000060668714,0.00092308386,0.98391044,0.000019639227,0.000015944863,0.003778138],"study_design_scores_gemma":[0.000017067154,0.0019591902,0.15151319,0.000008772106,0.00006042136,0.0001701626,0.00009020873,0.007977255,0.8378219,0.000017342123,0.00034618154,0.000018298495],"about_ca_topic_score_codex":0.00091570534,"about_ca_topic_score_gemma":0.0010224467,"teacher_disagreement_score":0.00091570534,"about_ca_system_score_codex":0.00013385889,"about_ca_system_score_gemma":0.00010410427,"threshold_uncertainty_score":0.0018207431},"labels":[],"label_agreement":null},{"id":"W2095488528","doi":"10.3166/rcma.20.81-102","title":"Caractérisation du comportement par flexion de matériaux composites unidirectionnels verre/époxyde. Sollicitation hors axes","year":2010,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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; Composite material","score_opus":0.034535663645460166,"score_gpt":0.2692673486365736,"score_spread":0.2347316849911134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095488528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98566645,0.0007325461,0.007880196,0.000052489162,0.000047802365,0.000013861024,0.00017726769,0.0002972897,0.0051321224],"genre_scores_gemma":[0.99445266,0.00016032998,0.0030159114,0.000008437744,0.000004053388,0.0000077953955,0.00011367308,0.000039855808,0.0021972756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997559,0.000020586962,0.00000746178,0.00006547473,0.00009020402,0.00006025835],"domain_scores_gemma":[0.9995179,0.00020194626,0.000065977634,0.000042812793,0.00012608053,0.000045218632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002811079,0.00052339985,0.00028951865,0.00045638508,0.00050658593,0.0005939917,0.0003940811,0.0005620348,0.009744632],"category_scores_gemma":[0.00062144344,0.00030485383,0.00028046436,0.0003348074,0.0006756339,0.00037674114,0.00026132906,0.00040471504,0.0007942398],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008320775,0.0000781138,0.003535544,0.00011170808,0.000016194828,0.00075407815,0.000425977,0.005754675,0.97510046,0.0006964299,0.00040601447,0.012288775],"study_design_scores_gemma":[0.00004524743,0.00069031835,0.049926028,0.000028559522,0.000044303215,0.0009367688,0.0006762727,0.03517664,0.9075169,0.00038261662,0.004519667,0.000056682078],"about_ca_topic_score_codex":0.004620489,"about_ca_topic_score_gemma":0.0042226077,"teacher_disagreement_score":0.009744632,"about_ca_system_score_codex":0.00032690418,"about_ca_system_score_gemma":0.00026684397,"threshold_uncertainty_score":0.03259909},"labels":[],"label_agreement":null},{"id":"W2096126367","doi":"10.1051/mattech:2006010","title":"Attaques chimique et biologique des effluents agricoles et agroalimentaires sur les matériaux cimentaires","year":2005,"lang":"fr","type":"article","venue":"Matériaux & Techniques","topic":"Innovations in Concrete and Construction Materials","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":"Université Laval","funders":"","keywords":"Chemistry; Art; Humanities; Molecular biology; Biology","score_opus":0.03504321768708099,"score_gpt":0.28923656517573715,"score_spread":0.2541933474886562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096126367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973701,0.00052421045,0.00087614555,0.000024357203,0.0000060514863,0.000007538339,0.000077202225,0.000016994147,0.0010974006],"genre_scores_gemma":[0.99270517,0.0008584164,0.001623679,0.00003796678,0.000006715924,0.000027410913,0.00015730162,0.00001760953,0.004565633],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975306,0.00004049287,0.000010833782,0.00005924368,0.000091533606,0.000044872068],"domain_scores_gemma":[0.9997732,0.00007415178,0.00004625803,0.000014046951,0.000075727374,0.00001666533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028700483,0.00037918895,0.00025114056,0.00033803613,0.00034457928,0.00043681177,0.00019556949,0.00030973845,0.0014903601],"category_scores_gemma":[0.00041683667,0.00022733645,0.00025081274,0.00038341404,0.0002737337,0.00019182196,0.00020535318,0.0003853005,0.00025955413],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009107516,0.000005817428,0.0012950744,0.00005341201,0.00000579377,0.00004201579,0.000082360486,0.00019253563,0.99637884,0.000024633846,0.000012773682,0.0018156838],"study_design_scores_gemma":[0.00000724665,0.00033931376,0.0423162,0.000022279462,0.000031345542,0.00009821679,0.0002875769,0.0009937582,0.95247215,0.000040734798,0.0033806518,0.000010467499],"about_ca_topic_score_codex":0.0045306827,"about_ca_topic_score_gemma":0.0053647514,"teacher_disagreement_score":0.0045306827,"about_ca_system_score_codex":0.00043608368,"about_ca_system_score_gemma":0.00017160868,"threshold_uncertainty_score":0.009008586},"labels":[],"label_agreement":null},{"id":"W2099662974","doi":"10.1016/j.cemconcomp.2014.02.003","title":"Field validation of models for predicting lateral form pressure exerted by SCC","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University; University of Ottawa; Université de Sherbrooke; EllisDon (Canada)","funders":"","keywords":"Formwork; Hydrostatic pressure; Casting; Hydrostatic equilibrium; Field (mathematics); Self-consolidating concrete; Structural engineering; Range (aeronautics); Materials science; Computer science; Engineering; Mechanics; Mathematics; Composite material; Physics","score_opus":0.009046081122027904,"score_gpt":0.2066985741365646,"score_spread":0.1976524930145367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099662974","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9859502,0.000078704594,0.010334644,0.000060069877,0.000029699788,0.00007143012,0.0006316061,0.00044306502,0.0024006946],"genre_scores_gemma":[0.9975247,0.000029001474,0.0016610012,0.0000054340776,0.0000030324913,0.00003358777,0.00021926721,0.000015446563,0.00050850585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949646,0.0001284025,0.00004208604,0.00012888735,0.00013379099,0.000070364804],"domain_scores_gemma":[0.99672097,0.0021033625,0.0001230172,0.00027578013,0.0006698297,0.00010718379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017548659,0.0009693948,0.0007033575,0.00084754033,0.00076744525,0.0007579846,0.001514115,0.0015559351,0.0019690918],"category_scores_gemma":[0.002294387,0.0005136482,0.0006691356,0.0007118416,0.00073796144,0.0008251298,0.00045399967,0.000994674,0.00043490817],"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":[0.00029001746,0.000552841,0.0075870384,0.00006986608,0.000025591058,0.00005318346,0.00007521616,0.9715945,0.009155089,0.0002989646,0.00044045437,0.009857162],"study_design_scores_gemma":[0.000046320238,0.00017074448,0.0017457493,0.0000039433376,0.000006698407,0.0000046914474,0.000020781523,0.9916648,0.0061427667,0.000060536222,0.00012284385,0.000010079475],"about_ca_topic_score_codex":0.048871916,"about_ca_topic_score_gemma":0.027152123,"teacher_disagreement_score":0.048871916,"about_ca_system_score_codex":0.0014883858,"about_ca_system_score_gemma":0.001317126,"threshold_uncertainty_score":0.09717488},"labels":[],"label_agreement":null},{"id":"W2113339278","doi":"10.1680/macr.13.00184","title":"Evaluation of SCC yield stress from L-box test using the dam break model","year":2013,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"Isfahan University of Technology; Precast/Prestressed Concrete Institute","keywords":"Rebar; Yield (engineering); Bingham plastic; Rheology; Stress (linguistics); Structural engineering; Flow (mathematics); Blocking (statistics); Geotechnical engineering; Engineering; Materials science; Mechanics; Mathematics; Composite material; Statistics; Physics","score_opus":0.12371625278627495,"score_gpt":0.35376937314107754,"score_spread":0.23005312035480258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113339278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9310252,0.0004691962,0.0637619,0.00005689923,0.00005282834,0.000078346944,0.000546098,0.0009895707,0.0030199697],"genre_scores_gemma":[0.9942834,0.00018145783,0.0039233435,0.000013789563,0.0000070656647,0.000047876685,0.00026709228,0.00004223197,0.0012336855],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989177,0.00007492771,0.000057882306,0.00012087871,0.0007375301,0.0000910396],"domain_scores_gemma":[0.9988403,0.00026305244,0.00023041549,0.00015970174,0.0004398645,0.00006672499],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009115448,0.00079884223,0.00042248872,0.0012176196,0.00023505892,0.0003892009,0.00068719266,0.0005603782,0.002767068],"category_scores_gemma":[0.0013096712,0.00023762282,0.00043720187,0.0007165836,0.00041642107,0.000679096,0.00057227677,0.0004086048,0.0007051848],"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":[0.0006474118,0.00030178778,0.025871268,0.00028624196,0.000043792475,0.0005814366,0.0005815911,0.055028882,0.86112654,0.0011228212,0.00085149345,0.05355669],"study_design_scores_gemma":[0.000031362986,0.0017167187,0.058893368,0.000047492016,0.00006263311,0.0002292956,0.00041776476,0.3309206,0.6049054,0.00042571995,0.002241292,0.0001082744],"about_ca_topic_score_codex":0.0010477703,"about_ca_topic_score_gemma":0.0016934855,"teacher_disagreement_score":0.002767068,"about_ca_system_score_codex":0.00039770038,"about_ca_system_score_gemma":0.00037109788,"threshold_uncertainty_score":0.009256721},"labels":[],"label_agreement":null},{"id":"W2114894169","doi":"10.1002/suco.201100014","title":"History and overview of fabric formwork: using fabrics for concrete casting","year":2011,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":131,"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":"Formwork; Engineering; Construction engineering; Key (lock); Civil engineering; Computer science; Computer security","score_opus":0.1204590093436461,"score_gpt":0.27305320134182426,"score_spread":0.15259419199817814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114894169","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022490885,0.5410868,0.018503157,0.00363284,0.0017721807,0.00008066174,0.00025955422,0.0001307868,0.4120431],"genre_scores_gemma":[0.2547984,0.64682317,0.013328461,0.0014049228,0.0015502102,0.00009744742,0.00034816234,0.00015501835,0.08149422],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990639,0.00028149146,0.000093864626,0.00020428748,0.00027937707,0.00007709416],"domain_scores_gemma":[0.99924135,0.00046004867,0.00007502808,0.00006451499,0.00012250585,0.00003661804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009708803,0.00043840025,0.00024101303,0.0031792056,0.00097154704,0.0023996113,0.00037391772,0.00094408507,0.0057484694],"category_scores_gemma":[0.0013495069,0.00031493328,0.00017794438,0.004573847,0.0029736084,0.0021066924,0.0011818678,0.0015493488,0.0012152086],"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":[0.00011689867,0.000089351954,0.00149945,0.0030437545,0.00001794954,0.00049546023,0.0056544715,0.0017787213,0.0037097551,0.43420115,0.020488158,0.5289049],"study_design_scores_gemma":[0.0000018568684,0.000036072917,0.0013044311,0.00085890223,0.0000048300944,0.00039151037,0.00047044884,0.00020687879,0.0019401612,0.00583858,0.9889314,0.000014794247],"about_ca_topic_score_codex":0.0030634445,"about_ca_topic_score_gemma":0.003647827,"teacher_disagreement_score":0.0057484694,"about_ca_system_score_codex":0.0022076764,"about_ca_system_score_gemma":0.001121788,"threshold_uncertainty_score":0.019230604},"labels":[],"label_agreement":null},{"id":"W2121420497","doi":"10.24908/pceea.v0i0.3987","title":"DESIGN OPTIMIZATION OF A COMPOSITE REBAR FOR THE REINFORCEMENT OF CONCRETE","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Canadian Engineering Education Association (CEEA)","topic":"Innovations in Concrete and Construction Materials","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; Rebar; Interlock; Structural engineering; Composite number; Rod; Finite element method; Materials science; Tension (geology); Cylinder; RADIUS; Composite material; Compression (physics); Engineering; Computer science; Mechanical engineering","score_opus":0.014592302287382118,"score_gpt":0.19158609748933964,"score_spread":0.17699379520195752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121420497","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2692724,0.0009946446,0.7132393,0.0001102899,0.00007197592,0.00017529802,0.00009157971,0.00045469144,0.015589861],"genre_scores_gemma":[0.8087467,0.00040569622,0.18408488,0.000037921673,0.000015305004,0.00016386015,0.000084458494,0.0001518921,0.006309244],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997602,0.000057621524,0.000007584575,0.000037211732,0.00009875425,0.00003851589],"domain_scores_gemma":[0.9998018,0.00005674093,0.00006240712,0.000011002837,0.00005227614,0.000015705426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052216084,0.0008883901,0.0005605582,0.0007701567,0.00020941974,0.0005433076,0.0005246489,0.0007827511,0.0021216604],"category_scores_gemma":[0.00049531774,0.00046643772,0.0005452722,0.00025664087,0.00027771172,0.0003389693,0.00032508947,0.0003767643,0.00050608977],"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":[0.00014607808,0.00011146798,0.00060959137,0.0002561045,0.000037477617,0.00016239157,0.000057967034,0.8385969,0.1227279,0.0030773203,0.00033377757,0.03388307],"study_design_scores_gemma":[0.000043027376,0.00064941484,0.0010113193,0.000030662603,0.000056218978,0.00010242412,0.000055484634,0.96584755,0.0268814,0.0006667697,0.00463218,0.00002352634],"about_ca_topic_score_codex":0.00056706375,"about_ca_topic_score_gemma":0.0014273076,"teacher_disagreement_score":0.0021216604,"about_ca_system_score_codex":0.00044798537,"about_ca_system_score_gemma":0.00046733403,"threshold_uncertainty_score":0.0070976615},"labels":[],"label_agreement":null},{"id":"W2122359601","doi":"10.1139/l09-155","title":"Flowing ability of self-consolidating concrete and its binder paste and mortar components incorporating rice husk ash","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Mortar; Husk; Slump; Materials science; Composite material; Self-consolidating concrete; Concrete slump test; Flow (mathematics); Superplasticizer; Cement; Compressive strength; Mathematics","score_opus":0.007378771061459151,"score_gpt":0.18416930587276684,"score_spread":0.1767905348113077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122359601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99794286,0.0004471379,0.0008032368,0.000004851435,0.0000028662857,0.000010397958,0.000038536542,0.000020656023,0.0007294333],"genre_scores_gemma":[0.99631447,0.00035180704,0.0016486507,0.0000054029033,0.0000024679953,0.0000050146077,0.00013656523,0.0000098575865,0.001525717],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999782,0.000029096807,0.000018677447,0.00003644347,0.00010104215,0.00003267604],"domain_scores_gemma":[0.999754,0.000040606366,0.000077735815,0.000010896543,0.000067951136,0.00004880922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029418844,0.00032986392,0.0002062468,0.00039914003,0.00012304913,0.00020105534,0.00016015822,0.00013781185,0.0007881446],"category_scores_gemma":[0.00036611073,0.00012988906,0.0002507575,0.00017135753,0.00020733595,0.00032588973,0.00013812995,0.0002625105,0.00015972646],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015707187,0.000031333348,0.002279617,0.00006050251,0.000011594976,0.000030884366,0.000056133067,0.00044782218,0.9916164,0.00006806224,0.000019351506,0.0052211517],"study_design_scores_gemma":[0.0000059762165,0.00068055483,0.013625566,0.000006942509,0.00004808993,0.000079154146,0.000035159967,0.001940336,0.9828121,0.00001798306,0.00073818944,0.000010037299],"about_ca_topic_score_codex":0.0030196141,"about_ca_topic_score_gemma":0.008635581,"teacher_disagreement_score":0.0030196141,"about_ca_system_score_codex":0.00022684646,"about_ca_system_score_gemma":0.00025440563,"threshold_uncertainty_score":0.0060040355},"labels":[],"label_agreement":null},{"id":"W2129426600","doi":"10.1139/l2012-025","title":"Constitutive flow models for characterizing the rheology of fresh mortar and concrete","year":2013,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; McMaster University","keywords":"Rheology; Mortar; Constitutive equation; Materials science; Experimental data; Flow (mathematics); Mechanics; Particle (ecology); Bingham plastic; Geotechnical engineering; Composite material; Structural engineering; Engineering; Mathematics; Geology; Physics; Finite element method; Statistics","score_opus":0.009559395399929406,"score_gpt":0.1770070998433899,"score_spread":0.1674477044434605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129426600","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013031884,0.00076764403,0.9758514,0.0001744647,0.00008112744,0.00018498139,0.00052161375,0.00044251117,0.008944276],"genre_scores_gemma":[0.5439951,0.004466882,0.41391823,0.00023653061,0.00023367263,0.0014240808,0.0021780012,0.00038234494,0.033165164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999435,0.00007354823,0.000042753592,0.00008328766,0.0003210733,0.000044313205],"domain_scores_gemma":[0.99937063,0.00027347452,0.00012522678,0.000068545494,0.0001451515,0.000017077558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009708914,0.0009480371,0.00063840486,0.001463349,0.00037069956,0.0008975279,0.0015344006,0.0013481523,0.001616987],"category_scores_gemma":[0.0024972076,0.00053267746,0.0010166251,0.000800912,0.0005411245,0.0014261962,0.00042299993,0.0013362692,0.0008233131],"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":[0.00003414943,0.00015723666,0.0013857287,0.00015903793,0.000028767374,0.0001443804,0.00023959909,0.7510616,0.03033744,0.14984098,0.0025359085,0.06407521],"study_design_scores_gemma":[0.0000074171635,0.000025373072,0.0005862593,0.000023739698,0.000015860976,0.00007520475,0.000021824719,0.97673666,0.0039492846,0.009343063,0.00919665,0.000018590088],"about_ca_topic_score_codex":0.0052921018,"about_ca_topic_score_gemma":0.0052921264,"teacher_disagreement_score":0.0052921018,"about_ca_system_score_codex":0.0009336869,"about_ca_system_score_gemma":0.0010390858,"threshold_uncertainty_score":0.010522544},"labels":[],"label_agreement":null},{"id":"W2129838041","doi":"10.1016/j.dental.2013.08.092","title":"Degree of conversion of resin cements under a clinical simulate setting","year":2013,"lang":"en","type":"article","venue":"Dental Materials","topic":"Innovations in Concrete and Construction Materials","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","funders":"","keywords":"Materials science; Degree (music); Composite material","score_opus":0.03234496328756204,"score_gpt":0.2830374643594291,"score_spread":0.2506925010718671,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129838041","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99256986,0.000651516,0.0011677236,0.000054964825,0.000037604557,0.00005376981,0.00021162201,0.00006704409,0.0051858453],"genre_scores_gemma":[0.9973713,0.00017955161,0.0007019213,0.000025026497,0.000012529661,0.000013604374,0.00011924521,0.000015817497,0.0015610438],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99828464,0.0004854768,0.00018145061,0.0002781082,0.00050799863,0.00026227575],"domain_scores_gemma":[0.99569136,0.0023511974,0.00041048907,0.00036257415,0.0008147298,0.00036964595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00138829,0.0003614696,0.00025113675,0.0006449792,0.00047270663,0.0006179408,0.0003905631,0.000779674,0.009091346],"category_scores_gemma":[0.0051674396,0.0005366292,0.00036109125,0.0004517626,0.0010883585,0.000644706,0.0006184717,0.00073666923,0.0012009043],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.017665688,0.0007820705,0.019761428,0.00031135656,0.00006368161,0.0010912495,0.0013532169,0.002374698,0.9248161,0.0010085249,0.0005077606,0.03026409],"study_design_scores_gemma":[0.00008708918,0.0071295705,0.07449682,0.000030102785,0.00012152451,0.0013868386,0.0010312112,0.0023106176,0.90902644,0.0003570879,0.0039392067,0.000083515],"about_ca_topic_score_codex":0.0012347044,"about_ca_topic_score_gemma":0.0016074292,"teacher_disagreement_score":0.009091346,"about_ca_system_score_codex":0.0002891446,"about_ca_system_score_gemma":0.000622219,"threshold_uncertainty_score":0.030413568},"labels":[],"label_agreement":null},{"id":"W2138547041","doi":"10.1139/l10-026","title":"Case study of a synchronous hydraulic jack-up system for constructing high-rise residential buildings","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":10,"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":"Truss; Schedule; Lift (data mining); Engineering; Civil engineering; Construction engineering; Process (computing); Hydraulic structure; Computer science; Systems engineering","score_opus":0.007159290679908199,"score_gpt":0.1983014897723746,"score_spread":0.1911421990924664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138547041","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96101624,0.000098275,0.0243138,0.00034605357,0.000030293659,0.00027095422,0.00017933453,0.00017521653,0.013569932],"genre_scores_gemma":[0.9645554,0.0001107769,0.027664572,0.000027805958,0.000010027821,0.00007270256,0.00011033765,0.00004257053,0.0074057244],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988128,0.00048193664,0.00005185568,0.0000961898,0.00036250902,0.00019456964],"domain_scores_gemma":[0.99877113,0.0005130063,0.00009069168,0.00018071062,0.00015084457,0.0002934966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011313678,0.0006269693,0.00035619267,0.00073701056,0.003573841,0.0009112261,0.0018208051,0.0025809496,0.0048501943],"category_scores_gemma":[0.0015972812,0.00042420288,0.0005167848,0.00082387193,0.0014065532,0.00091788964,0.001045374,0.00081579847,0.0008984109],"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":[0.0016511749,0.005060153,0.068838105,0.0016423818,0.00018950213,0.26114285,0.02922531,0.35793945,0.075998336,0.030926628,0.015472419,0.15191366],"study_design_scores_gemma":[0.000660052,0.008583024,0.09640022,0.0003891409,0.00033642334,0.066106275,0.08964051,0.42288095,0.13542677,0.009477377,0.16959698,0.0005022641],"about_ca_topic_score_codex":0.009643475,"about_ca_topic_score_gemma":0.035303675,"teacher_disagreement_score":0.009643475,"about_ca_system_score_codex":0.001340665,"about_ca_system_score_gemma":0.0013360032,"threshold_uncertainty_score":0.019174695},"labels":[],"label_agreement":null},{"id":"W2141426448","doi":"10.1016/j.dental.2013.08.011","title":"Influence of ceramic shades on hardness of different resin cements","year":2013,"lang":"en","type":"article","venue":"Dental Materials","topic":"Innovations in Concrete and Construction Materials","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":"Western University","funders":"","keywords":"Materials science; Ceramic; Composite material","score_opus":0.007763594337789058,"score_gpt":0.21361664591585636,"score_spread":0.2058530515780673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141426448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981377,0.00031412122,0.00024702703,0.000013895157,0.000022062008,0.000008142813,0.000057551937,0.000017255803,0.0011823111],"genre_scores_gemma":[0.9984175,0.00010049705,0.00037139314,0.000019072819,0.000015265692,0.000005304777,0.000049589024,0.000033791082,0.0009875875],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99934393,0.00011546139,0.000053029915,0.00011789777,0.00022468685,0.0001450556],"domain_scores_gemma":[0.9973225,0.0015955361,0.00023932598,0.00016289529,0.00035923778,0.0003204478],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005125419,0.00041153628,0.00040667967,0.00027124537,0.00037360413,0.00052267,0.0002685796,0.00036753874,0.0054241],"category_scores_gemma":[0.002363742,0.0005462663,0.0004769583,0.00027778719,0.00064797234,0.00042088705,0.0003589174,0.00072783465,0.000416911],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0069956756,0.00021221902,0.008307344,0.0002554921,0.00006403966,0.00023832046,0.0006412736,0.00092202297,0.97236425,0.0001972267,0.00020427305,0.009597914],"study_design_scores_gemma":[0.00010386422,0.0040294374,0.11345595,0.000018609155,0.00025791262,0.0002678337,0.0007531922,0.0018093197,0.87681943,0.00016191637,0.0022562572,0.00006622582],"about_ca_topic_score_codex":0.00090317486,"about_ca_topic_score_gemma":0.0017716711,"teacher_disagreement_score":0.0054241,"about_ca_system_score_codex":0.0002476266,"about_ca_system_score_gemma":0.0003326084,"threshold_uncertainty_score":0.018145442},"labels":[],"label_agreement":null},{"id":"W2141449924","doi":"10.1139/l09-009","title":"Caractérisation microstructurale des fibres naturelles pour des matériaux composites à base de ciment","year":2009,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Physics; Materials science; Chemistry","score_opus":0.010050819239345163,"score_gpt":0.2026262129378615,"score_spread":0.19257539369851634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141449924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946976,0.0010245166,0.0023752232,0.00003149633,0.000015784844,0.000014689021,0.00017398878,0.00004561115,0.0016211963],"genre_scores_gemma":[0.99396485,0.0004927782,0.0032184282,0.000019835357,0.0000064162296,0.000032957676,0.00021730359,0.000024620398,0.0020228794],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997613,0.000017448827,0.000010100185,0.00006175459,0.000116557094,0.000032844975],"domain_scores_gemma":[0.99960095,0.00015705873,0.00006206644,0.000023035916,0.00012305293,0.00003385166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037275208,0.00035049306,0.00018394603,0.00081036065,0.00041802428,0.00033284028,0.00017086594,0.0005233046,0.0027949668],"category_scores_gemma":[0.00042975586,0.000286413,0.00031233547,0.0003843441,0.00047694508,0.0003634986,0.00013691188,0.0005094794,0.00028713755],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004445275,0.0000053523663,0.00064198574,0.00005240332,0.0000039099677,0.00005342944,0.00007337839,0.00016936402,0.997752,0.000030761374,0.000015800462,0.0011571078],"study_design_scores_gemma":[0.000003981038,0.00020760643,0.050131693,0.000019247838,0.000028304741,0.00017793762,0.00022288131,0.0017845586,0.94520366,0.000035539702,0.0021665532,0.000018024632],"about_ca_topic_score_codex":0.003101747,"about_ca_topic_score_gemma":0.0077384487,"teacher_disagreement_score":0.003101747,"about_ca_system_score_codex":0.00028488302,"about_ca_system_score_gemma":0.00017580423,"threshold_uncertainty_score":0.009350121},"labels":[],"label_agreement":null},{"id":"W2141547343","doi":"10.9744/ced.5.2.pp","title":"ROLLER COMPACTED CONCRETE RCC UNTUK BANGUNAN BENDUNGAN","year":2004,"lang":"id","type":"article","venue":"Jurnal Akuntansi dan Keuangan (Institute of Research and Community Outreach Petra Christian University)","topic":"Innovations in Concrete and Construction Materials","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":"Encana (Canada)","funders":"","keywords":"Roller-compacted concrete; Materials science; Composite material; Cement","score_opus":0.042248662211946814,"score_gpt":0.27391517122054343,"score_spread":0.23166650900859662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141547343","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9552609,0.0014532249,0.006270117,0.00012089961,0.00006216569,0.00022634784,0.001062459,0.0002598372,0.035284027],"genre_scores_gemma":[0.94906884,0.0006928357,0.012903537,0.00003931303,0.000006893202,0.000091748065,0.0012655649,0.000036400692,0.035894804],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99968874,0.000014766318,0.000015611324,0.000053036783,0.00019876705,0.000029129797],"domain_scores_gemma":[0.99972993,0.00002284794,0.00005458802,0.00003771291,0.00011600231,0.000038937887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026414666,0.0002706373,0.0002615145,0.00085639255,0.00055331737,0.0005047007,0.00027465256,0.0002799677,0.004020515],"category_scores_gemma":[0.0002423874,0.0001901894,0.00016539724,0.0009788931,0.00026023557,0.00025487953,0.0003700977,0.0002961146,0.001044275],"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":[0.0011090201,0.0004059319,0.02175582,0.0012341563,0.000028015736,0.0020053282,0.0011731241,0.009877022,0.7217438,0.003661376,0.0019066321,0.23509976],"study_design_scores_gemma":[0.00014396546,0.0025505056,0.27179816,0.00070521154,0.00015503871,0.0037135181,0.002548315,0.01360875,0.51532745,0.0012545137,0.18800525,0.00018927258],"about_ca_topic_score_codex":0.0069299033,"about_ca_topic_score_gemma":0.029267918,"teacher_disagreement_score":0.0069299033,"about_ca_system_score_codex":0.0006032642,"about_ca_system_score_gemma":0.0011639916,"threshold_uncertainty_score":0.013779163},"labels":[],"label_agreement":null},{"id":"W2144461771","doi":"10.1139/l09-058","title":"Rheology-based approach for workability characterization of high-performance concrete","year":2009,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Rheology; Materials science; Rheometer; Composite material; Dissipation; Viscosity; Yield (engineering); Dynamic shear rheometer; Volume (thermodynamics); Strain rate; Shear rate; Structural engineering; Engineering","score_opus":0.007081772067297504,"score_gpt":0.17350922221724754,"score_spread":0.16642745014995003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144461771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6021595,0.0030606305,0.38651153,0.00011018683,0.00011581472,0.00050864625,0.0008171755,0.00087573874,0.005840814],"genre_scores_gemma":[0.91886055,0.0013625508,0.077098705,0.00003816447,0.00003748875,0.00019765802,0.00034684475,0.00006297054,0.001995098],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989209,0.00016634926,0.00008406543,0.00013731727,0.0006398033,0.000051536677],"domain_scores_gemma":[0.9988707,0.00021111852,0.0002718305,0.00015301422,0.00043843134,0.00005492685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080050837,0.00076415075,0.00059209624,0.0028484073,0.0004688261,0.00049002265,0.00068093714,0.0005675152,0.0012910947],"category_scores_gemma":[0.0015642048,0.00031502487,0.0003815048,0.0013838856,0.00035835395,0.0009861111,0.0004866391,0.0008272061,0.00062450714],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006968646,0.000111277855,0.0036802946,0.00012384192,0.000018032464,0.000073260635,0.00007233065,0.0011866916,0.9767039,0.00025827147,0.000059826787,0.01764251],"study_design_scores_gemma":[0.000011623927,0.0005553076,0.028150154,0.000020526777,0.000054251992,0.00037861196,0.00012660318,0.022932954,0.94549614,0.00022066911,0.0019908862,0.00006236534],"about_ca_topic_score_codex":0.00084959937,"about_ca_topic_score_gemma":0.002041351,"teacher_disagreement_score":0.0028484073,"about_ca_system_score_codex":0.00032113577,"about_ca_system_score_gemma":0.00031553165,"threshold_uncertainty_score":0.0043191314},"labels":[],"label_agreement":null},{"id":"W2150891098","doi":"10.1061/(asce)0899-1561(2006)18:3(361)","title":"Lightweight Shotcrete Canoe: Use of Viscosity Modifying Admixture and Acetone as Artificial Paste","year":2006,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Université Laval","funders":"Université Laval","keywords":"Shotcrete; Viscosity; Ultimate tensile strength; Materials science; Mold; Acetone; Geotechnical engineering; Composite material; Civil engineering; Engineering; Chemistry","score_opus":0.010752480639992274,"score_gpt":0.19989869868106977,"score_spread":0.1891462180410775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150891098","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93513095,0.004072511,0.04504127,0.00018410278,0.00018195376,0.00028124845,0.00009027884,0.00036525622,0.014652444],"genre_scores_gemma":[0.9456038,0.0020459672,0.04419643,0.000083529645,0.000032113716,0.000050745733,0.00009429003,0.0000971901,0.0077959937],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973017,0.000017415134,0.000020078905,0.000043141812,0.00016065063,0.000028640747],"domain_scores_gemma":[0.99984336,0.000030374784,0.000047929738,0.000024292945,0.0000293389,0.000024765843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022264443,0.00038996077,0.000260279,0.000526991,0.00022087955,0.00033687748,0.00043213772,0.00035923955,0.0012111864],"category_scores_gemma":[0.0003376094,0.00021469542,0.0002881072,0.00023091542,0.00025810482,0.00053997454,0.0003349999,0.00043013622,0.00036378944],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044643293,0.000044579265,0.0001729103,0.000080631835,0.000007989497,0.0001320097,0.000026509824,0.00012411659,0.99089056,0.0002643045,0.000044335608,0.008167253],"study_design_scores_gemma":[0.000008733035,0.0002928698,0.0009314168,0.000009626992,0.000022103864,0.00043332233,0.000022557413,0.00047781633,0.99128634,0.000046653477,0.006459484,0.000009044853],"about_ca_topic_score_codex":0.00049367745,"about_ca_topic_score_gemma":0.0021058084,"teacher_disagreement_score":0.0012111864,"about_ca_system_score_codex":0.0001918406,"about_ca_system_score_gemma":0.00022297139,"threshold_uncertainty_score":0.004051864},"labels":[],"label_agreement":null},{"id":"W2155137100","doi":"10.1016/j.cemconcomp.2015.11.002","title":"How do concrete rheology, tribology, flow rate and pipe radius influence pumping pressure?","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":141,"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":"Materials science; Tribometer; Rheology; Viscosity; RADIUS; Volumetric flow rate; Tribology; Flow (mathematics); Mechanics; Self-consolidating concrete; Stress (linguistics); Composite material; Geotechnical engineering; Engineering; Compressive strength; Physics","score_opus":0.013994696153453499,"score_gpt":0.21139628226619356,"score_spread":0.19740158611274006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155137100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937143,0.0005470267,0.0024683105,0.00040285263,0.000024521481,0.000014404016,0.00012795611,0.000031928983,0.0026686343],"genre_scores_gemma":[0.99908984,0.00017996892,0.000154461,0.000057354726,0.000010004458,0.0000033011156,0.000039817747,0.000016730286,0.00044857856],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994686,0.00017656638,0.000025917328,0.00012918944,0.000083791434,0.00011595064],"domain_scores_gemma":[0.9968651,0.001987849,0.00046918247,0.00015476998,0.00028461454,0.0002384368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010420459,0.0003274819,0.0005924835,0.0004088298,0.00028733118,0.0017120106,0.00047055408,0.0012825247,0.002999786],"category_scores_gemma":[0.006270464,0.0006779617,0.00047543694,0.0004081995,0.0010044627,0.00211803,0.00045055282,0.0005103644,0.0011424746],"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":[0.0015302972,0.0007881224,0.74262744,0.00051188265,0.0010723056,0.0009881209,0.0012221123,0.009345019,0.17817248,0.0015272166,0.0021215135,0.060093444],"study_design_scores_gemma":[0.00003642067,0.0002931032,0.96046895,0.000037611204,0.00033031468,0.00039950016,0.0013381045,0.015820976,0.01815958,0.001277238,0.0017624556,0.000075834476],"about_ca_topic_score_codex":0.0030466197,"about_ca_topic_score_gemma":0.0028819784,"teacher_disagreement_score":0.0030466197,"about_ca_system_score_codex":0.00024215085,"about_ca_system_score_gemma":0.00045242495,"threshold_uncertainty_score":0.010035276},"labels":[],"label_agreement":null},{"id":"W2160188316","doi":"10.1680/macr.2000.52.5.353","title":"Controlling the quality of fresh concrete—a new approach","year":2000,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":68,"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; Carleton University; McMaster University","funders":"National Research Council Canada","keywords":"Slump; Rheology; Concrete slump test; Geotechnical engineering; Shear rate; Viscosity; Consistency (knowledge bases); Yield (engineering); Apparent viscosity; Materials science; Measure (data warehouse); Composite material; Mathematics; Geology; Computer science; Compressive strength","score_opus":0.07865947089681057,"score_gpt":0.35016778596548986,"score_spread":0.2715083150686793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2160188316","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.058317885,0.009954498,0.9168141,0.001703614,0.00049294694,0.0002568244,0.00022844502,0.00073430815,0.011497449],"genre_scores_gemma":[0.46263584,0.012284835,0.50925714,0.00070083945,0.00069238915,0.00030028165,0.00028136387,0.00026507973,0.013582258],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982887,0.00016160024,0.000067535846,0.0006096345,0.0008073943,0.000065053726],"domain_scores_gemma":[0.9984274,0.00033187313,0.0002813768,0.00039633643,0.0004710377,0.000091950475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011891219,0.0009867332,0.0012383856,0.0013397359,0.000429839,0.00225751,0.0020370123,0.00094203505,0.0016225327],"category_scores_gemma":[0.0019868794,0.000734938,0.0008497414,0.00075187295,0.0015999059,0.003652056,0.0017466381,0.0018807551,0.00043505104],"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":[0.0004462451,0.00065546227,0.0077270195,0.0009022221,0.00033143704,0.000226792,0.00048888416,0.052323576,0.40261918,0.051282022,0.0023725748,0.48062453],"study_design_scores_gemma":[0.00018029638,0.0030621446,0.010655161,0.00022931657,0.0004295395,0.0007463199,0.00038908786,0.5231057,0.28300723,0.058477778,0.11929733,0.00042015983],"about_ca_topic_score_codex":0.0021521316,"about_ca_topic_score_gemma":0.0019068976,"teacher_disagreement_score":0.00225751,"about_ca_system_score_codex":0.0014829003,"about_ca_system_score_gemma":0.0009705339,"threshold_uncertainty_score":0.010759294},"labels":[],"label_agreement":null},{"id":"W2163380174","doi":"10.2118/87197-ms","title":"Reverse Circulation of Primary Cementing Jobs—Evaluation and Case History","year":2004,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Casing; Annulus (botany); Lost circulation; Cement; Petroleum engineering; Retarder; Engineering; Completion (oil and gas wells); Computer science; Mechanical engineering; Materials science; Drilling fluid; Drilling; Automotive engineering","score_opus":0.029594413094812033,"score_gpt":0.22017575149449758,"score_spread":0.19058133839968555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163380174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97718585,0.0032111455,0.002253517,0.0012690392,0.00013940014,0.000381666,0.00013239465,0.00007057466,0.015356393],"genre_scores_gemma":[0.9888459,0.002871166,0.0015948343,0.00045203694,0.00018846738,0.00005446777,0.00011146619,0.0000306312,0.0058511286],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.99879116,0.00016265437,0.0000952883,0.00015951534,0.00035528943,0.0004361042],"domain_scores_gemma":[0.99828845,0.00047972982,0.0004352006,0.000119001845,0.0001640383,0.00051361043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053126476,0.0012512524,0.00058077247,0.002379314,0.0028246483,0.0015522083,0.0017043484,0.004074193,0.0029968198],"category_scores_gemma":[0.0040823775,0.0007317435,0.0007236735,0.0019234429,0.002417956,0.0007839597,0.0011312341,0.0019564293,0.000859007],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000120434976,0.0008296619,0.024355767,0.00014826264,0.000011345818,0.95711243,0.0011498927,0.00042594972,0.0009523253,0.0005250138,0.00089732447,0.013471675],"study_design_scores_gemma":[0.000020082285,0.00045365194,0.013794826,0.00006207165,0.00002172577,0.97626275,0.001896031,0.0007148674,0.0021222949,0.0002553539,0.004359996,0.00003632044],"about_ca_topic_score_codex":0.012662004,"about_ca_topic_score_gemma":0.028862705,"teacher_disagreement_score":0.012662004,"about_ca_system_score_codex":0.0030783857,"about_ca_system_score_gemma":0.0021340572,"threshold_uncertainty_score":0.025176585},"labels":[],"label_agreement":null},{"id":"W2166417224","doi":"10.1139/l09-071","title":"Influence des rapports eau/ciment et fines/ciment sur le comportement à l’état durci du béton autoplaçant à base de matériaux locaux algériens","year":2009,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Humanities; Physics; Art","score_opus":0.012500678853835321,"score_gpt":0.19756269700309165,"score_spread":0.18506201814925632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166417224","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99740595,0.00081607903,0.00046317567,0.000018954917,0.000012581946,0.000014918065,0.000108744716,0.00001676282,0.0011428314],"genre_scores_gemma":[0.99430203,0.00081621937,0.0014212682,0.000032830114,0.0000055872033,0.00002981128,0.00008953561,0.000028054934,0.0032747847],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995678,0.000073002,0.0000265989,0.00011260101,0.00016320442,0.000056742047],"domain_scores_gemma":[0.99946445,0.00017560158,0.00012313004,0.000035909477,0.00015674731,0.00004411616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060582854,0.00044079297,0.0005147787,0.000450828,0.00039592793,0.00083268824,0.0002917367,0.0004037553,0.0021696237],"category_scores_gemma":[0.0006600526,0.00028528963,0.00037273666,0.0003744744,0.00046045904,0.00042598142,0.00035512584,0.0004976203,0.00027074464],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003475575,0.000037515078,0.0028678991,0.00028785528,0.000050003095,0.000116742434,0.00021609858,0.00080163585,0.9885775,0.00007820312,0.000039331626,0.0065797702],"study_design_scores_gemma":[0.0000173283,0.001663478,0.055546314,0.000058809084,0.00017518098,0.00014071367,0.00088481186,0.0024695408,0.9299074,0.00009927466,0.008991049,0.000046224843],"about_ca_topic_score_codex":0.0071320296,"about_ca_topic_score_gemma":0.016971732,"teacher_disagreement_score":0.0071320296,"about_ca_system_score_codex":0.00051912374,"about_ca_system_score_gemma":0.00036246373,"threshold_uncertainty_score":0.014181018},"labels":[],"label_agreement":null},{"id":"W2171591207","doi":"10.1520/stp11047s","title":"Masonry Wall Materials Prepared by Using Agriculture Waste, Lime, and Burnt Clay","year":2002,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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 Calgary","funders":"","keywords":"Lime; Pozzolan; Waste management; Bagasse; Straw; Sugar cane; Husk; Cement; Pozzolanic reaction; Materials science; Gypsum; Fly ash; Pulp and paper industry; Pozzolanic activity; Environmental science; Portland cement; Metallurgy; Chemistry; Engineering","score_opus":0.012754970570597825,"score_gpt":0.1926002448836609,"score_spread":0.17984527431306307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171591207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94048226,0.008156888,0.008741021,0.000081135106,0.00013995952,0.00013949488,0.00018213925,0.0001775935,0.0418996],"genre_scores_gemma":[0.91817665,0.007455772,0.018918885,0.00009644924,0.00003437561,0.000078264085,0.000604892,0.00007699372,0.054557763],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99995065,0.0000054805696,0.0000032218484,0.000007064518,0.000026837999,0.0000067645483],"domain_scores_gemma":[0.9999604,0.000010902245,0.000008410561,0.0000056065805,0.000006736873,0.000007769905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112798996,0.00035125305,0.00017856511,0.00083106005,0.00017470485,0.00028957083,0.00020217031,0.00019464231,0.0016824836],"category_scores_gemma":[0.000111604866,0.00018672523,0.00021248724,0.0004841893,0.00019362703,0.00025897153,0.00017861977,0.00027933635,0.00048403585],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056204964,0.000094064584,0.00026754933,0.00031097297,0.0000074165755,0.00019422926,0.00008914157,0.0008773241,0.9644159,0.00097507134,0.00022795988,0.0324841],"study_design_scores_gemma":[0.000011575057,0.00067569566,0.0036109674,0.000043636595,0.000018096414,0.0006554794,0.000060477534,0.00046830057,0.97653073,0.00033155034,0.017583285,0.000010286295],"about_ca_topic_score_codex":0.00012106809,"about_ca_topic_score_gemma":0.0006495186,"teacher_disagreement_score":0.0016824836,"about_ca_system_score_codex":0.00014423621,"about_ca_system_score_gemma":0.00012669632,"threshold_uncertainty_score":0.0056284666},"labels":[],"label_agreement":null},{"id":"W2188737949","doi":"","title":"Artificial Lightweight Material Obtained By Mixing Diatom Soil And Waste Melting Slag With Stabilizer","year":2012,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Lime; Slag (welding); Diatom; Mixing (physics); Ground granulated blast-furnace slag; Materials science; Compressive strength; Environmental science; Metallurgy; Geology; Composite material; Cement","score_opus":0.006688128825256269,"score_gpt":0.19072747884159175,"score_spread":0.18403935001633548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2188737949","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99530077,0.00042706262,0.0029062864,0.000018275181,0.000019001478,0.000015206822,0.000117520256,0.000049623206,0.0011462708],"genre_scores_gemma":[0.9942871,0.00028238934,0.004268419,0.000017813632,0.0000060590373,0.000014639405,0.00016729899,0.000017267885,0.00093910424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999026,0.000011429654,0.000010530313,0.000016568722,0.0000384248,0.000020487365],"domain_scores_gemma":[0.99987864,0.000017217375,0.000049538656,0.000013122106,0.000016869055,0.000024532535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015524832,0.00045744414,0.00022057041,0.00060558924,0.00014588177,0.00026225034,0.00016098516,0.0002873087,0.0007986177],"category_scores_gemma":[0.00016570222,0.0001476439,0.00031635456,0.000417896,0.00016414319,0.00025245498,0.00026204687,0.00022084334,0.00020604514],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008895356,0.000018585619,0.00032699836,0.00007207417,0.00000563319,0.000082501705,0.00000825577,0.0001861598,0.99659294,0.000061474755,0.000015157977,0.0025412205],"study_design_scores_gemma":[0.0000066992443,0.00039533238,0.0023952043,0.000008114749,0.0000233363,0.00016673321,0.000019352212,0.00042861816,0.99529546,0.000026855998,0.0012284355,0.000005883265],"about_ca_topic_score_codex":0.00016077315,"about_ca_topic_score_gemma":0.00058193604,"teacher_disagreement_score":0.0007986177,"about_ca_system_score_codex":0.00012388313,"about_ca_system_score_gemma":0.00014121475,"threshold_uncertainty_score":0.0026715994},"labels":[],"label_agreement":null},{"id":"W2204512349","doi":"10.1016/j.istruc.2015.09.005","title":"Effect of stay-in-place PVC formwork panel geometry on flexural behavior of reinforced concrete walls","year":2015,"lang":"en","type":"article","venue":"Structures","topic":"Innovations in Concrete and Construction Materials","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":"University of Waterloo; W.F. Baird & Associates Coastal Engineers (Canada)","funders":"","keywords":"Formwork; Materials science; Flexural strength; Composite material; Ultimate tensile strength; Structural engineering; Ductility (Earth science); Toughness; Slip (aerodynamics); Compressive strength; Bending; Reinforcement; Engineering; Creep","score_opus":0.01596430837385589,"score_gpt":0.2609873208557775,"score_spread":0.24502301248192163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2204512349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987865,0.00002629185,0.0003466606,0.000010536049,0.000009248771,0.0000016415693,0.000043227923,0.00002310459,0.00075277145],"genre_scores_gemma":[0.99964225,0.000012138443,0.00008518145,0.0000036844685,0.0000011448739,7.5281406e-7,0.000021034282,0.000007589975,0.00022620626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974066,0.000040013976,0.000008746055,0.000058668,0.000046422247,0.000105454754],"domain_scores_gemma":[0.9988746,0.0005462607,0.00015196788,0.000104550236,0.0001282826,0.00019442383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017170967,0.0004069725,0.0002633759,0.0002484742,0.00022716312,0.00044354878,0.00053330074,0.00056485884,0.006113726],"category_scores_gemma":[0.0012127605,0.00029865268,0.00021617067,0.00020525727,0.00061631453,0.00035552096,0.00040856624,0.0003844174,0.00052751036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0040475936,0.00039817207,0.0064149173,0.000115520495,0.000034828103,0.00081995747,0.00024159178,0.040793236,0.939228,0.0004504709,0.0003802821,0.007075371],"study_design_scores_gemma":[0.00010593524,0.0032984223,0.077416785,0.000035280827,0.00015113229,0.00038436108,0.0010618623,0.052202564,0.8641114,0.00015499734,0.0009950798,0.00008221929],"about_ca_topic_score_codex":0.0016794765,"about_ca_topic_score_gemma":0.0022875757,"teacher_disagreement_score":0.006113726,"about_ca_system_score_codex":0.00029229044,"about_ca_system_score_gemma":0.00023785245,"threshold_uncertainty_score":0.0204525},"labels":[],"label_agreement":null},{"id":"W2213901923","doi":"10.52842/conf.acadia.2012.383","title":"Implicit Fabrication, Fabrication Beyond Craft: The Potential of Turing Completeness in Construction\"","year":2012,"lang":"en","type":"article","venue":"ACADIA quarterly","topic":"Innovations in Concrete and Construction Materials","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":"Social Sciences and Humanities Research Council of Canada","keywords":"Robotics; Computer science; Craft; Contradiction; Architecture; Robot; Artificial intelligence; Automation; Engineering; Mechanical engineering; Visual arts","score_opus":0.0074642227806558555,"score_gpt":0.2157392746034455,"score_spread":0.20827505182278963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2213901923","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062543355,0.011686173,0.6262871,0.02261822,0.0008896241,0.00010896784,0.0002937087,0.0009202855,0.27465254],"genre_scores_gemma":[0.80528414,0.0035832594,0.15990692,0.0014304443,0.00053400744,0.00026194195,0.00025907077,0.0003898013,0.028350297],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9960361,0.0022053171,0.00024190346,0.00064871885,0.0005746492,0.00029330817],"domain_scores_gemma":[0.9873679,0.007883578,0.00039927044,0.0032445386,0.000849682,0.0002549715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006148089,0.00053422165,0.000793531,0.0014353334,0.004010611,0.006446377,0.0016382312,0.0019636473,0.0059071365],"category_scores_gemma":[0.017437762,0.0006405471,0.001274926,0.0012876084,0.0316818,0.018624812,0.0062647024,0.003986753,0.0010955762],"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":[0.000008747669,0.0000024216226,0.00006428029,0.000026033456,0.0000024575584,0.000018614803,0.00046249336,0.00089789566,0.00004210237,0.99367964,0.00075649814,0.0040389374],"study_design_scores_gemma":[0.000005288966,0.000006089351,0.000050740357,0.00001944775,0.0000021197457,0.000020462165,0.000118260985,0.0016326881,0.00011048521,0.9884791,0.009548285,0.0000069938033],"about_ca_topic_score_codex":0.0038487858,"about_ca_topic_score_gemma":0.0033917634,"teacher_disagreement_score":0.006446377,"about_ca_system_score_codex":0.0032338658,"about_ca_system_score_gemma":0.0022927457,"threshold_uncertainty_score":0.032514572},"labels":[],"label_agreement":null},{"id":"W2223948689","doi":"","title":"Durabilité (s) des matériaux de construction : un challenge pour l’ingénieur","year":2013,"lang":"fr","type":"article","venue":"Open Repository and Bibliography (University of Liège)","topic":"Innovations in Concrete and Construction Materials","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":"Philosophy","score_opus":0.014090689173721069,"score_gpt":0.19860967391683695,"score_spread":0.1845189847431159,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2223948689","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18303914,0.1046015,0.598402,0.016355248,0.0011454553,0.00036068656,0.0006787559,0.0010371411,0.09438015],"genre_scores_gemma":[0.6321982,0.031265732,0.30171797,0.00069863565,0.0004481812,0.00036552007,0.00035483282,0.0005471962,0.032403737],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9955128,0.00085367355,0.00023789499,0.0005568018,0.0025940759,0.00024463522],"domain_scores_gemma":[0.99415636,0.0026543478,0.0006246683,0.000910663,0.0014795482,0.00017436771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006428139,0.0012894836,0.0015882719,0.0023681025,0.0015107932,0.006269492,0.0022820507,0.0030515988,0.003047244],"category_scores_gemma":[0.0067696515,0.00084000523,0.000874284,0.0017349331,0.004635694,0.0051490846,0.0019853418,0.0023683705,0.0013259226],"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":[0.00024168406,0.00013901677,0.008171735,0.004309205,0.000116193405,0.00046027405,0.002618308,0.062187318,0.17560537,0.2950391,0.0042593936,0.4468524],"study_design_scores_gemma":[0.000040697047,0.0012874311,0.016574638,0.002346069,0.00018654551,0.0017317802,0.0044494765,0.037991185,0.17005879,0.32069412,0.444272,0.00036730836],"about_ca_topic_score_codex":0.0035754694,"about_ca_topic_score_gemma":0.005406785,"teacher_disagreement_score":0.006428139,"about_ca_system_score_codex":0.0029961758,"about_ca_system_score_gemma":0.0030239695,"threshold_uncertainty_score":0.03399563},"labels":[],"label_agreement":null},{"id":"W2236481967","doi":"10.4271/2001-01-0757","title":"Dent Resistance of Medium Scale Aluminum Structural Assemblies","year":2001,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Innovations in Concrete and Construction Materials","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 Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Aluminium; Scale (ratio); Computer science; Materials science; Composite material; Physics","score_opus":0.009991851108662662,"score_gpt":0.2388281167488366,"score_spread":0.22883626564017395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2236481967","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99695337,0.00015771961,0.0011143194,0.00001691106,0.000009344066,0.000007702956,0.00006338706,0.000045733683,0.0016314362],"genre_scores_gemma":[0.9978655,0.00007275267,0.00080630655,0.000013331123,0.0000026376158,0.0000057918332,0.00007729238,0.000012361509,0.0011441095],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994161,0.0000423078,0.000037751874,0.00007094169,0.00032068198,0.00011220415],"domain_scores_gemma":[0.9990982,0.00034715357,0.00016737457,0.00013959444,0.00018476757,0.0000629973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037747485,0.00024011687,0.00024901377,0.0004760782,0.0002793467,0.00035822092,0.00035813745,0.0004894084,0.003164142],"category_scores_gemma":[0.0013104561,0.00027720197,0.00027387674,0.00022394548,0.00036166402,0.00037237225,0.000525978,0.00037626093,0.0004560652],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030985658,0.00005405771,0.002662776,0.00010390206,0.000012258795,0.0002061975,0.00026110443,0.003987431,0.97777563,0.00018069225,0.00022693453,0.0142192105],"study_design_scores_gemma":[0.000028234448,0.0016993898,0.03790183,0.00004185738,0.00004370631,0.0004184172,0.0004394796,0.014236464,0.94242024,0.00008283787,0.002635534,0.000052126445],"about_ca_topic_score_codex":0.00047663672,"about_ca_topic_score_gemma":0.0012132413,"teacher_disagreement_score":0.003164142,"about_ca_system_score_codex":0.00030122802,"about_ca_system_score_gemma":0.000109131215,"threshold_uncertainty_score":0.010585129},"labels":[],"label_agreement":null},{"id":"W2240460910","doi":"10.1016/b978-0-08-100693-1.00006-0","title":"Entrained air in concrete","year":2015,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Air entrainment; Air bubble; Materials science; Rheology; Mixing (physics); Cement; Bubble; Geotechnical engineering; Lubrication; Composite material; Mechanics; Engineering; Physics","score_opus":0.018383854262732834,"score_gpt":0.2249508814060797,"score_spread":0.20656702714334685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2240460910","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008568225,0.07801187,0.009996491,0.00086383347,0.0020611235,0.000024907471,0.000058850124,0.00010929447,0.9003053],"genre_scores_gemma":[0.07099656,0.030150667,0.0021559887,0.00019265423,0.00059220806,0.000027389118,0.00006222986,0.00007359771,0.89574873],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999008,0.000014726525,0.0000028514985,0.000015298056,0.00005295008,0.000013334144],"domain_scores_gemma":[0.9999794,0.000005931846,0.0000018041437,0.0000045090883,0.000005021375,0.0000034171162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000085004795,0.0007008507,0.00032360706,0.00047072367,0.00048845273,0.0010861052,0.00045335747,0.00067486934,0.016558712],"category_scores_gemma":[0.00013416224,0.00021272746,0.00021850983,0.000523343,0.0011012433,0.0011776317,0.0011319456,0.001099288,0.004057206],"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":[0.00003124563,0.000057294714,0.000110537716,0.00041838933,0.000009570051,0.00027124744,0.0007322134,0.0054117334,0.008187315,0.7186013,0.041918006,0.22425112],"study_design_scores_gemma":[0.0000062321624,0.000032805707,0.0004756319,0.00032669882,0.0000062460085,0.0001847111,0.00024311096,0.0015230385,0.0022908705,0.092974775,0.90192366,0.000012226082],"about_ca_topic_score_codex":0.0019734981,"about_ca_topic_score_gemma":0.0032476888,"teacher_disagreement_score":0.016558712,"about_ca_system_score_codex":0.00079867477,"about_ca_system_score_gemma":0.00048643435,"threshold_uncertainty_score":0.05539441},"labels":[],"label_agreement":null},{"id":"W2260876573","doi":"10.1617/s11527-016-0815-7","title":"Changes in rheology of self-consolidating concrete induced by pumping","year":2016,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":106,"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":"Vlaamse regering; Natural Sciences and Engineering Research Council of Canada; Fonds Wetenschappelijk Onderzoek; Universiteit Gent; Université de Sherbrooke","keywords":"Self-consolidating concrete; Formwork; Materials science; Rheology; Slump; Superplasticizer; Consolidation (business); Geotechnical engineering; Solid mechanics; Composite material; Cement; Compressive strength; Engineering","score_opus":0.008913848681175788,"score_gpt":0.21735254398518078,"score_spread":0.208438695304005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2260876573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985166,0.00013152866,0.0005931711,0.000010298389,0.000008923994,0.000010307458,0.00011585733,0.000026841868,0.0005863348],"genre_scores_gemma":[0.99922216,0.000057871464,0.00021950004,0.0000075882836,0.0000028176003,0.0000061051715,0.00008362614,0.0000089053565,0.00039128715],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998336,0.00002371368,0.000011547187,0.000030744664,0.000058342182,0.000042030275],"domain_scores_gemma":[0.99971765,0.000063197556,0.00008123988,0.000023211507,0.00006143904,0.00005316999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023223601,0.0002338496,0.00024123417,0.00035587823,0.00016372443,0.00025422135,0.00014040204,0.00024416693,0.0016685447],"category_scores_gemma":[0.00039508563,0.0001505031,0.0002042004,0.000236064,0.00036714863,0.00027343316,0.00016621541,0.00061335525,0.000209519],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023110885,0.000046058736,0.0026281676,0.000036525846,0.000012056933,0.00014562001,0.0001370253,0.0003264464,0.99462706,0.00005303144,0.000049225113,0.0017076159],"study_design_scores_gemma":[0.000020362246,0.00094994716,0.09366506,0.000019647765,0.0000341474,0.00018012953,0.0002692708,0.006483581,0.89724815,0.00007828712,0.0010190507,0.00003242787],"about_ca_topic_score_codex":0.00048430703,"about_ca_topic_score_gemma":0.0003602418,"teacher_disagreement_score":0.0016685447,"about_ca_system_score_codex":0.00012935634,"about_ca_system_score_gemma":0.00009445145,"threshold_uncertainty_score":0.005581856},"labels":[],"label_agreement":null},{"id":"W2265433308","doi":"","title":"Structural Woven Formwork","year":2012,"lang":"en","type":"article","venue":"Ulster University Research Portal (Ulster University)","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"","funders":"Composites Innovation Centre","keywords":"Formwork; Engineering; Work (physics); Construction engineering; Presentation (obstetrics); Engineering management; Architectural engineering; Engineering ethics; Civil engineering; Mechanical engineering","score_opus":0.04235182322273627,"score_gpt":0.25435096945975233,"score_spread":0.21199914623701605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2265433308","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11902578,0.0042929286,0.06330499,0.0009951907,0.0008102978,0.00041511838,0.00059929455,0.0004323334,0.8101241],"genre_scores_gemma":[0.578443,0.0065430193,0.03415624,0.0003411741,0.00013202308,0.0002313767,0.0013565422,0.0005086631,0.37828794],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986389,0.00017638077,0.000046791152,0.00020267488,0.0007935156,0.00014169472],"domain_scores_gemma":[0.99891233,0.00022985619,0.00007554126,0.00034674627,0.00033730653,0.00009827288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008497787,0.00049229193,0.000245925,0.0016572106,0.0013627723,0.0032847577,0.0010372709,0.0011367128,0.04006333],"category_scores_gemma":[0.002798065,0.00027205423,0.00038534382,0.0019158527,0.0019722541,0.0022012554,0.0023382674,0.00097170525,0.008263615],"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":[0.0001534695,0.00023219748,0.0028750405,0.0020916527,0.000030891766,0.0013102159,0.00948474,0.0066465545,0.02080082,0.3047934,0.024721483,0.6268595],"study_design_scores_gemma":[0.000012186451,0.00014203214,0.0038563556,0.0005904405,0.000014519601,0.0014548571,0.00454616,0.0018563266,0.012288552,0.02647168,0.9487386,0.000028403121],"about_ca_topic_score_codex":0.0016420011,"about_ca_topic_score_gemma":0.004844642,"teacher_disagreement_score":0.04006333,"about_ca_system_score_codex":0.0012654503,"about_ca_system_score_gemma":0.0016435668,"threshold_uncertainty_score":0.13402516},"labels":[],"label_agreement":null},{"id":"W2278195817","doi":"10.14288/1.0095534","title":"Particle moisture content effects on the physical and mechanical properties of magnesite cement-bonded particleboard","year":2010,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Magnesite; Cement; Materials science; Water content; Composite material; Moisture; Particle size; Particle (ecology); Metallurgy; Magnesium; Geotechnical engineering; Chemical engineering; Geology; Engineering","score_opus":0.011305153149851699,"score_gpt":0.1577168152655655,"score_spread":0.1464116621157138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278195817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908364,0.0001662108,0.0003301804,0.0000036400531,0.0000044692238,0.0000096153,0.00006229934,0.000012242386,0.00032768838],"genre_scores_gemma":[0.9985061,0.000112862006,0.00063006877,0.00001269941,0.000002111794,0.000008191312,0.00014629391,0.000015512704,0.00056606636],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997917,0.000030245914,0.000019780065,0.000046600984,0.00007781744,0.000033918426],"domain_scores_gemma":[0.9996346,0.0001070962,0.000098050725,0.000029532177,0.000068871144,0.00006175154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028927007,0.0003734163,0.000257028,0.0002666263,0.00014600853,0.00029501985,0.00019528868,0.00017409721,0.001412779],"category_scores_gemma":[0.0004604448,0.00022582398,0.00027432517,0.00022812224,0.0002563821,0.0002085593,0.00017680245,0.00039661265,0.00019169632],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020008907,0.000036504982,0.0017626808,0.00004305799,0.000014433229,0.00004057836,0.000040036593,0.00017590451,0.9961932,0.000010645014,0.000009423714,0.0014735077],"study_design_scores_gemma":[0.000009141092,0.0014648933,0.060980413,0.0000063126276,0.000063139676,0.00006714008,0.00008320729,0.00050564273,0.93623006,0.00001382887,0.0005676017,0.000008624078],"about_ca_topic_score_codex":0.0014272967,"about_ca_topic_score_gemma":0.0038346103,"teacher_disagreement_score":0.0014272967,"about_ca_system_score_codex":0.0001612983,"about_ca_system_score_gemma":0.00011727543,"threshold_uncertainty_score":0.004726231},"labels":[],"label_agreement":null},{"id":"W2278452439","doi":"10.4271/2001-01-3043","title":"Benefits of Using Pre-Treated, Pre-Aged Aluminium 6xxx Sheet Material for Closure Applications","year":2001,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Innovations in Concrete and Construction Materials","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":"Larus Technologies (Canada)","funders":"","keywords":"Aluminium; Closure (psychology); Materials science; Metallurgy; Political science","score_opus":0.013846724583460162,"score_gpt":0.25083474089686947,"score_spread":0.2369880163134093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278452439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86961,0.012101025,0.042947944,0.0013666115,0.0012457792,0.0002020974,0.00064029015,0.0021052952,0.06978097],"genre_scores_gemma":[0.93950635,0.0020462193,0.019344125,0.00019543566,0.00019438878,0.000032713695,0.00057653384,0.00035788876,0.037746355],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997416,0.000051807267,0.00002277296,0.000024866837,0.0001297185,0.000029292696],"domain_scores_gemma":[0.9989926,0.00017397931,0.00014104102,0.00022725244,0.0003778927,0.00008724575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028927941,0.000554183,0.00022558987,0.00049822615,0.00028556475,0.00053517596,0.00052326696,0.0008359174,0.012529047],"category_scores_gemma":[0.0009888154,0.00021592432,0.00034515053,0.0002380185,0.00013704185,0.0007406337,0.0002785263,0.00033447496,0.004634513],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00096331927,0.0005058959,0.0028000362,0.00050456636,0.000017893411,0.000383656,0.000071423296,0.0011701606,0.84086144,0.00085057924,0.0022403582,0.1496306],"study_design_scores_gemma":[0.00008726003,0.0054766433,0.0424191,0.00009598649,0.00014464502,0.0030930173,0.00026792937,0.0017838136,0.8763667,0.0006885528,0.06952056,0.00005588664],"about_ca_topic_score_codex":0.00028634584,"about_ca_topic_score_gemma":0.0008064255,"teacher_disagreement_score":0.012529047,"about_ca_system_score_codex":0.00011083903,"about_ca_system_score_gemma":0.00022264106,"threshold_uncertainty_score":0.041913807},"labels":[],"label_agreement":null},{"id":"W2279112300","doi":"10.13034/jsst.v8i3.92","title":"Design, Prototyping, and Programming of a Bricklaying Robot","year":2015,"lang":"en","type":"article","venue":"Journal of Student Science and Technology","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Robot; Arduino; Automation; Kinematics; Engineering; Computer science; Simulation; Software engineering; Artificial intelligence; Embedded system; Mechanical engineering","score_opus":0.03121215081839589,"score_gpt":0.2862920849007305,"score_spread":0.2550799340823346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279112300","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027091222,0.00019552896,0.96167284,0.00010295971,0.00007652294,0.00041412533,0.00007244466,0.0031933782,0.0071809296],"genre_scores_gemma":[0.22523604,0.00034055664,0.7630604,0.0000659831,0.000023238224,0.0006484336,0.00016210314,0.0002945006,0.010168826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996253,0.00003734749,0.000022433158,0.00007634649,0.00018773848,0.0000508187],"domain_scores_gemma":[0.99967337,0.00008798743,0.000055240744,0.00004438037,0.000095969895,0.00004300012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004362007,0.0005525745,0.00036843523,0.00036372614,0.00028262922,0.0004942107,0.0013400351,0.0007688173,0.005334125],"category_scores_gemma":[0.000573653,0.0004940515,0.00044717133,0.00015401714,0.00036404168,0.0004341547,0.0005041843,0.00064768124,0.0014784505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032113722,0.00022133051,0.002123931,0.0015006409,0.00005174955,0.0013046793,0.00096694904,0.11502614,0.57855976,0.012707937,0.003234944,0.28398088],"study_design_scores_gemma":[0.00031656062,0.0029369902,0.0053561092,0.00032660918,0.00011831251,0.004074719,0.0002848641,0.45334437,0.35701218,0.0032866802,0.17275707,0.00018550405],"about_ca_topic_score_codex":0.00066327146,"about_ca_topic_score_gemma":0.00052129384,"teacher_disagreement_score":0.005334125,"about_ca_system_score_codex":0.00017871227,"about_ca_system_score_gemma":0.00077708386,"threshold_uncertainty_score":0.017844498},"labels":[],"label_agreement":null},{"id":"W2297629466","doi":"10.1108/rpj-01-2015-0011","title":"A survey of the design methods for additive manufacturing to improve functional performance","year":2016,"lang":"en","type":"article","venue":"Rapid Prototyping Journal","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":190,"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":"Manufacturing engineering; 3D printing; Systems engineering; Engineering; Process engineering; Computer science; Mechanical engineering","score_opus":0.043044294215230136,"score_gpt":0.28767100162919934,"score_spread":0.2446267074139692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2297629466","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02606872,0.6123722,0.30745023,0.0009600782,0.000778849,0.0004990279,0.00063548284,0.00051870407,0.05071665],"genre_scores_gemma":[0.07664774,0.5300315,0.36691657,0.0004855826,0.00040051417,0.0004869669,0.00072081207,0.00041611708,0.023894217],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9977285,0.00028133753,0.00024486493,0.00023771271,0.0014194563,0.000088163324],"domain_scores_gemma":[0.9983602,0.0007880896,0.00017542028,0.00013453918,0.0005080342,0.00003362751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022754495,0.0014781,0.00123909,0.00494951,0.0006094629,0.00219488,0.0014536317,0.0012443033,0.0074535497],"category_scores_gemma":[0.002535999,0.0009967848,0.0011381637,0.004554533,0.0005913582,0.0018539451,0.0007890414,0.0010004248,0.0026680187],"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":[0.00010101606,0.0002009044,0.00069828494,0.009264846,0.000059131224,0.00009760309,0.000117961856,0.0049138493,0.043351475,0.0076848282,0.0033517375,0.9301584],"study_design_scores_gemma":[0.00006019853,0.0017254475,0.0044353,0.0043090815,0.0002269119,0.0024994337,0.00039385055,0.018314958,0.16183,0.009830408,0.79615,0.00022444352],"about_ca_topic_score_codex":0.00044534344,"about_ca_topic_score_gemma":0.0011405798,"teacher_disagreement_score":0.0074535497,"about_ca_system_score_codex":0.00067386,"about_ca_system_score_gemma":0.0006330476,"threshold_uncertainty_score":0.02493465},"labels":[],"label_agreement":null},{"id":"W2298584505","doi":"10.14288/1.0050312","title":"Microfiller effect on rheology, microstructure, and mechanical properties of high-performance concrete","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Rheology; Microstructure; Materials science; Composite material","score_opus":0.004613976275843161,"score_gpt":0.15076521190100753,"score_spread":0.14615123562516436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2298584505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990569,0.00024613677,0.00050382374,0.0000061222345,0.0000018063081,0.000004186165,0.000014153429,0.000012163494,0.00015479211],"genre_scores_gemma":[0.99941385,0.00007720411,0.0002876326,0.0000057104457,0.000001391338,0.0000027286292,0.000016453574,0.0000041003786,0.00019102624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978596,0.00004020882,0.000016782195,0.00003180949,0.000091914786,0.00003336437],"domain_scores_gemma":[0.9995851,0.0000847486,0.00018680618,0.000033473854,0.000063993924,0.000045897552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034857137,0.0002537051,0.00020860384,0.00024526913,0.00011801481,0.0002213729,0.00008918386,0.00023481388,0.0009267932],"category_scores_gemma":[0.00044720716,0.00014442764,0.00018942531,0.00014237782,0.00020800762,0.00036063627,0.00015187755,0.0003438591,0.00016612177],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000091754795,0.000024802837,0.0014070779,0.000021918611,0.0000075020002,0.000039690538,0.000027490525,0.0002623954,0.99664474,0.000018206101,0.0000048927463,0.0014496039],"study_design_scores_gemma":[0.000006971339,0.00067421206,0.038345627,0.0000041235808,0.000017382195,0.00011355085,0.000048379425,0.0015741208,0.9588973,0.00002092574,0.00028712195,0.0000102059985],"about_ca_topic_score_codex":0.00038130936,"about_ca_topic_score_gemma":0.0007792127,"teacher_disagreement_score":0.0009267932,"about_ca_system_score_codex":0.00015364338,"about_ca_system_score_gemma":0.00010709314,"threshold_uncertainty_score":0.0031004548},"labels":[],"label_agreement":null},{"id":"W2316937867","doi":"10.2514/6.2013-1809","title":"Smeared Stiffeners in Panel for Mesh Simplification at Conceptual Design Phase","year":2013,"lang":"en","type":"article","venue":"54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Innovations in Concrete and Construction Materials","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":"Bombardier (Canada)","funders":"","keywords":"Computer science; Phase (matter); Engineering drawing; Engineering; Physics","score_opus":0.03937969892610799,"score_gpt":0.25494365450591716,"score_spread":0.21556395557980917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316937867","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0553067,0.000054729328,0.93704337,0.0000430761,0.000038270682,0.000051116,0.000094435825,0.0007618641,0.0066064266],"genre_scores_gemma":[0.5730704,0.00009478783,0.41835,0.00006719963,0.00001592874,0.00009718939,0.00022290398,0.00047223372,0.0076093664],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998117,0.000042388776,0.00001242582,0.000030000208,0.00007655556,0.000027019314],"domain_scores_gemma":[0.99953604,0.0001423369,0.00004219292,0.00015281649,0.000103071194,0.000023640427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040605193,0.0005253617,0.00041170858,0.00037168936,0.0003594286,0.000552751,0.0008966091,0.0006713617,0.009733227],"category_scores_gemma":[0.0016607171,0.000463239,0.00044564856,0.00033779148,0.00030847482,0.00088226085,0.000881772,0.0008815503,0.0012108178],"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":[0.00025067647,0.00017144773,0.0012610697,0.00014914798,0.000047987065,0.00021179995,0.00022254183,0.7718925,0.07688372,0.026019055,0.0015609162,0.121329196],"study_design_scores_gemma":[0.000017943703,0.00007288202,0.00032967882,0.000020652622,0.000014792328,0.000036156787,0.000029427543,0.9768882,0.015721558,0.0025442787,0.0043158815,0.000008592405],"about_ca_topic_score_codex":0.0013741696,"about_ca_topic_score_gemma":0.0030348196,"teacher_disagreement_score":0.009733227,"about_ca_system_score_codex":0.00022161535,"about_ca_system_score_gemma":0.00042973724,"threshold_uncertainty_score":0.032560885},"labels":[],"label_agreement":null},{"id":"W2321446195","doi":"10.3166/rcma.18.323-335","title":"Analyse numérique des contraintes résiduelles dans les bimatériaux céramique/métal","year":2008,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Art; Materials science","score_opus":0.06767899872465832,"score_gpt":0.2745973170757342,"score_spread":0.20691831835107588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2321446195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63794893,0.0008514879,0.3300804,0.00083671656,0.0002272494,0.00011112143,0.00028573326,0.00060989516,0.029048478],"genre_scores_gemma":[0.9229783,0.0005071522,0.059870444,0.00013610105,0.00008237283,0.00015919216,0.00026925735,0.00033719547,0.015660042],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991866,0.0002832266,0.000027238142,0.000116023875,0.00030974686,0.000077179924],"domain_scores_gemma":[0.99539524,0.003875627,0.00018177097,0.000107371365,0.00032367057,0.00011618561],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013533701,0.0011429415,0.001268037,0.0012350584,0.000948963,0.0026005607,0.0009399922,0.003176567,0.005441982],"category_scores_gemma":[0.006067797,0.0009068642,0.0010552779,0.00092063716,0.0023227236,0.0012616838,0.00075393385,0.0028797472,0.0006445383],"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":[0.00023024087,0.00014511986,0.0016539239,0.0001633124,0.00005395476,0.00030956924,0.00028144536,0.9426261,0.018544748,0.021031665,0.0004361053,0.014523776],"study_design_scores_gemma":[0.000033099437,0.000022630871,0.00060727523,0.000011462676,0.0000063306534,0.00004559414,0.00003475311,0.9943522,0.003343813,0.0009691934,0.00056268345,0.000010961467],"about_ca_topic_score_codex":0.026565976,"about_ca_topic_score_gemma":0.015970148,"teacher_disagreement_score":0.026565976,"about_ca_system_score_codex":0.0019029604,"about_ca_system_score_gemma":0.0014350142,"threshold_uncertainty_score":0.05282265},"labels":[],"label_agreement":null},{"id":"W2323363812","doi":"10.1061/40885(215)28","title":"Pumping Concrete: A Fundamental and Practical Approach","year":2006,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Université Laval; Gouvernement du Québec","funders":"","keywords":"Shotcrete; Rheology; Materials science; Overhead (engineering); Computer science; Mechanical engineering; Structural engineering; Engineering; Composite material","score_opus":0.01092668567035649,"score_gpt":0.2230895161823027,"score_spread":0.2121628305119462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323363812","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012234683,0.025763001,0.8124483,0.0082915835,0.0011587206,0.00035886912,0.00027007327,0.00045100058,0.13902363],"genre_scores_gemma":[0.31084314,0.078725435,0.5057766,0.0021558187,0.0036756075,0.001050332,0.00044613614,0.00024653727,0.09708045],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990382,0.00017014302,0.000060863622,0.00020533912,0.00047443624,0.000050989533],"domain_scores_gemma":[0.99943143,0.00017000671,0.00004568526,0.00010224707,0.00020651994,0.000044225653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000860136,0.0013613396,0.00088762265,0.0019882037,0.0013999942,0.0036647965,0.002835486,0.00351289,0.009381829],"category_scores_gemma":[0.0016186067,0.0010744362,0.000767496,0.0011817698,0.0036825412,0.003998174,0.002411543,0.002828851,0.0029589704],"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":[0.000051775998,0.0003718475,0.0011223385,0.0016158299,0.000032016855,0.000810443,0.0006478664,0.07600897,0.016900973,0.7057444,0.0077168327,0.1889768],"study_design_scores_gemma":[0.000023340765,0.00033968536,0.001101009,0.0007835981,0.000028713577,0.0011868527,0.00070844934,0.11755416,0.009937371,0.61845976,0.24976768,0.00010939039],"about_ca_topic_score_codex":0.0017391755,"about_ca_topic_score_gemma":0.0015973853,"teacher_disagreement_score":0.009381829,"about_ca_system_score_codex":0.002113703,"about_ca_system_score_gemma":0.0021386459,"threshold_uncertainty_score":0.031385362},"labels":[],"label_agreement":null},{"id":"W2328593467","doi":"10.1061/40885(215)29","title":"Lessons Learned from a Successful Shotcrete Repair","year":2006,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Shotcrete; Spall; Corrosion; Forensic engineering; Materials science; Metallurgy; Environmental science; Geotechnical engineering; Engineering","score_opus":0.02516259967928937,"score_gpt":0.24894828081747464,"score_spread":0.22378568113818526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328593467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6444967,0.032064945,0.058120742,0.13214563,0.0086726,0.00075345545,0.0011699098,0.0025164366,0.120059595],"genre_scores_gemma":[0.81059813,0.025370901,0.070592895,0.01565073,0.0023907511,0.00019670602,0.0009767486,0.0008180154,0.07340512],"study_design_codex":"design_other","study_design_gemma":"case_report","domain_scores_codex":[0.99407023,0.001994909,0.0002803014,0.0011317715,0.0018652631,0.00065760844],"domain_scores_gemma":[0.992438,0.0020551302,0.00043633382,0.000662878,0.00282514,0.0015825216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0051650326,0.0013701029,0.0008795337,0.0012913954,0.003372098,0.00359051,0.0042456957,0.0045222947,0.006365196],"category_scores_gemma":[0.014580988,0.00058672065,0.0007007599,0.0005914955,0.002616455,0.004327054,0.0042851083,0.0045978487,0.0039947573],"study_design_candidate":"case_report","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022654756,0.0019741456,0.02525706,0.0017209019,0.00009612601,0.018182218,0.042270407,0.003140193,0.006907005,0.0029776604,0.078950316,0.81829745],"study_design_scores_gemma":[0.000084075255,0.0031538056,0.04055626,0.003850586,0.0001917339,0.057125315,0.1784128,0.0033346873,0.015540836,0.022443986,0.6747107,0.0005951606],"about_ca_topic_score_codex":0.005082233,"about_ca_topic_score_gemma":0.01796111,"teacher_disagreement_score":0.006365196,"about_ca_system_score_codex":0.0028566725,"about_ca_system_score_gemma":0.0026760192,"threshold_uncertainty_score":0.027315617},"labels":[],"label_agreement":null},{"id":"W2333064519","doi":"10.3208/sandf.41.5_145","title":"Field Placing Test of Lightweight Treated Soil under Seawater in Kumamoto Port","year":2001,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":67,"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","funders":"","keywords":"Soil water; Environmental science; Slurry; Geotechnical engineering; Seawater; Bulk density; Pore water pressure; Geology; Soil science; Environmental engineering","score_opus":0.012336575270017153,"score_gpt":0.23277277614888042,"score_spread":0.22043620087886326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333064519","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99929225,0.0000050604554,0.0003201451,0.000008179628,0.00000522696,0.000006993545,0.000027432483,0.00001019411,0.00032450294],"genre_scores_gemma":[0.99748445,0.000022352859,0.0008843472,0.000009567547,0.0000029240039,0.0000088311,0.00006499214,0.0000059241493,0.0015164043],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99982196,0.000016127951,0.000009433503,0.000057230813,0.00006306915,0.000032251886],"domain_scores_gemma":[0.9995981,0.000071763614,0.00005114891,0.00003080404,0.00013802858,0.000110216126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022152872,0.00030588912,0.00036279735,0.00024648604,0.0008539374,0.00019886318,0.00053065165,0.00047861013,0.0014359943],"category_scores_gemma":[0.00031474658,0.00028069064,0.0003939547,0.00024677365,0.00040557998,0.00035504662,0.0003443566,0.0005716697,0.00022177958],"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":[0.001362373,0.0005375533,0.021655064,0.00008469669,0.00001864415,0.0009741857,0.0011233572,0.0015727597,0.9678296,0.000142684,0.00013074228,0.0045682876],"study_design_scores_gemma":[0.0001984807,0.015912272,0.22352313,0.000032063446,0.00022331455,0.0007979036,0.005400977,0.009896651,0.7412512,0.0003299179,0.0023613514,0.00007287394],"about_ca_topic_score_codex":0.004424266,"about_ca_topic_score_gemma":0.013340228,"teacher_disagreement_score":0.004424266,"about_ca_system_score_codex":0.00036855432,"about_ca_system_score_gemma":0.0006534078,"threshold_uncertainty_score":0.0087970495},"labels":[],"label_agreement":null},{"id":"W2342653641","doi":"10.22260/isarc2013/0012","title":"A Proposed Model for Adoption\" High Technology Products (Robots) for Indian Construction Industry","year":2013,"lang":"en","type":"article","venue":"Proceedings of the ... ISARC","topic":"Innovations in Concrete and Construction Materials","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":"Robot; Automation; Computer science; Work (physics); Manufacturing engineering; Demolition; Download; Engineering management; Engineering; Civil engineering; Artificial intelligence; Mechanical engineering; World Wide Web","score_opus":0.011650084236712849,"score_gpt":0.20550678227148594,"score_spread":0.1938566980347731,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342653641","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19433582,0.0011627828,0.48756203,0.015833247,0.00029089273,0.0009226337,0.0025683327,0.0011285979,0.29619575],"genre_scores_gemma":[0.9100116,0.0012066505,0.0531863,0.00040631215,0.00005161811,0.0008176348,0.0007111933,0.00005743258,0.033551235],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99879885,0.00037780532,0.000061114,0.00030092985,0.00021220747,0.0002491118],"domain_scores_gemma":[0.9982728,0.0008763499,0.0002906731,0.000078485886,0.00035047726,0.00013122972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011738625,0.00090436055,0.00046202188,0.0014814558,0.0010357655,0.0042448225,0.0026462423,0.002646158,0.012797119],"category_scores_gemma":[0.002700109,0.0005158893,0.0013401392,0.0017291625,0.0014943983,0.0035060614,0.0017138615,0.0016403893,0.0019304171],"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":[0.00014189916,0.00034666687,0.01828054,0.00040877832,0.00009970418,0.0013470928,0.0026214735,0.2430443,0.0017960261,0.6773994,0.008431488,0.046082594],"study_design_scores_gemma":[0.00011749352,0.000297478,0.0090729045,0.00019711471,0.00019648147,0.0008421537,0.0020320197,0.83093697,0.0010588433,0.11457943,0.040529314,0.00013973433],"about_ca_topic_score_codex":0.02955893,"about_ca_topic_score_gemma":0.016716402,"teacher_disagreement_score":0.02955893,"about_ca_system_score_codex":0.004275185,"about_ca_system_score_gemma":0.0037688154,"threshold_uncertainty_score":0.058773756},"labels":[],"label_agreement":null},{"id":"W2351172799","doi":"","title":"Effect of Water Addition on Rheological Behaviour of BauxiteBased Low-cement Castables","year":2004,"lang":"en","type":"article","venue":"中国耐火材料(英文版)","topic":"Innovations in Concrete and Construction Materials","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":"Polytechnique Montréal","funders":"","keywords":"Rheology; Viscosity; Cement; Materials science; Water resistance; Composite material; Flow resistance; Torque; Flow (mathematics); Mechanics; Thermodynamics","score_opus":0.005417657337893575,"score_gpt":0.21373190313469412,"score_spread":0.20831424579680055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2351172799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984864,0.00031403557,0.00043475648,0.000012389932,0.000012992341,0.000010109726,0.00008658683,0.000032585333,0.00061013625],"genre_scores_gemma":[0.9977544,0.00020637742,0.00059761095,0.000008400118,0.000004511029,0.00000846768,0.000105279374,0.00002247495,0.0012924589],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972636,0.00005259833,0.000026581334,0.000042230226,0.00008953475,0.00006268321],"domain_scores_gemma":[0.99956673,0.00014481934,0.00009786807,0.000030097213,0.00008960296,0.00007091179],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024400446,0.00049765257,0.00027452924,0.00031026837,0.0001929808,0.0003557595,0.00019954638,0.00017862914,0.0020579316],"category_scores_gemma":[0.00072702154,0.00017591893,0.00016752059,0.00027240565,0.00025486495,0.00036398598,0.000172451,0.0006266572,0.00028149947],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025945876,0.00003470222,0.00033515706,0.000050244198,0.0000066998655,0.000049103004,0.00006395084,0.00017670887,0.9972025,0.000027941225,0.000017083077,0.0017764894],"study_design_scores_gemma":[0.000002212662,0.00019552743,0.001540075,0.0000024782482,0.0000074476993,0.0000093157,0.000030238847,0.0003279481,0.99757534,0.000004258775,0.00029937516,0.000005759759],"about_ca_topic_score_codex":0.0015720414,"about_ca_topic_score_gemma":0.0043647895,"teacher_disagreement_score":0.0020579316,"about_ca_system_score_codex":0.0001698907,"about_ca_system_score_gemma":0.00018311969,"threshold_uncertainty_score":0.0068845153},"labels":[],"label_agreement":null},{"id":"W2352171675","doi":"","title":"Water circulation use in an ecological residence quarter","year":2004,"lang":"en","type":"article","venue":"Journal of Dalian Fisheries University","topic":"Innovations in Concrete and Construction Materials","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":"Circulation (fluid dynamics); Groundwater; Water circulation; Environmental science; Quarter (Canadian coin); Residence; Residence time (fluid dynamics); Surface water; Sewage; Hydrology (agriculture); Environmental engineering; Water resource management; Ecology; Geography; Geology; Oceanography; Engineering; Biology","score_opus":0.01957237906261599,"score_gpt":0.19408418123838636,"score_spread":0.17451180217577036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2352171675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96662605,0.00015305397,0.014830822,0.00014041111,0.000015831705,0.000032506894,0.00009530329,0.00018146804,0.01792457],"genre_scores_gemma":[0.99433523,0.000038979888,0.0016776165,0.000008532453,0.0000033357628,0.000007307478,0.000040483992,0.0000101678415,0.0038782714],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9997913,0.000043901433,0.000015318321,0.000044427194,0.000047286547,0.000057674115],"domain_scores_gemma":[0.99980384,0.000013480149,0.000033341807,0.000024270586,0.000063355445,0.000061630315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018427396,0.00010504793,0.00012869466,0.00059228134,0.00070040365,0.00066328445,0.00033111603,0.00022151564,0.0037126516],"category_scores_gemma":[0.00029917902,0.00012529617,0.00016776948,0.00052827015,0.000577075,0.0008426179,0.0008846195,0.00017907731,0.0003922431],"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":[0.0015085564,0.00046414702,0.22879303,0.00043577692,0.000058113757,0.003644457,0.0110216485,0.030203413,0.20155334,0.11079523,0.004884659,0.40663767],"study_design_scores_gemma":[0.00020967706,0.003609326,0.38612387,0.00025141027,0.00023261385,0.0034430847,0.02248832,0.11538515,0.09453543,0.03961151,0.33379334,0.0003162978],"about_ca_topic_score_codex":0.006602526,"about_ca_topic_score_gemma":0.007548059,"teacher_disagreement_score":0.006602526,"about_ca_system_score_codex":0.00096481317,"about_ca_system_score_gemma":0.001062188,"threshold_uncertainty_score":0.013128161},"labels":[],"label_agreement":null},{"id":"W2381265749","doi":"","title":"Rheology of Alumina-Based Graphite-Containing Castables","year":2005,"lang":"en","type":"article","venue":"China's Refractories","topic":"Innovations in Concrete and Construction Materials","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":"Polytechnique Montréal","funders":"","keywords":"Rheology; Graphite; Materials science; Rheometer; Pellets; Dynamic shear rheometer; Composite material; Shearing (physics); Flake; Extrusion; Carbon fibers; Composite number","score_opus":0.005780748322223912,"score_gpt":0.20876228538722685,"score_spread":0.20298153706500294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2381265749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99643683,0.00071236363,0.0013481278,0.000018142202,0.000026248441,0.000011028091,0.00022274563,0.00005247133,0.0011720482],"genre_scores_gemma":[0.9967535,0.00025581135,0.0010710427,0.000013533284,0.0000065313557,0.000006944746,0.0002624012,0.000024830133,0.0016054292],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979633,0.00002420199,0.000013635748,0.00003277685,0.00010103155,0.00003207059],"domain_scores_gemma":[0.9997279,0.00005706673,0.00006688812,0.000024900644,0.000076644916,0.00004662726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014433361,0.00033310277,0.00019833315,0.00039449852,0.0001660969,0.0002614108,0.00021857816,0.00017081804,0.0013146495],"category_scores_gemma":[0.00043195195,0.000108776214,0.00018879205,0.00024955973,0.00016809918,0.0002461549,0.00012792132,0.000498248,0.00021317315],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007631301,0.0000066017183,0.00023261805,0.00003833931,0.0000048811667,0.000040654264,0.00002749499,0.000058461745,0.99859446,0.000025355383,0.000013677199,0.00088115176],"study_design_scores_gemma":[0.0000038039123,0.00017178032,0.0068721105,0.000007636336,0.000014767103,0.00007495643,0.000048334576,0.00034053045,0.9916204,0.000011163933,0.0008258345,0.000008656281],"about_ca_topic_score_codex":0.0008609507,"about_ca_topic_score_gemma":0.0021123264,"teacher_disagreement_score":0.0013146495,"about_ca_system_score_codex":0.00012351724,"about_ca_system_score_gemma":0.00014096411,"threshold_uncertainty_score":0.0043979287},"labels":[],"label_agreement":null},{"id":"W2412926762","doi":"","title":"Ternary Cement in Canada","year":2007,"lang":"en","type":"article","venue":"ACI Concrete International","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":7,"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":"Cement; Ternary operation; Materials science; Geotechnical engineering; Composite material; Forensic engineering; Structural engineering; Engineering; Computer science; Programming language","score_opus":0.005147031667365799,"score_gpt":0.19647288966540746,"score_spread":0.19132585799804167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2412926762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60266477,0.0077507314,0.0007389067,0.0109156575,0.00036597953,0.00015282798,0.0059797126,0.00024367776,0.37118775],"genre_scores_gemma":[0.75718486,0.002376297,0.0007779776,0.0007264344,0.000023963441,0.000019382142,0.0008410564,0.00006062396,0.23798937],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991454,0.000031430085,0.000028367109,0.000083906,0.00040914523,0.00030176752],"domain_scores_gemma":[0.9991872,0.000038044112,0.000039221228,0.000024625937,0.0005656598,0.00014528494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044842326,0.00021868992,0.0003575544,0.0023864121,0.0056111617,0.0030710907,0.0007288348,0.00072255096,0.014393778],"category_scores_gemma":[0.0010507791,0.00025594223,0.0003867784,0.0026736162,0.00085647625,0.0007002682,0.0011270923,0.0010904943,0.00081712066],"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":[0.0015132237,0.00043446803,0.16664541,0.0007446065,0.00020060487,0.0031784496,0.008826918,0.004388315,0.019149028,0.41842422,0.09985791,0.27663687],"study_design_scores_gemma":[0.00006356138,0.00008736582,0.1985221,0.00017207889,0.000072674506,0.00024920033,0.005691464,0.0014359853,0.0065751323,0.0035640157,0.78349346,0.00007299786],"about_ca_topic_score_codex":0.9937774,"about_ca_topic_score_gemma":0.99814487,"teacher_disagreement_score":0.08033893,"about_ca_system_score_codex":0.08033893,"about_ca_system_score_gemma":0.10384031,"threshold_uncertainty_score":0.5829025},"labels":[],"label_agreement":null},{"id":"W2414913656","doi":"","title":"Eleventh International Conference on Superplasticizers and other Chemical Admixtures in Concrete : Ottawa, Ontario, Canada, 10-13 July 2015","year":2015,"lang":"en","type":"article","venue":"Medical Entomology and Zoology","topic":"Innovations in Concrete and Construction Materials","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":"Eleventh; Superplasticizer; Archaeology; Environmental science; Geography; Cement","score_opus":0.01578534910047967,"score_gpt":0.24779591986509567,"score_spread":0.232010570764616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2414913656","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03499534,0.12110901,0.018466424,0.044846416,0.04659321,0.001023132,0.0054672747,0.000823511,0.72667575],"genre_scores_gemma":[0.028577305,0.01577661,0.004352413,0.0007578545,0.0009409639,0.00006571378,0.0014069102,0.000140077,0.9479821],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99800986,0.00012938083,0.000050706774,0.00014043837,0.0010525939,0.000617175],"domain_scores_gemma":[0.9979081,0.00008244483,0.00006308124,0.00010612832,0.0013664664,0.00047376036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031572822,0.0012736662,0.0006560054,0.0021500417,0.0043178396,0.0037323409,0.002202569,0.001888467,0.10056774],"category_scores_gemma":[0.0011750383,0.00047690008,0.00097010634,0.0019095169,0.0021227712,0.0013641677,0.002895587,0.001769054,0.015533064],"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":[0.00043192317,0.00034160394,0.004047444,0.0005010138,0.00004288622,0.00035066516,0.0005903073,0.0016136243,0.007414299,0.0064782607,0.75881165,0.21937633],"study_design_scores_gemma":[0.0000068194854,0.00006519588,0.0024332516,0.000110447756,0.000015432952,0.00006297825,0.00037941991,0.00019409954,0.001991882,0.00037987626,0.9943434,0.000017102235],"about_ca_topic_score_codex":0.57269436,"about_ca_topic_score_gemma":0.890188,"teacher_disagreement_score":0.42730564,"about_ca_system_score_codex":0.014188351,"about_ca_system_score_gemma":0.033556283,"threshold_uncertainty_score":0.85964423},"labels":[],"label_agreement":null},{"id":"W2442161837","doi":"10.14359/12460","title":"Variation of Formwork Pressure with Thixotropy of Self-Consolidating Concrete","year":2003,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":102,"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":"Thixotropy; Self-consolidating concrete; Formwork; Computer science; Variation (astronomy); Geotechnical engineering; Engineering; Structural engineering; Composite material; Materials science; Physics","score_opus":0.005486812837969593,"score_gpt":0.19376589009823642,"score_spread":0.18827907726026683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2442161837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972276,0.000045051296,0.0007837333,0.000012697164,0.0000048172365,0.00000451997,0.00005534824,0.000028523453,0.0018376715],"genre_scores_gemma":[0.9992687,0.000020087637,0.000101099744,0.0000029286755,0.0000019462652,0.0000016867924,0.000026402937,0.000007747488,0.00056953245],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981076,0.000025713476,0.000008576224,0.000039372677,0.00006275741,0.00005282215],"domain_scores_gemma":[0.9991837,0.0003959645,0.00011697914,0.000061011797,0.00015942972,0.00008301379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023761738,0.00017316132,0.00017751835,0.00027538228,0.00023158218,0.000548173,0.0002917545,0.00032171892,0.0061921156],"category_scores_gemma":[0.001328209,0.00018176438,0.0001440762,0.00029907725,0.00047360393,0.00030426675,0.00034336527,0.00035725834,0.00057206495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017137944,0.00013085961,0.016139355,0.00006857832,0.000022626207,0.0004745297,0.0006024499,0.0064237732,0.9509344,0.0005569033,0.0003352646,0.022597501],"study_design_scores_gemma":[0.000041904157,0.0010478607,0.19350928,0.000015186003,0.00003611393,0.0004420574,0.0006309939,0.026941208,0.77546597,0.00039507082,0.0014270123,0.000047310325],"about_ca_topic_score_codex":0.0009088655,"about_ca_topic_score_gemma":0.00075050595,"teacher_disagreement_score":0.0061921156,"about_ca_system_score_codex":0.00016835872,"about_ca_system_score_gemma":0.00020596734,"threshold_uncertainty_score":0.0207147},"labels":[],"label_agreement":null},{"id":"W2460775583","doi":"","title":"Thirteenth International Conference on Recent Advances in Concrete Technology and Sustainability Issues : Ottawa, Ontario, Canada, 14-17 July 2015","year":2015,"lang":"en","type":"article","venue":"Medical Entomology and Zoology","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"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":"Sustainability; Political science; Geography; Library science; Environmental planning; Engineering; Computer science","score_opus":0.010536020312624923,"score_gpt":0.2713966689065969,"score_spread":0.260860648593972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2460775583","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02121933,0.14514071,0.0070045167,0.065789066,0.07771593,0.0007445099,0.012908638,0.00086910225,0.6686081],"genre_scores_gemma":[0.01909812,0.01881238,0.0022617148,0.00085018534,0.00097426976,0.000056123845,0.0021658295,0.00014785367,0.9556336],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984724,0.00006538655,0.000048639562,0.0000986881,0.0007653632,0.000549494],"domain_scores_gemma":[0.99695045,0.00006860197,0.00007515735,0.000086300744,0.0018888261,0.00093077164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022018913,0.001234785,0.0008597633,0.0025202683,0.0055270283,0.005805303,0.0017025191,0.0017081358,0.1513474],"category_scores_gemma":[0.0014647286,0.00048384722,0.0008232073,0.0033440113,0.0019547616,0.0015590116,0.0031484908,0.0019905458,0.022735672],"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":[0.00015630621,0.00007842035,0.002436196,0.0004025376,0.000017873204,0.00015593994,0.0004916689,0.00042239056,0.0011467447,0.0026467287,0.88997954,0.10206558],"study_design_scores_gemma":[0.000004863466,0.000021387359,0.0037741521,0.0001778391,0.0000116352485,0.000032620785,0.00070294784,0.00008423163,0.00028554955,0.0002465153,0.9946432,0.000015109347],"about_ca_topic_score_codex":0.82576793,"about_ca_topic_score_gemma":0.96621454,"teacher_disagreement_score":0.17423207,"about_ca_system_score_codex":0.022402925,"about_ca_system_score_gemma":0.06941598,"threshold_uncertainty_score":0.5063075},"labels":[],"label_agreement":null},{"id":"W2464230295","doi":"","title":"Modélisation du comportement des bétons fibrés à ultra-hautes performances par la micromécanique : effet de l'orientation des fibres à l'échelle de la structure","year":2016,"lang":"fr","type":"dissertation","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Humanities; Physics; Art","score_opus":0.006337705792712895,"score_gpt":0.24373052044002544,"score_spread":0.23739281464731254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2464230295","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73863554,0.0011460547,0.23839097,0.00040290257,0.00012435768,0.00010001945,0.00066282717,0.00066917157,0.019868087],"genre_scores_gemma":[0.9740189,0.0005626861,0.015683992,0.000028821743,0.000009338927,0.00009736565,0.0002393221,0.00008931315,0.009270391],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981993,0.000023021614,0.0000063148077,0.000046905407,0.00007592422,0.000027880633],"domain_scores_gemma":[0.9997317,0.00014065142,0.00003261462,0.000029300256,0.000051846102,0.00001383071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027255813,0.0005871732,0.00039653623,0.0003581016,0.00041149216,0.0010047805,0.00055098225,0.0014129713,0.0027992309],"category_scores_gemma":[0.00070717616,0.0004273205,0.0007384004,0.00036911867,0.0005485668,0.00074296974,0.00034715777,0.000557912,0.0004341425],"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":[0.000047271405,0.000037623122,0.0015897184,0.000079032165,0.000015536005,0.00007818811,0.00006963259,0.97176117,0.01892215,0.0014072013,0.0001558674,0.00583658],"study_design_scores_gemma":[0.0000056509507,0.00006132677,0.0012606945,0.000013508795,0.000013756038,0.000033650285,0.00003968377,0.9884421,0.008380753,0.00049397495,0.0012415719,0.000013299309],"about_ca_topic_score_codex":0.010441725,"about_ca_topic_score_gemma":0.011834013,"teacher_disagreement_score":0.010441725,"about_ca_system_score_codex":0.0007477821,"about_ca_system_score_gemma":0.00083694997,"threshold_uncertainty_score":0.020761907},"labels":[],"label_agreement":null},{"id":"W2472162277","doi":"","title":"Pliteq Inc. – 2015 Research in Architectural Acoustics","year":2016,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Innovations in Concrete and Construction Materials","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":"Engineering; Frame (networking); Acoustics; Stiffness; Structural engineering; Vibration isolation; Sound (geography); Architectural engineering; Vibration; Mechanical engineering; Physics","score_opus":0.033018597722972394,"score_gpt":0.2860318933603945,"score_spread":0.2530132956374221,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2472162277","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014061581,0.027583625,0.023886684,0.023601605,0.0032295266,0.00029714179,0.0023825213,0.002547314,0.90241003],"genre_scores_gemma":[0.036536325,0.009253174,0.010077452,0.0006080371,0.00043367886,0.00007171513,0.0009838663,0.0004513819,0.94158435],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99525213,0.00020800754,0.00011044311,0.0006930828,0.0033863569,0.00035003162],"domain_scores_gemma":[0.988677,0.0006137918,0.00030430165,0.00054776645,0.0076785646,0.0021785498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004444755,0.001370307,0.0005305176,0.003908967,0.0024729923,0.003970821,0.0011544406,0.0017160805,0.13208486],"category_scores_gemma":[0.00307706,0.0007299668,0.00040006664,0.0034865127,0.0019725028,0.0030794719,0.0019318003,0.0025642056,0.04328957],"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":[0.00018780255,0.0002073241,0.002814793,0.0004537611,0.000012547356,0.0002669589,0.0007309615,0.0010613855,0.016095763,0.05133711,0.38224754,0.54458404],"study_design_scores_gemma":[0.000010852213,0.000118839635,0.0026013118,0.0001156905,0.0000052795076,0.00022633263,0.00019119341,0.0007380733,0.003908798,0.0008391657,0.9912281,0.000016420236],"about_ca_topic_score_codex":0.091469735,"about_ca_topic_score_gemma":0.14557661,"teacher_disagreement_score":0.90853024,"about_ca_system_score_codex":0.011982136,"about_ca_system_score_gemma":0.019750481,"threshold_uncertainty_score":0.4418679},"labels":[],"label_agreement":null},{"id":"W2504361305","doi":"10.1007/978-90-481-9664-7","title":"Design, Production and Placement of Self-Consolidating Concrete","year":2010,"lang":"en","type":"book","venue":"","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":100,"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":"Self-consolidating concrete; Engineering; Materials science; Composite material","score_opus":0.011908237652530997,"score_gpt":0.2078060080416259,"score_spread":0.19589777038909492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2504361305","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023069605,0.0036113588,0.69075483,0.0002745736,0.00073554047,0.00019568518,0.0002869339,0.0016168649,0.27945465],"genre_scores_gemma":[0.16438696,0.0035347582,0.44253138,0.000079467536,0.000100278055,0.0001426144,0.0005823739,0.0008375186,0.3878047],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99959415,0.000031480748,0.000016537377,0.00005426453,0.00027924316,0.000024321982],"domain_scores_gemma":[0.9999112,0.000015783606,0.000008099862,0.000023219809,0.00003502494,0.000006629527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029496723,0.00080096466,0.00036766,0.00059137517,0.00040655854,0.0012343016,0.0013691455,0.000694234,0.0063369125],"category_scores_gemma":[0.00032658616,0.0006177103,0.00035567692,0.00058278197,0.0007502471,0.0006874452,0.00058231223,0.00073368155,0.0024737995],"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":[0.00004960149,0.000070350376,0.0008036036,0.0005917351,0.000017453172,0.00060968276,0.000918862,0.09735783,0.13460912,0.20386696,0.031540297,0.5295645],"study_design_scores_gemma":[0.000019438901,0.000195297,0.00309573,0.00016418078,0.000035227513,0.0015626405,0.00039067844,0.10241088,0.11368495,0.04229547,0.7360863,0.000059193866],"about_ca_topic_score_codex":0.0018474999,"about_ca_topic_score_gemma":0.005825538,"teacher_disagreement_score":0.0063369125,"about_ca_system_score_codex":0.0006172642,"about_ca_system_score_gemma":0.000980006,"threshold_uncertainty_score":0.021199048},"labels":[],"label_agreement":null},{"id":"W2514056010","doi":"","title":"Laboratory impact and airborne sound attenuation in cross-laminated timber construction using resiliently mounted ceilings and poured concrete toppings.","year":2016,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Innovations in Concrete and Construction Materials","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":"Ceiling (cloud); Engineering; Structural engineering; Soundproofing; Cross laminated timber; Attenuation; Materials science; Composite material","score_opus":0.008605073513881614,"score_gpt":0.25098822716768265,"score_spread":0.24238315365380103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514056010","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972255,0.00008032012,0.0018520037,0.000010551483,0.000016746078,0.000046376877,0.00007226671,0.000039343104,0.0006569268],"genre_scores_gemma":[0.99400806,0.000112541675,0.0045012184,0.000017717022,0.000007807382,0.00006294524,0.00012873874,0.000017278604,0.0011437126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99872726,0.00031149725,0.000058206584,0.00018503272,0.00044074267,0.00027727315],"domain_scores_gemma":[0.9983431,0.0005993734,0.00029424363,0.00022002339,0.00029552545,0.00024774065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009826148,0.00087784167,0.00032252504,0.0004727206,0.000558501,0.0004386678,0.00067689293,0.0005751243,0.0016639378],"category_scores_gemma":[0.0011842597,0.00043754355,0.00068191777,0.0002936076,0.00092859234,0.00049313,0.0008596408,0.000773235,0.0002971032],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016029519,0.002740266,0.004143789,0.0001606147,0.00003840248,0.00029673392,0.00085006864,0.0037279755,0.9798155,0.0001726052,0.0001505778,0.0063004633],"study_design_scores_gemma":[0.00013223804,0.035173103,0.015052193,0.000019107483,0.0000899068,0.00028169967,0.0006032102,0.0028075336,0.9448366,0.00010259506,0.000857727,0.000044092358],"about_ca_topic_score_codex":0.00344214,"about_ca_topic_score_gemma":0.005459549,"teacher_disagreement_score":0.00344214,"about_ca_system_score_codex":0.00042820172,"about_ca_system_score_gemma":0.0005476951,"threshold_uncertainty_score":0.0068442225},"labels":[],"label_agreement":null},{"id":"W2531882926","doi":"10.1371/journal.pone.0164825","title":"Accuracy of Gypsum Casts after Different Impression Techniques and Double Pouring","year":2016,"lang":"en","type":"article","venue":"PLoS ONE","topic":"Innovations in Concrete and Construction Materials","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":"McGill University","funders":"Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Impression; Gypsum; Orthodontics; Computer science; Dentistry; Medicine; Biology; World Wide Web; Paleontology","score_opus":0.023071908912047565,"score_gpt":0.21789714741445174,"score_spread":0.19482523850240419,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2531882926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9695007,0.0066945506,0.019731937,0.00008661381,0.0003641309,0.00013663806,0.00052579964,0.00044344977,0.0025161107],"genre_scores_gemma":[0.97987384,0.0014628653,0.01569793,0.000029282694,0.00008254134,0.000029823757,0.0004442252,0.00015804204,0.002221461],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9967661,0.0004374575,0.00023332088,0.000521508,0.0018276222,0.00021393767],"domain_scores_gemma":[0.992572,0.0032129379,0.000834175,0.0017260622,0.00141327,0.0002415634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002200668,0.0009829332,0.0010546407,0.0015692136,0.00044809552,0.0008298193,0.0005277226,0.0006681707,0.0022746248],"category_scores_gemma":[0.0075828223,0.00046842676,0.0009954959,0.00066745153,0.00059194607,0.0004336687,0.0007579896,0.000753225,0.0009314429],"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":[0.012971095,0.0003757705,0.111403525,0.001978815,0.0007093465,0.0016062893,0.004192401,0.0031520631,0.42364764,0.00032230766,0.0010842215,0.43855655],"study_design_scores_gemma":[0.0003861276,0.008310721,0.69859606,0.00034813266,0.0017005501,0.016579688,0.0022923527,0.012415729,0.24643494,0.00035143073,0.012060425,0.0005238555],"about_ca_topic_score_codex":0.0020734565,"about_ca_topic_score_gemma":0.004544213,"teacher_disagreement_score":0.0022746248,"about_ca_system_score_codex":0.00027584896,"about_ca_system_score_gemma":0.0004567047,"threshold_uncertainty_score":0.011638343},"labels":[],"label_agreement":null},{"id":"W2553831955","doi":"10.2527/jam2016-0704","title":"0704 Thermal stability of microfiltered and ultrafiltered retentates","year":2016,"lang":"en","type":"article","venue":"Journal of Animal Science","topic":"Innovations in Concrete and Construction Materials","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 Guelph","funders":"","keywords":"Diafiltration; Microfiltration; Ultrafiltration (renal); Chemistry; Chromatography; Pasteurization; Whey protein; Membrane; Coagulation; Lactose; Food science; Biochemistry","score_opus":0.01799603502605864,"score_gpt":0.23467467677873383,"score_spread":0.21667864175267518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2553831955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971649,0.000992841,0.0011880066,0.000019132785,0.00001564597,0.000011702632,0.00019887617,0.000029388164,0.0003794252],"genre_scores_gemma":[0.99372345,0.0006420474,0.0025425707,0.000029836243,0.000011692936,0.00003050187,0.00067123066,0.000047147074,0.0023014604],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995733,0.000064937725,0.00003793669,0.00009543452,0.0001581558,0.000070366055],"domain_scores_gemma":[0.99971026,0.000060674407,0.00007361536,0.000025407742,0.00010798357,0.000022021452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043277605,0.00038063075,0.00034290127,0.000275855,0.00023411462,0.0005614215,0.00024044837,0.00046388304,0.0012078569],"category_scores_gemma":[0.0006835167,0.00016413881,0.00044202292,0.00024056349,0.00018967672,0.00028916966,0.00022080562,0.00039576017,0.00028932383],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012018565,0.0000163589,0.00042258835,0.000031558237,0.000018078093,0.000029522613,0.0000394773,0.00011399955,0.9977416,0.000019901387,0.00002921829,0.0014175267],"study_design_scores_gemma":[0.000004545495,0.00026398938,0.008490229,0.000009015645,0.00002591446,0.000067473244,0.00004196383,0.00053704024,0.9894366,0.000008758479,0.0011029837,0.000011338443],"about_ca_topic_score_codex":0.001584765,"about_ca_topic_score_gemma":0.0013234755,"teacher_disagreement_score":0.001584765,"about_ca_system_score_codex":0.0003893269,"about_ca_system_score_gemma":0.00017710042,"threshold_uncertainty_score":0.004040718},"labels":[],"label_agreement":null},{"id":"W2557340007","doi":"10.1061/(asce)mt.1943-5533.0001827","title":"Effect of Formwork Characteristics on SCC Lateral Pressure","year":2016,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Formwork; Materials science; Self-consolidating concrete; Structural engineering; Composite material; Geotechnical engineering; Engineering; Compressive strength","score_opus":0.0037164254805325536,"score_gpt":0.20113526124725503,"score_spread":0.19741883576672248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557340007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99830794,0.00006889975,0.0011154179,0.0000048302245,0.000004827673,0.000007784306,0.000036234116,0.000033235898,0.00042084692],"genre_scores_gemma":[0.99820876,0.00007016968,0.0011652786,0.000005420165,0.0000021873145,0.000007757048,0.00006444636,0.000014113041,0.00046190864],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994795,0.00005743458,0.000041432617,0.00008226559,0.00026176556,0.00007759664],"domain_scores_gemma":[0.9986744,0.00048740424,0.00026609327,0.00012103242,0.00032229573,0.0001289025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033149694,0.00048568676,0.00021618862,0.00024236798,0.00016855517,0.0004431441,0.00023635429,0.00028100153,0.0011804618],"category_scores_gemma":[0.0012842163,0.00028332745,0.00022837296,0.00026655055,0.0003109305,0.0003348326,0.00038508364,0.00039603136,0.0002494429],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023530894,0.000042762636,0.005421975,0.00007896299,0.000009859974,0.0001273105,0.00012088973,0.0019373741,0.9827003,0.00003076299,0.000050316834,0.0092441775],"study_design_scores_gemma":[0.000006526602,0.00073151174,0.02636589,0.0000060905854,0.000016771448,0.00010621192,0.00012597782,0.0035679934,0.9683203,0.000015969918,0.0007240534,0.000012645346],"about_ca_topic_score_codex":0.0009349791,"about_ca_topic_score_gemma":0.0016997877,"teacher_disagreement_score":0.0011804618,"about_ca_system_score_codex":0.00017548603,"about_ca_system_score_gemma":0.0002584604,"threshold_uncertainty_score":0.003949046},"labels":[],"label_agreement":null},{"id":"W2559910037","doi":"","title":"Steam curing characteristics of cellular concrete on the base of nanostructured binder","year":2016,"lang":"en","type":"article","venue":"Journal of Basic & Applied Sciences","topic":"Innovations in Concrete and Construction Materials","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":"Curing (chemistry); Materials science; Composite material; Cement; Base (topology); Mathematics","score_opus":0.015690700051554658,"score_gpt":0.2072412314468429,"score_spread":0.19155053139528824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2559910037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979804,0.00025446477,0.0006827838,0.000004973638,0.0000041822163,0.0000040218715,0.00007294983,0.000026859427,0.00096952723],"genre_scores_gemma":[0.9986076,0.00011380074,0.00025857947,0.0000027832739,0.0000017761452,0.0000019335112,0.00006849434,0.000016641645,0.0009284453],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998505,0.000009602852,0.000005857489,0.000018615809,0.00009695005,0.000018491208],"domain_scores_gemma":[0.9996356,0.000114947325,0.00007836297,0.000023060387,0.000110281035,0.00003774691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014067824,0.00019091126,0.00018836644,0.00033485878,0.000112189155,0.0001479204,0.0000992056,0.00013021236,0.002284261],"category_scores_gemma":[0.00041996827,0.0001079544,0.0001678679,0.00019052938,0.0002079172,0.00019496867,0.00010382164,0.00035353517,0.00027926313],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007917591,0.0000063240677,0.0007110361,0.00003263796,0.000002634708,0.000038864837,0.000080981496,0.0003250416,0.9973558,0.00003273999,0.0000099598265,0.0013248879],"study_design_scores_gemma":[0.00000261572,0.00030538987,0.016251665,0.000005429059,0.00001571229,0.0000896473,0.000069846494,0.0013188006,0.9813472,0.000016696866,0.0005701469,0.000006892773],"about_ca_topic_score_codex":0.0007684141,"about_ca_topic_score_gemma":0.0014967809,"teacher_disagreement_score":0.002284261,"about_ca_system_score_codex":0.000104376835,"about_ca_system_score_gemma":0.00011200776,"threshold_uncertainty_score":0.0076416135},"labels":[],"label_agreement":null},{"id":"W2560004846","doi":"10.1115/detc2016-59680","title":"Parameter Design of a Pneumatic Dispensing 3D Printing System for Soft Scaffold Fabrication","year":2016,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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 Manitoba","funders":"","keywords":"3D printing; Scaffold; Fabrication; Computer science; Selection (genetic algorithm); Quality (philosophy); Mechanical engineering; Engineering; Biomedical engineering; Artificial intelligence","score_opus":0.02417306587167528,"score_gpt":0.22600453716007646,"score_spread":0.20183147128840118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2560004846","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26200664,0.00040175373,0.7296388,0.00010963833,0.000057853467,0.0006555022,0.00021824305,0.0015887811,0.005322768],"genre_scores_gemma":[0.75906825,0.00015060439,0.23910439,0.00003873378,0.00000987708,0.00042186282,0.000109213994,0.000072294286,0.0010248357],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936634,0.00009192029,0.00005909495,0.00012018464,0.00032604736,0.000036432004],"domain_scores_gemma":[0.99938345,0.00018709294,0.000152006,0.00006661011,0.00018031993,0.000030422925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006235853,0.0008042258,0.00045657327,0.0006258156,0.00037445294,0.0008233191,0.00085206516,0.0006153217,0.0011564669],"category_scores_gemma":[0.0009836404,0.00039849884,0.0003957715,0.00039035076,0.0003221879,0.00047388682,0.00039074093,0.00031031275,0.0003937574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027922104,0.00025540646,0.0018494333,0.00046440127,0.00003884033,0.00023286315,0.00022099748,0.077246524,0.83297205,0.0016545864,0.00042448784,0.0843612],"study_design_scores_gemma":[0.00006491705,0.0009901765,0.00384394,0.00002346552,0.000076754106,0.00022247928,0.000062873274,0.21390244,0.77414787,0.0005569634,0.006021831,0.00008636983],"about_ca_topic_score_codex":0.00063301896,"about_ca_topic_score_gemma":0.00092488684,"teacher_disagreement_score":0.0011564669,"about_ca_system_score_codex":0.0004806247,"about_ca_system_score_gemma":0.00063565816,"threshold_uncertainty_score":0.0038688183},"labels":[],"label_agreement":null},{"id":"W2560343849","doi":"","title":"Proceedings of the American Society for Composites: Twenty-Sixth Technical Conference, Montreal, Quebec, Canada, September 26–28","year":2011,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Engineering","score_opus":0.01582552342211198,"score_gpt":0.2086777553292411,"score_spread":0.19285223190712913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2560343849","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.047268245,0.03792063,0.016268292,0.02931052,0.059296973,0.0007469336,0.007171798,0.0017065081,0.8003101],"genre_scores_gemma":[0.017470002,0.0035950085,0.0020023112,0.00034379907,0.00057436974,0.000038664264,0.0013069909,0.00016632237,0.9745026],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99922824,0.000045234076,0.000015456544,0.00006732072,0.00045670182,0.0001870143],"domain_scores_gemma":[0.998059,0.000048262646,0.000024062347,0.000059235525,0.0015027471,0.00030681337],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019478665,0.0011257891,0.0007395796,0.0011978123,0.00294516,0.0026348298,0.0013720943,0.0010029485,0.1294708],"category_scores_gemma":[0.00092847814,0.00037230412,0.00051764015,0.0011127674,0.0011997289,0.0006250503,0.0012582078,0.0011668174,0.035162862],"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":[0.00017997352,0.000116686584,0.0018795112,0.00010168378,0.000022439233,0.00010920517,0.00013457943,0.00025287463,0.0035275014,0.0010224462,0.92591923,0.066733934],"study_design_scores_gemma":[0.000018132512,0.000042203406,0.006701875,0.00006297753,0.000025863386,0.000058936494,0.00030718086,0.00041722602,0.0022192632,0.00032695645,0.9897975,0.00002200568],"about_ca_topic_score_codex":0.6003526,"about_ca_topic_score_gemma":0.8722516,"teacher_disagreement_score":0.3996474,"about_ca_system_score_codex":0.008623844,"about_ca_system_score_gemma":0.016803654,"threshold_uncertainty_score":0.80400205},"labels":[],"label_agreement":null},{"id":"W2562795335","doi":"10.1617/s11527-016-0992-4","title":"Particle migration during concrete rheometry: How bad is it?","year":2016,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":34,"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":"Natural Sciences and Engineering Research Council of Canada; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Rheometer; Rheology; Rheometry; Materials science; Solid mechanics; Aggregate (composite); Mortar; Composite material; Particle (ecology); Viscosity; Superplasticizer; Silica fume; Particle size; Geotechnical engineering; Cement; Engineering; Geology","score_opus":0.009530469073784164,"score_gpt":0.21152445473227707,"score_spread":0.2019939856584929,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2562795335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80514246,0.06602919,0.05553537,0.054405473,0.010234694,0.00009721832,0.00032919727,0.0013677926,0.006858616],"genre_scores_gemma":[0.9716887,0.0114303995,0.0076557607,0.004967509,0.0019193738,0.000029679655,0.00016776899,0.0002308428,0.0019098204],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9946877,0.0017814165,0.00055621,0.0009513577,0.0015627581,0.00046054847],"domain_scores_gemma":[0.981079,0.007630131,0.004217568,0.0020306287,0.004169553,0.0008731315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009965842,0.0007233594,0.0014618803,0.0010415249,0.00095888635,0.0035621403,0.0012105273,0.00508035,0.0009991232],"category_scores_gemma":[0.036753982,0.00073335407,0.0006406835,0.0008439284,0.00281947,0.006701936,0.0014111492,0.002617101,0.0009464019],"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":[0.00319355,0.0010969896,0.36910105,0.0029797636,0.0015179166,0.0015643286,0.004195695,0.010835553,0.08030006,0.004400308,0.033501066,0.4873137],"study_design_scores_gemma":[0.00028623256,0.004156289,0.5788411,0.0025481882,0.0015187982,0.007835805,0.017452909,0.082601056,0.21159528,0.03252964,0.05918114,0.001453586],"about_ca_topic_score_codex":0.002636334,"about_ca_topic_score_gemma":0.0032269843,"teacher_disagreement_score":0.009965842,"about_ca_system_score_codex":0.0005863408,"about_ca_system_score_gemma":0.0008875533,"threshold_uncertainty_score":0.05270499},"labels":[],"label_agreement":null},{"id":"W2564537731","doi":"","title":"STR-947: COLUMN RETROFIT BY PLASTIC HINGE RELOCATION USING ADVANCED COMPOSITE MATERIALS","year":2016,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Innovations in Concrete and Construction Materials","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":"Column (typography); Hinge; Forensic engineering; Relocation; Plastic hinge; Composite number; Engineering; Structural engineering; Materials science; Computer science; Composite material","score_opus":0.049491770156265005,"score_gpt":0.27570882874142527,"score_spread":0.22621705858516028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2564537731","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93233526,0.000688097,0.045974173,0.000080094855,0.00018507388,0.00019364417,0.000534993,0.0034363223,0.016572466],"genre_scores_gemma":[0.9491938,0.00022359178,0.031041492,0.00010237754,0.000026373466,0.000058055477,0.00060970563,0.00026825,0.018476423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996731,0.000026892441,0.000013177089,0.000048600483,0.00017686712,0.00006134269],"domain_scores_gemma":[0.9997744,0.000023962106,0.000055280372,0.00004980956,0.00005375179,0.00004277137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002737214,0.00060531835,0.0003389762,0.0008128359,0.00027114325,0.00040846094,0.0010510875,0.0005066446,0.0073866933],"category_scores_gemma":[0.0002154928,0.00028640236,0.00051567494,0.00033551018,0.00029783207,0.0004737179,0.0004597113,0.0005640534,0.0031437143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005135287,0.00048597035,0.002765615,0.00027403986,0.000047672514,0.00074172835,0.00006817138,0.005981841,0.9198274,0.0007751726,0.0019239758,0.06659489],"study_design_scores_gemma":[0.00006857534,0.003108009,0.0053174784,0.000015820353,0.00004130358,0.0016604606,0.000054771244,0.012350332,0.9649348,0.00011241684,0.012285863,0.00005007423],"about_ca_topic_score_codex":0.00046159024,"about_ca_topic_score_gemma":0.0016526012,"teacher_disagreement_score":0.0073866933,"about_ca_system_score_codex":0.00027192145,"about_ca_system_score_gemma":0.00026378073,"threshold_uncertainty_score":0.024710894},"labels":[],"label_agreement":null},{"id":"W2566189306","doi":"10.2495/sdp-v12-n2-326-335","title":"Lightweight Gypsum Based Materials: Methods of Preparation and Utilization","year":2016,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":23,"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":"Grantová Agentura České Republiky","keywords":"Gypsum; Environmental science; Materials science; Process engineering; Construction engineering; Waste management; Engineering; Composite material","score_opus":0.023479281616876534,"score_gpt":0.30826711352934055,"score_spread":0.28478783191246404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2566189306","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48498753,0.095982485,0.3616765,0.00081407116,0.00075705757,0.0023502174,0.0032651331,0.0020997506,0.04806733],"genre_scores_gemma":[0.7185768,0.06492814,0.18326283,0.0002437525,0.00023953355,0.001964412,0.0022149186,0.0004085638,0.028161144],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997143,0.000029779094,0.000023332273,0.00004487945,0.00015612046,0.00003146952],"domain_scores_gemma":[0.9998554,0.000019247687,0.000047785496,0.00003294639,0.00003061911,0.000013950699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046092807,0.00083933875,0.00047437742,0.0013110453,0.00038901207,0.00048108693,0.0005002977,0.0005331877,0.0032503353],"category_scores_gemma":[0.00040842977,0.0003799077,0.00031793135,0.0011814941,0.00032061632,0.00071256416,0.000502644,0.00090900314,0.0028955785],"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":[0.0001088697,0.00008979563,0.00026497696,0.0016849524,0.000017512846,0.00029858234,0.00014446984,0.0009455602,0.9222839,0.002727696,0.001088601,0.07034524],"study_design_scores_gemma":[0.000015386871,0.0002561668,0.0015507968,0.00014059263,0.00003001491,0.0007328978,0.00006759779,0.00071135396,0.9213488,0.0010823747,0.07401971,0.000044284094],"about_ca_topic_score_codex":0.00049118616,"about_ca_topic_score_gemma":0.0010153339,"teacher_disagreement_score":0.0032503353,"about_ca_system_score_codex":0.0003572452,"about_ca_system_score_gemma":0.00052311533,"threshold_uncertainty_score":0.010873437},"labels":[],"label_agreement":null},{"id":"W2566294790","doi":"","title":"MAT-743: FULL SCALE MANUFACTURING OF STEEL FIBRE REINFORCED CONCRETE PIPE","year":2016,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Full scale; Scale (ratio); Materials science; Composite material; Structural engineering; Engineering","score_opus":0.03709550453733807,"score_gpt":0.25354929073381294,"score_spread":0.21645378619647487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2566294790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8783156,0.00021846795,0.098684005,0.00010251366,0.00008280381,0.0010852537,0.0026204707,0.004973446,0.013917387],"genre_scores_gemma":[0.7995095,0.00017855337,0.1880093,0.00003243565,0.000018935218,0.0003617808,0.002169412,0.000452789,0.009267252],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993474,0.00005193918,0.000029010584,0.000081476406,0.00043499796,0.00005513511],"domain_scores_gemma":[0.99926203,0.00008760215,0.000107358406,0.00020931021,0.00023183534,0.00010196325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007782547,0.0005067183,0.00045390337,0.0006586488,0.0004718875,0.0003896893,0.00089624565,0.00042053475,0.0045772176],"category_scores_gemma":[0.00081517297,0.00038020988,0.00047475038,0.00063204806,0.0003438198,0.0004253833,0.00039097175,0.00042979888,0.0019629893],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023021516,0.00038452403,0.0032592516,0.00029486782,0.00002191189,0.0006491526,0.00022736844,0.0070486865,0.92227715,0.00028034783,0.0017442364,0.063582376],"study_design_scores_gemma":[0.00007094085,0.003213114,0.026527118,0.000030667907,0.000035260964,0.0011530364,0.00014757788,0.017519621,0.93069035,0.00016883314,0.020390902,0.000052686948],"about_ca_topic_score_codex":0.001792318,"about_ca_topic_score_gemma":0.0035886972,"teacher_disagreement_score":0.0045772176,"about_ca_system_score_codex":0.00041578303,"about_ca_system_score_gemma":0.0009303932,"threshold_uncertainty_score":0.015312314},"labels":[],"label_agreement":null},{"id":"W2567649475","doi":"10.1016/j.engstruct.2016.12.026","title":"Structural elements made with highly flowable UHPFRC: Correlating computational fluid dynamics (CFD) predictions and non-destructive survey of fiber dispersion with failure modes","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovations in Concrete and Construction Materials","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":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Casting; Fiber; Computational fluid dynamics; Composite material; Dispersion (optics); Flow (mathematics); Composite number; Rheology; Fluid dynamics; Structural material; Structural engineering; Engineering; Mechanics; Optics","score_opus":0.004242149139854555,"score_gpt":0.1844696793097672,"score_spread":0.18022753016991266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2567649475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99420786,0.000018115401,0.0049992236,0.000011044465,0.000004732684,0.000009896286,0.00007119268,0.00007325363,0.00060457474],"genre_scores_gemma":[0.9966138,0.000012614769,0.0030370587,0.000001943654,8.472608e-7,0.000004114096,0.000061859435,0.000007732661,0.0002600074],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963415,0.000031148244,0.0000121035955,0.000080649676,0.00020423048,0.000037643327],"domain_scores_gemma":[0.9996227,0.00010780803,0.000075829426,0.000084826504,0.00008791185,0.000020909389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036168503,0.0003227976,0.00020154305,0.00064274954,0.000380261,0.00038940093,0.00044919577,0.0006088272,0.00063100405],"category_scores_gemma":[0.0008808937,0.00027225426,0.00021036614,0.0002754642,0.00081978715,0.00052713614,0.0002648376,0.00032181156,0.0001926712],"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":[0.0006494098,0.0003118999,0.045986615,0.00008344493,0.00003643232,0.00042501066,0.00065205287,0.17447719,0.74574494,0.0011747074,0.0002510803,0.030207247],"study_design_scores_gemma":[0.000026914417,0.00056895975,0.07475079,0.00001859754,0.000059786722,0.00022131334,0.00034972018,0.35060886,0.5720455,0.0002773528,0.0010319158,0.000040172876],"about_ca_topic_score_codex":0.0063310633,"about_ca_topic_score_gemma":0.010237126,"teacher_disagreement_score":0.0063310633,"about_ca_system_score_codex":0.00042561287,"about_ca_system_score_gemma":0.00031317305,"threshold_uncertainty_score":0.012588382},"labels":[],"label_agreement":null},{"id":"W2570541031","doi":"","title":"STR-969: SEISMIC DESIGN PROCEDURE FOR STEEL MULTI-TIERED CONCENTRICALLY BRACED FRAMES BEYOND CSA S16 LIMIT","year":2016,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Limit (mathematics); Structural engineering; Braced frame; Seismic analysis; Geology; Forensic engineering; Computer science; Engineering; Seismology; Frame (networking); Mathematics; Telecommunications","score_opus":0.08369698531884477,"score_gpt":0.2893112129391868,"score_spread":0.20561422762034204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2570541031","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01628055,0.00003096849,0.9713055,0.000032017237,0.000020859323,0.0001596864,0.00014728056,0.0005073488,0.011515806],"genre_scores_gemma":[0.21993513,0.00008850574,0.76855177,0.00004531839,0.000015402991,0.0003406013,0.00039389692,0.0002545437,0.010374819],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99977773,0.00004694531,0.000013372168,0.00003426917,0.00010372116,0.000023970142],"domain_scores_gemma":[0.99984217,0.000026192063,0.00002030415,0.000015378982,0.00008924315,0.000006679042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040821524,0.00074977893,0.00031501797,0.00048241523,0.0003938246,0.00045151374,0.0007065224,0.000420485,0.012697493],"category_scores_gemma":[0.00056024897,0.0003311962,0.0004722297,0.00023250254,0.00027523137,0.00020541408,0.00035394356,0.0004409878,0.0031950988],"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":[0.000244311,0.00012971634,0.0024189604,0.00064568943,0.000051376,0.0007428896,0.0006517837,0.3441422,0.28475815,0.035309333,0.011001245,0.31990436],"study_design_scores_gemma":[0.00005773216,0.0004545588,0.001758644,0.00007592333,0.000045798868,0.0004325579,0.00020115655,0.8657283,0.0544657,0.006491491,0.07024728,0.000040894414],"about_ca_topic_score_codex":0.0031339955,"about_ca_topic_score_gemma":0.006630014,"teacher_disagreement_score":0.012697493,"about_ca_system_score_codex":0.00043004888,"about_ca_system_score_gemma":0.0010508568,"threshold_uncertainty_score":0.04247731},"labels":[],"label_agreement":null},{"id":"W2573297017","doi":"10.5539/jas.v9n2p104","title":"Manually Produce Clay-Based Housing Materials in Rural Area","year":2017,"lang":"en","type":"article","venue":"Journal of Agricultural Science","topic":"Innovations in Concrete and Construction Materials","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":"Firewood; Roof; Business; Due diligence; Diligence; Real estate; Developing country; Estate; Environmental planning; Natural resource economics; Economic growth; Civil engineering; Engineering; Geography; Economics; Waste management; Finance","score_opus":0.013748267788607705,"score_gpt":0.2408455140715077,"score_spread":0.22709724628289998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2573297017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94349486,0.00096927537,0.032819256,0.00022685555,0.0000673322,0.00032173627,0.00016712993,0.00021198303,0.021721518],"genre_scores_gemma":[0.90331846,0.000928658,0.08322663,0.00008612047,0.000015080796,0.0000842705,0.00010366437,0.00007758699,0.012159604],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980706,0.000030796084,0.000010485937,0.000044256372,0.00007525362,0.000032268974],"domain_scores_gemma":[0.9998609,0.000022985414,0.000031257216,0.000038675324,0.000028542836,0.000017719454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003667072,0.00039903048,0.000126928,0.0008706184,0.0007405586,0.00039575394,0.00040074054,0.00033504848,0.0030047598],"category_scores_gemma":[0.00031374744,0.00021335593,0.00025380432,0.00057367946,0.00039306996,0.00043437828,0.0006531681,0.00029338934,0.0009600789],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041027216,0.000682278,0.021726644,0.0015482999,0.000024311958,0.003977454,0.0055603976,0.003188749,0.6132462,0.0036420985,0.00287244,0.34312084],"study_design_scores_gemma":[0.00010957214,0.0031979664,0.09861813,0.00043862307,0.00013455102,0.006547702,0.010654919,0.0065995716,0.7671484,0.002984371,0.103435196,0.0001310488],"about_ca_topic_score_codex":0.0010754198,"about_ca_topic_score_gemma":0.005927379,"teacher_disagreement_score":0.0030047598,"about_ca_system_score_codex":0.00023628309,"about_ca_system_score_gemma":0.00036194167,"threshold_uncertainty_score":0.010051906},"labels":[],"label_agreement":null},{"id":"W2584357043","doi":"","title":"IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES","year":2011,"lang":"en","type":"article","venue":"Library and Archives Canada (Government of Canada)","topic":"Innovations in Concrete and Construction Materials","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":"Masonry; Bounded function; Structural engineering; Plane (geometry); Geology; Forensic engineering; Geotechnical engineering; Engineering; Mathematics; Geometry; Mathematical analysis","score_opus":0.005016190048181827,"score_gpt":0.13875407362609982,"score_spread":0.133737883577918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2584357043","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979966,0.000052755782,0.0004911294,0.0000038363064,0.0000020530254,0.0000027888118,0.000097841155,0.000022350456,0.0013306176],"genre_scores_gemma":[0.99927,0.00003097194,0.00009789744,0.0000010187035,7.1472573e-7,0.0000014099719,0.0000933169,0.000007772541,0.0004968851],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998448,0.000011944857,0.0000056454405,0.000029040804,0.000048993483,0.00005959076],"domain_scores_gemma":[0.9993543,0.00012910791,0.00015412485,0.000060148042,0.00019881998,0.00010345697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001891149,0.0002755136,0.00027532873,0.0006998169,0.00020465476,0.00039830932,0.00026929937,0.0001849381,0.0019533304],"category_scores_gemma":[0.0007855196,0.00022749905,0.00016367556,0.00041838706,0.00053424784,0.0002760505,0.00021469255,0.00020755392,0.0004977054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00081848825,0.00022925592,0.054115377,0.00016641749,0.00004477187,0.00091814244,0.0008662129,0.15622032,0.7713963,0.002148183,0.00060879084,0.012467746],"study_design_scores_gemma":[0.000024731991,0.00087515486,0.31928235,0.000065024855,0.00006041068,0.00059264584,0.0014331099,0.3009163,0.3733537,0.00072983076,0.0025670377,0.000099642275],"about_ca_topic_score_codex":0.007495015,"about_ca_topic_score_gemma":0.007445725,"teacher_disagreement_score":0.007495015,"about_ca_system_score_codex":0.0002839884,"about_ca_system_score_gemma":0.0002618316,"threshold_uncertainty_score":0.0149027705},"labels":[],"label_agreement":null},{"id":"W2592225389","doi":"10.71781/4794","title":"Evaluation of the release kinetics of a press-coated biconvex core with an impermeable coat","year":2005,"lang":"fr","type":"dissertation","venue":"Open MIND","topic":"Innovations in Concrete and Construction Materials","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":"Kinetics; Coat; Core (optical fiber); Materials science; Chemical engineering; Chemistry; Composite material; Engineering; Physics; Classical mechanics","score_opus":0.0634261633092327,"score_gpt":0.3236925536235617,"score_spread":0.26026639031432897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2592225389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947044,0.001330833,0.0020433923,0.000028804261,0.000038294955,0.000038104572,0.00023113145,0.000059570317,0.0015254328],"genre_scores_gemma":[0.99247557,0.00072616554,0.001997505,0.000015095194,0.000004824746,0.000018787507,0.00018320898,0.00003205796,0.0045467424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998497,0.000011962699,0.000008307526,0.000030903964,0.000059852417,0.000039287675],"domain_scores_gemma":[0.99971884,0.000082170875,0.000053298092,0.00003023137,0.00007934504,0.000036090853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027802723,0.00026800946,0.00029517064,0.00013260738,0.00016775315,0.00031432317,0.00024817284,0.00029522917,0.0014965436],"category_scores_gemma":[0.00043443003,0.00017507588,0.00026216134,0.00014459161,0.00018853697,0.000226605,0.00012773335,0.00028923008,0.000420258],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003590711,0.000028577178,0.00017448807,0.00005693553,0.000007715408,0.00004116931,0.00003338068,0.0003379367,0.99621165,0.000040565963,0.00008552294,0.0026228747],"study_design_scores_gemma":[0.000023502878,0.0008935733,0.004132288,0.0000055000487,0.000020612531,0.00004858016,0.000025775817,0.0031970607,0.99061686,0.0000073567003,0.0010161008,0.000012734874],"about_ca_topic_score_codex":0.005767045,"about_ca_topic_score_gemma":0.0062639723,"teacher_disagreement_score":0.005767045,"about_ca_system_score_codex":0.00033119717,"about_ca_system_score_gemma":0.00028547546,"threshold_uncertainty_score":0.01146698},"labels":[],"label_agreement":null},{"id":"W2592271748","doi":"","title":"INJECTION MOLDING OF FLAX FIBER BIOCOMPOSITES BY SIMULATION AND OPTIMIZATION","year":2017,"lang":"en","type":"dissertation","venue":"University Library - University of Saskatchewan (University of Saskatchewan)","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Molding (decorative); Materials science; Fiber; Composite material; Biocomposite; Polymer science; Composite number","score_opus":0.005618678309635294,"score_gpt":0.1751193776913657,"score_spread":0.1695006993817304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2592271748","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8262753,0.0005671675,0.13683698,0.00022070175,0.000104503975,0.00019828588,0.00032286413,0.0007717351,0.034702376],"genre_scores_gemma":[0.9568433,0.00014753119,0.038431022,0.000032839704,0.000007896222,0.000092175746,0.000126072,0.00013495723,0.0041840686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999,0.000016175361,0.0000040097234,0.000017837663,0.000034095912,0.000027901804],"domain_scores_gemma":[0.99948883,0.00031100816,0.000082510946,0.000029145476,0.000073102885,0.000015306474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040187887,0.00049258716,0.0005120385,0.0003609775,0.00033021477,0.00065029756,0.00043901103,0.00060059736,0.0024993538],"category_scores_gemma":[0.0006850619,0.00041491055,0.00060183334,0.00033218565,0.0004207354,0.00041003196,0.00023783566,0.00047513432,0.00023347908],"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":[0.000058170353,0.00007106676,0.0005519081,0.000055665572,0.00001042391,0.00003119457,0.000030143205,0.9814579,0.009303064,0.0012483983,0.00019134085,0.0069907685],"study_design_scores_gemma":[0.000012161876,0.000036544603,0.00011428474,0.0000040479954,0.0000053611734,0.0000045586557,0.0000073185174,0.9928523,0.0065354276,0.00015848989,0.00026606917,0.000003485526],"about_ca_topic_score_codex":0.0064649596,"about_ca_topic_score_gemma":0.008721614,"teacher_disagreement_score":0.0064649596,"about_ca_system_score_codex":0.00096236746,"about_ca_system_score_gemma":0.0010600358,"threshold_uncertainty_score":0.012854636},"labels":[],"label_agreement":null},{"id":"W2602063666","doi":"10.1016/j.cemconres.2017.03.003","title":"Physico-chemical kinetics of structural build-up of neat cement-based suspensions","year":2017,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":148,"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":"Cement; Materials science; Suspension (topology); Composite material; Rheometry; Nucleation; Zeta potential; Mineralogy; Rheology; Chemistry; Nanotechnology","score_opus":0.06463130941905118,"score_gpt":0.3505341725448566,"score_spread":0.2859028631258054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2602063666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942129,0.00041102842,0.0018127193,0.000059422382,0.000039877104,0.000019020667,0.0006470521,0.00007592848,0.0027220498],"genre_scores_gemma":[0.9972736,0.00014966223,0.00039031057,0.000014043632,0.000006859067,0.000009077138,0.00027239678,0.000016347702,0.0018676921],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998128,0.000019613135,0.000010136758,0.000044383345,0.00005870749,0.000054379503],"domain_scores_gemma":[0.9996705,0.00017097965,0.000056597622,0.000017304961,0.00005075585,0.000033853856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028688717,0.00024495387,0.00017266588,0.00028691423,0.00026210808,0.00035967253,0.00029396667,0.00024096959,0.0053427387],"category_scores_gemma":[0.00078689435,0.00023670813,0.00027399635,0.00021196213,0.00043291904,0.0005413417,0.00016336405,0.00089109916,0.0008577429],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000923345,0.00007839298,0.001752684,0.00011129019,0.000026505882,0.00012725238,0.00017206774,0.0032447546,0.9875651,0.00086244626,0.00033049405,0.004805676],"study_design_scores_gemma":[0.000015977072,0.00026684965,0.004619611,0.0000064185983,0.000012182787,0.00003607858,0.00006258416,0.009557352,0.98427445,0.00016408396,0.00096260116,0.000021766873],"about_ca_topic_score_codex":0.002576011,"about_ca_topic_score_gemma":0.0026417319,"teacher_disagreement_score":0.0053427387,"about_ca_system_score_codex":0.0005458169,"about_ca_system_score_gemma":0.0003644959,"threshold_uncertainty_score":0.017873287},"labels":[],"label_agreement":null},{"id":"W2606089212","doi":"10.11159/icsenm17.119","title":"Analytical Solution of Nonprismatic Reinforced Concrete Cantilever Deflection under Concentrated Load","year":2017,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Cantilever; Deflection (physics); Reinforced concrete; Materials science; Structural engineering; Geotechnical engineering; Geology; Composite material; Engineering; Physics; Optics","score_opus":0.008313480347179764,"score_gpt":0.20714446217480512,"score_spread":0.19883098182762535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606089212","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2820837,0.0019352437,0.5823724,0.0019979903,0.00053703453,0.00024311841,0.00021609577,0.00043142965,0.13018304],"genre_scores_gemma":[0.946531,0.0005796501,0.019641083,0.00019914912,0.00016924164,0.00009422042,0.000045722547,0.00009290663,0.032647066],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981457,0.000045827514,0.000005020021,0.000030782576,0.00007074225,0.000033085846],"domain_scores_gemma":[0.9994186,0.00032001466,0.00004614933,0.00003120235,0.00015443568,0.000029702307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045959585,0.00058706856,0.0006422358,0.0006587451,0.0005187219,0.00067700713,0.0013801306,0.0021081555,0.004691227],"category_scores_gemma":[0.0026231643,0.00046421125,0.0005753126,0.00038857458,0.0014606335,0.0008807812,0.0009671173,0.00088327983,0.0004473555],"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":[0.000092708375,0.00012732968,0.0010852831,0.00035891702,0.000051147133,0.0012098574,0.0005691487,0.84348136,0.018961847,0.1159536,0.0024093343,0.015699483],"study_design_scores_gemma":[0.000008610856,0.000012350018,0.00035364708,0.000011263795,0.000004602848,0.000046390083,0.000055035605,0.9944254,0.0003716514,0.0042866534,0.00041702847,0.000007303918],"about_ca_topic_score_codex":0.0043397113,"about_ca_topic_score_gemma":0.005404365,"teacher_disagreement_score":0.004691227,"about_ca_system_score_codex":0.000774634,"about_ca_system_score_gemma":0.00089016097,"threshold_uncertainty_score":0.015693665},"labels":[],"label_agreement":null},{"id":"W2610269043","doi":"","title":"SCC Formwork Pressure: Influence of Steel Rebars, , Montréal, Canada, septembre 2010.","year":2010,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Formwork; Materials science; Composite material","score_opus":0.005923008220724855,"score_gpt":0.18440550643397044,"score_spread":0.17848249821324558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2610269043","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87648726,0.002373883,0.0011878208,0.0036310244,0.00045061333,0.000087701716,0.0104862265,0.0005415762,0.10475387],"genre_scores_gemma":[0.8732641,0.0012600012,0.00041821355,0.00013010143,0.000032634012,0.000021488147,0.0023192733,0.00011846287,0.12243579],"study_design_codex":"not_applicable","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967825,0.000016984584,0.000005749338,0.000040082017,0.00017510945,0.000083885534],"domain_scores_gemma":[0.9990331,0.000080767844,0.00005628222,0.000026195237,0.0006822663,0.00012136305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039697086,0.00050647295,0.00028583198,0.00071942294,0.0015348347,0.001744394,0.0006120317,0.00047770859,0.02545282],"category_scores_gemma":[0.0014040023,0.00024101484,0.0001835611,0.00089305796,0.00056032237,0.00040019004,0.0003590324,0.0005150629,0.002376831],"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":[0.0063354224,0.0010099577,0.20131405,0.0007232133,0.00026338172,0.00194273,0.0025779763,0.070193924,0.09529191,0.008383951,0.3777032,0.23426029],"study_design_scores_gemma":[0.00013437601,0.0003481595,0.8618277,0.000093011666,0.00008696461,0.00007899257,0.0036048011,0.010364338,0.026792655,0.00070705405,0.09584137,0.00012065277],"about_ca_topic_score_codex":0.8836249,"about_ca_topic_score_gemma":0.9606978,"teacher_disagreement_score":0.11637509,"about_ca_system_score_codex":0.009561584,"about_ca_system_score_gemma":0.0113996705,"threshold_uncertainty_score":0.23412085},"labels":[],"label_agreement":null},{"id":"W2626430191","doi":"","title":"A study of fibre breakage during compoundings short glass fibre reinforced composites","year":2010,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Breakage; Composite material; Materials science; Glass fiber","score_opus":0.01051837724613425,"score_gpt":0.2200207947339722,"score_spread":0.20950241748783796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2626430191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981,0.00056844286,0.00044667444,0.000008486452,0.00001112175,0.000014500282,0.0000932159,0.0000094335255,0.0007481509],"genre_scores_gemma":[0.9968099,0.0001928454,0.00023699495,0.0000041601643,0.0000041947046,0.000005580448,0.00013481073,0.000008331003,0.002603182],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986315,0.000008444437,0.000004214151,0.000029944356,0.000054161028,0.000040187693],"domain_scores_gemma":[0.99967384,0.00009139229,0.00004046982,0.000018007782,0.0001430222,0.00003329429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019585203,0.00021134743,0.00029761804,0.0004502229,0.0006677916,0.00028855584,0.00024726163,0.00034599524,0.0025400342],"category_scores_gemma":[0.0002963928,0.00016555378,0.00025183475,0.0003574295,0.00028918928,0.0002605551,0.00013848089,0.00034312758,0.00027429222],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00097210763,0.000077813405,0.009269929,0.0001096277,0.000022499218,0.00043003785,0.00037044403,0.0008629184,0.9776423,0.00006774486,0.00013161635,0.010043036],"study_design_scores_gemma":[0.000014990116,0.0012920741,0.22163092,0.000017655246,0.00005619313,0.0003546729,0.0007544128,0.0035737848,0.7690235,0.00005986613,0.0032014188,0.00002057133],"about_ca_topic_score_codex":0.024236783,"about_ca_topic_score_gemma":0.03187178,"teacher_disagreement_score":0.024236783,"about_ca_system_score_codex":0.0006906228,"about_ca_system_score_gemma":0.0003670027,"threshold_uncertainty_score":0.04819143},"labels":[],"label_agreement":null},{"id":"W26720038","doi":"10.1007/978-90-481-9664-7_31","title":"Effect of Rheology of SCC on Bond Strength of Ribbed Reinforcement Bars","year":2010,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":9,"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":"Bond strength; Rheology; Formwork; Materials science; Reinforcement; Composite material; Compressive strength; Bond; Slump; Curing (chemistry); Structural engineering; Adhesive; Engineering","score_opus":0.005190906300412464,"score_gpt":0.2121361225518794,"score_spread":0.20694521625146695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W26720038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960699,0.0008844476,0.0003674381,0.0000338276,0.000049441624,0.000012052978,0.00010868017,0.00003223979,0.0024419914],"genre_scores_gemma":[0.9983096,0.0002915164,0.00023614404,0.000018740764,0.0000139923995,0.0000031949492,0.000056240977,0.000021191963,0.0010493429],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982125,0.000037327212,0.000012850419,0.00003299759,0.00005015195,0.00004538839],"domain_scores_gemma":[0.99912626,0.00042223718,0.00010911017,0.00007174992,0.00015449579,0.00011621043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026540965,0.0002550266,0.00022824798,0.00028752163,0.00020555241,0.00036091454,0.00026317133,0.00023516205,0.0050163683],"category_scores_gemma":[0.0011614591,0.00023765882,0.0002344613,0.00032725715,0.00035952168,0.00040235615,0.00019528961,0.0006425949,0.00062990776],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001976991,0.00015423584,0.0016362579,0.00012524608,0.00003125582,0.00019204224,0.0001730738,0.0022596526,0.9853845,0.00022354758,0.00029554157,0.0075476496],"study_design_scores_gemma":[0.00002200238,0.00073403574,0.005351208,0.000013531378,0.00003352352,0.000030451873,0.000065703134,0.0033564474,0.9896471,0.000040863564,0.0006937761,0.000011363797],"about_ca_topic_score_codex":0.0015289352,"about_ca_topic_score_gemma":0.002376285,"teacher_disagreement_score":0.0050163683,"about_ca_system_score_codex":0.00027246252,"about_ca_system_score_gemma":0.00023191317,"threshold_uncertainty_score":0.01678139},"labels":[],"label_agreement":null},{"id":"W2698577889","doi":"10.1016/j.conbuildmat.2017.05.218","title":"New approach to calculate water film thickness and the correlation to the rheology of mortar and concrete containing reactive MgO","year":2017,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":66,"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":"Ministero dello Sviluppo Economico; Nanjing Tech University; Ontario Ministry of Economic Development and Innovation; Connaught Fund; Commonwealth Scholarship Commission; China Scholarship Council; University of Toronto","keywords":"Rheology; Materials science; Mortar; Composite material; Rheometer; Slump; Particle (ecology); Cement; Geology","score_opus":0.011844060786621508,"score_gpt":0.23502281203711112,"score_spread":0.2231787512504896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2698577889","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04174371,0.0004499058,0.9537138,0.00006693199,0.0001559734,0.00011465385,0.00011425806,0.0008664548,0.0027742474],"genre_scores_gemma":[0.47323728,0.00106155,0.5127017,0.00011430404,0.00011094365,0.0003761454,0.00034164853,0.00033382702,0.01172256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998623,0.000014730242,0.0000087836315,0.000040569113,0.000064213025,0.000009312823],"domain_scores_gemma":[0.9998652,0.000029429606,0.000014347825,0.000016313274,0.00006620418,0.000008600929],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023727235,0.0006233022,0.0004510732,0.0008589743,0.00025848037,0.00037163656,0.0008974685,0.0006133599,0.0011702006],"category_scores_gemma":[0.0005295655,0.00033627328,0.0005725834,0.00036947234,0.00022588085,0.00082097115,0.0004036828,0.00091986085,0.00058130105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014802894,0.00037774566,0.0066421255,0.00044522985,0.00021596414,0.0004541403,0.0002594944,0.11701752,0.6555416,0.018963372,0.0016002547,0.19833447],"study_design_scores_gemma":[0.000029186362,0.00010511145,0.003012078,0.000015121164,0.00006208215,0.00016652989,0.000039974067,0.8986983,0.08956353,0.0023536822,0.0059077987,0.000046547073],"about_ca_topic_score_codex":0.0033332773,"about_ca_topic_score_gemma":0.0050490247,"teacher_disagreement_score":0.0033332773,"about_ca_system_score_codex":0.0004169225,"about_ca_system_score_gemma":0.0005031653,"threshold_uncertainty_score":0.0066277385},"labels":[],"label_agreement":null},{"id":"W2724192164","doi":"10.1016/j.promfg.2017.07.072","title":"Simulation of Elastic Properties of Solid-lattice Hybrid Structures Fabricated by Additive Manufacturing","year":2017,"lang":"en","type":"article","venue":"Procedia Manufacturing","topic":"Innovations in Concrete and Construction Materials","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":"McGill University","funders":"","keywords":"Lattice (music); Finite element method; Crystal structure; Materials science; Computer science; Mechanical engineering; Structural engineering; Engineering; Crystallography; Physics; Chemistry","score_opus":0.017955239869936433,"score_gpt":0.24336252308810236,"score_spread":0.22540728321816592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2724192164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8757615,0.00018553574,0.10724232,0.00016863718,0.00005394997,0.00006349081,0.0002707225,0.0004159993,0.015837837],"genre_scores_gemma":[0.9830304,0.000062322135,0.015276521,0.000014313273,0.000002748046,0.0000420027,0.000098803976,0.000020048526,0.0014529991],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998659,0.000021606626,0.0000069348325,0.00001606011,0.00006517814,0.000024305242],"domain_scores_gemma":[0.999705,0.00015284351,0.000035166813,0.000039715484,0.000047731173,0.000019412124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021800435,0.00042034214,0.00034502154,0.00038319553,0.00035465453,0.00037053262,0.00062643894,0.0010235133,0.0017463838],"category_scores_gemma":[0.00052176806,0.00028729445,0.00045194392,0.00036850356,0.0004378832,0.00040454106,0.0003292277,0.0003107835,0.00016951901],"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":[0.00003678905,0.00003945354,0.0010615435,0.000035186476,0.000013165453,0.0000923722,0.000053116062,0.9841912,0.009976944,0.0015851186,0.00013252784,0.0027825877],"study_design_scores_gemma":[0.0000047444782,0.000024553457,0.00023476368,0.000002027013,0.0000028233178,0.0000095053,0.000012282379,0.9974195,0.0019674387,0.00015318904,0.00016604633,0.000003115115],"about_ca_topic_score_codex":0.002832516,"about_ca_topic_score_gemma":0.002702924,"teacher_disagreement_score":0.002832516,"about_ca_system_score_codex":0.00038637102,"about_ca_system_score_gemma":0.00046520884,"threshold_uncertainty_score":0.0058422685},"labels":[],"label_agreement":null},{"id":"W2724682714","doi":"","title":"Obtaining Reliable Estimates of Intact Tensile Strength","year":2014,"lang":"en","type":"article","venue":"48th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Innovations in Concrete and Construction Materials","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":"Hatch (Canada)","funders":"","keywords":"Ultimate tensile strength; Computer science; Forensic engineering; Materials science; Composite material; Engineering","score_opus":0.008230939038290454,"score_gpt":0.20675284806641908,"score_spread":0.19852190902812863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2724682714","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0685735,0.0005839461,0.92283106,0.00008321711,0.00007433776,0.000023648463,0.0016818522,0.002276666,0.0038717843],"genre_scores_gemma":[0.6853082,0.0007283079,0.30440986,0.000065378525,0.0001667262,0.00011705052,0.005420967,0.000535709,0.003247751],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985166,0.00025284386,0.00009220432,0.00048516586,0.0005528098,0.00010035053],"domain_scores_gemma":[0.9913536,0.00263113,0.0011615175,0.0023175129,0.0023647323,0.00017150627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013803232,0.0015472687,0.000930258,0.0025686058,0.00045625327,0.0011994627,0.0019047871,0.001599261,0.0027804966],"category_scores_gemma":[0.013586617,0.00092174753,0.0005604455,0.0010778111,0.0006865188,0.0032703264,0.0018375271,0.0016655386,0.0039490773],"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":[0.0006460883,0.00019873731,0.046284456,0.0005710018,0.00041884612,0.00066013,0.0002751666,0.24487676,0.18049355,0.021453902,0.01086645,0.49325487],"study_design_scores_gemma":[0.000030003544,0.00018993141,0.023752308,0.00005963794,0.00007131514,0.0003097356,0.0000757848,0.87120885,0.0755921,0.022228038,0.0063470155,0.00013526269],"about_ca_topic_score_codex":0.0011448342,"about_ca_topic_score_gemma":0.0023807825,"teacher_disagreement_score":0.0027804966,"about_ca_system_score_codex":0.00032038224,"about_ca_system_score_gemma":0.00048129816,"threshold_uncertainty_score":0.009301662},"labels":[],"label_agreement":null},{"id":"W2725801851","doi":"10.1016/j.conbuildmat.2017.06.122","title":"Experimental assessment of the effect of particle characteristics on rheological properties of model mortar","year":2017,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rheology; Mortar; Materials science; Composite material; Thixotropy; Volume fraction; Viscosity; Inert; Chemistry","score_opus":0.024184268713959407,"score_gpt":0.27814099170006584,"score_spread":0.25395672298610644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2725801851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981408,0.00007232682,0.0011365912,0.000009687213,0.00000894077,0.0000126748755,0.00010591927,0.000016730406,0.0004964341],"genre_scores_gemma":[0.99889237,0.000068751324,0.00046293237,0.000007963365,0.0000045875304,0.000009047069,0.00008957983,0.000012783477,0.00045194128],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997683,0.00003887556,0.00002010619,0.000057375397,0.00006666888,0.000048637245],"domain_scores_gemma":[0.99874616,0.0007402956,0.00013661254,0.00013203427,0.0001868118,0.00005808281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038043014,0.0003072254,0.0002206009,0.00017719905,0.00029985924,0.00022107505,0.00030423628,0.0003537187,0.0024447166],"category_scores_gemma":[0.0015027749,0.00018951527,0.00021798044,0.00021461377,0.0003739797,0.00043844912,0.00022803352,0.00042641655,0.000285405],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010447587,0.00029708637,0.0009968192,0.00005016982,0.000007798512,0.00003679678,0.00010058113,0.00056869676,0.99471927,0.00005834327,0.000041994477,0.002077512],"study_design_scores_gemma":[0.000018129165,0.0013733517,0.0061766473,0.0000028519808,0.000020018644,0.00003000152,0.000042231037,0.0016894479,0.99034077,0.000019388142,0.00027918245,0.000007977986],"about_ca_topic_score_codex":0.00063533563,"about_ca_topic_score_gemma":0.00065971835,"teacher_disagreement_score":0.0024447166,"about_ca_system_score_codex":0.0001599621,"about_ca_system_score_gemma":0.00013262925,"threshold_uncertainty_score":0.008178413},"labels":[],"label_agreement":null},{"id":"W2733470059","doi":"10.1002/ad.2202","title":"Compressive Assemblies: Bottom‐Up Performance for a New Form of Construction","year":2017,"lang":"en","type":"article","venue":"Architectural Design","topic":"Innovations in Concrete and Construction Materials","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":"Block (permutation group theory); Robotics; Engineering; Group (periodic table); Balance (ability); Artificial intelligence; Robot; Computer science; Architectural engineering; Psychology; Mathematics; Physics","score_opus":0.036731511183202614,"score_gpt":0.2617808517500278,"score_spread":0.22504934056682518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2733470059","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3456247,0.00367989,0.3604584,0.0019389493,0.0023324802,0.00019940705,0.00072838925,0.014026675,0.27101117],"genre_scores_gemma":[0.8496737,0.0009923317,0.09243639,0.0003224368,0.00029381987,0.00011193337,0.0006655487,0.0016073943,0.05389652],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989108,0.00006904355,0.000024120487,0.00010688901,0.000714244,0.00017485309],"domain_scores_gemma":[0.9992187,0.0001435418,0.000073333424,0.00019179369,0.00025942558,0.00011312074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007099789,0.0013108505,0.0005517446,0.0007502046,0.0010435103,0.0024460114,0.0014296924,0.00075832783,0.034319855],"category_scores_gemma":[0.0014144476,0.0005286454,0.00035796213,0.00063266215,0.00093902147,0.0018863191,0.0022354373,0.0010994211,0.009912391],"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":[0.0007419869,0.00033049512,0.0029918759,0.00060844835,0.000047762554,0.00034985197,0.0007821029,0.022325061,0.36865023,0.02620028,0.029834017,0.547138],"study_design_scores_gemma":[0.00014632403,0.0039684363,0.01872333,0.00035663802,0.00019790561,0.0013952088,0.001312374,0.15963304,0.42663378,0.017296895,0.37001553,0.0003206158],"about_ca_topic_score_codex":0.0010427773,"about_ca_topic_score_gemma":0.0029667036,"teacher_disagreement_score":0.034319855,"about_ca_system_score_codex":0.0005568022,"about_ca_system_score_gemma":0.0006423438,"threshold_uncertainty_score":0.1148113},"labels":[],"label_agreement":null},{"id":"W2736720028","doi":"","title":"Formwork pressure of self-consolidating concrete influence of thixotropy","year":2004,"lang":"en","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":26,"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":"Self-consolidating concrete; Thixotropy; Formwork; Engineering; Geotechnical engineering; Materials science; Composite material","score_opus":0.00623250702305881,"score_gpt":0.18362131896411568,"score_spread":0.17738881194105688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2736720028","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99756265,0.0005224576,0.00029571654,0.000011631979,0.00001038298,0.00001112413,0.000051245715,0.000022302356,0.0015125159],"genre_scores_gemma":[0.99853396,0.000326086,0.0001949897,0.0000074730933,0.0000054598972,0.0000045503048,0.000044269455,0.000009402706,0.00087381894],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939394,0.00008891301,0.000034673434,0.0000720262,0.00030641787,0.00010399031],"domain_scores_gemma":[0.9990339,0.00030087726,0.00020234555,0.00004492943,0.00024280051,0.00017514003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034103938,0.00048115433,0.00033293295,0.000375061,0.00023893823,0.00070200546,0.00021186395,0.00035017225,0.0023396425],"category_scores_gemma":[0.0009744314,0.00027611156,0.00023670723,0.00025429335,0.00048047057,0.00035981653,0.00036522563,0.000517841,0.000421986],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00076081225,0.000083298975,0.0028106037,0.00011120961,0.000018630775,0.00024309437,0.00015743279,0.0011757895,0.9893567,0.00010022863,0.00007508074,0.005107153],"study_design_scores_gemma":[0.000012555124,0.0009117195,0.011599479,0.000010238315,0.000021722792,0.00008019559,0.000105041894,0.0017039833,0.9848446,0.000017562168,0.0006801657,0.000012694559],"about_ca_topic_score_codex":0.0022461743,"about_ca_topic_score_gemma":0.0023979088,"teacher_disagreement_score":0.0023396425,"about_ca_system_score_codex":0.00027159214,"about_ca_system_score_gemma":0.00043077776,"threshold_uncertainty_score":0.007826865},"labels":[],"label_agreement":null},{"id":"W2739130636","doi":"","title":"Rapid prototyping of robotic vehicles using water jet cutters","year":2016,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Canadian Society of Intestinal Research","funders":"","keywords":"Chassis; Water jet; Robot; Rapid prototyping; Machining; Mechanical engineering; Engineering; Frame (networking); Engineering drawing; Computer science; Automotive engineering; Manufacturing engineering; Artificial intelligence; Nozzle","score_opus":0.022533565004634215,"score_gpt":0.22222797073041667,"score_spread":0.19969440572578245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2739130636","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18165147,0.0016200924,0.7920011,0.00016695767,0.00040665717,0.00065729703,0.00022433596,0.0035785406,0.019693615],"genre_scores_gemma":[0.4488365,0.0012242378,0.52915466,0.000114505434,0.00006956614,0.00054743915,0.00034779223,0.00045209393,0.019253232],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99924743,0.00004575123,0.00003604505,0.000116915675,0.00046197936,0.00009187394],"domain_scores_gemma":[0.9995852,0.0001250522,0.000101385835,0.00006160872,0.00008172735,0.000044957396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003770352,0.0006300266,0.00030009518,0.0007066672,0.0002461204,0.00059557246,0.00086134864,0.0005395668,0.0036874516],"category_scores_gemma":[0.0005602871,0.0006388966,0.0005621323,0.0002210837,0.00046818567,0.00085722946,0.0006326094,0.0006549325,0.0013913905],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066682245,0.00004691024,0.00025958888,0.00030322108,0.000014152319,0.00074412057,0.00018673127,0.007954044,0.9301261,0.0029706433,0.001311427,0.05601638],"study_design_scores_gemma":[0.000063221036,0.00094638375,0.0018711588,0.00008468868,0.000025479812,0.0013778481,0.00012983783,0.022537779,0.9008259,0.0014714105,0.070564136,0.000102087055],"about_ca_topic_score_codex":0.00034210697,"about_ca_topic_score_gemma":0.0007219483,"teacher_disagreement_score":0.0036874516,"about_ca_system_score_codex":0.00022810702,"about_ca_system_score_gemma":0.0002320211,"threshold_uncertainty_score":0.012335718},"labels":[],"label_agreement":null},{"id":"W2740647776","doi":"10.1061/9780784479971.053","title":"ATHLETE as a Mobile ISRU and Regolith Construction Platform","year":2016,"lang":"en","type":"article","venue":"Earth and Space 2016","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":18,"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":"York University","keywords":"Regolith; Modular design; Terrain; Swap (finance); Computer science; Traverse; Engineering; Systems engineering; Simulation; Environmental science; Astrobiology; Geology; Operating system","score_opus":0.005470953221258432,"score_gpt":0.19347939294586602,"score_spread":0.1880084397246076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740647776","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2280572,0.00021655299,0.23023248,0.0010324655,0.00034095024,0.00045502212,0.00021763038,0.001564126,0.5378836],"genre_scores_gemma":[0.68913555,0.0004185468,0.13797094,0.00021992916,0.000043390213,0.00022743475,0.00022775272,0.00017131497,0.17158508],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971944,0.0000369298,0.000006948638,0.00003483443,0.00012219297,0.00007968685],"domain_scores_gemma":[0.9997961,0.000013705939,0.000013479467,0.000026074173,0.000053146534,0.000097525815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031365952,0.0003733608,0.0001795064,0.0004975537,0.0010755489,0.0016383515,0.000737568,0.0008204506,0.012058221],"category_scores_gemma":[0.00020800067,0.00022595409,0.00028581996,0.00021616492,0.0010893574,0.001133576,0.0022668324,0.00045661812,0.0035557146],"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":[0.00027180958,0.00051831384,0.009336725,0.00042416737,0.000025461415,0.0033134304,0.0076807668,0.0136899995,0.19882701,0.4811524,0.021733478,0.26302654],"study_design_scores_gemma":[0.000055625387,0.0021957352,0.011919832,0.00048669564,0.00004850502,0.0032128273,0.012221009,0.03678856,0.046131548,0.024148753,0.8626464,0.00014457051],"about_ca_topic_score_codex":0.002143335,"about_ca_topic_score_gemma":0.0068785707,"teacher_disagreement_score":0.012058221,"about_ca_system_score_codex":0.0003055219,"about_ca_system_score_gemma":0.0016778144,"threshold_uncertainty_score":0.040338814},"labels":[],"label_agreement":null},{"id":"W27408851","doi":"","title":"Flow-based Organization of Perfusable Soft Material in Three Dimensions","year":2010,"lang":"en","type":"dissertation","venue":"Masters Thesis","topic":"Innovations in Concrete and Construction Materials","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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flow (mathematics); Materials science; Biomedical engineering; Computer science; Medicine; Mechanics; Physics","score_opus":0.006036882098413967,"score_gpt":0.19194200323460972,"score_spread":0.18590512113619576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W27408851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92056805,0.002067118,0.067157224,0.00033954327,0.00014758733,0.00013368265,0.00058035017,0.0006500277,0.008356381],"genre_scores_gemma":[0.96562415,0.0007359294,0.030654319,0.000081866536,0.000026979344,0.000058330927,0.00029806522,0.000042631073,0.0024778093],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999218,0.000009590366,0.000004447638,0.000022472665,0.000020250729,0.000021484258],"domain_scores_gemma":[0.99983037,0.000040476112,0.00005586247,0.000014668917,0.000030123645,0.000028445877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021812349,0.00024856688,0.00011728683,0.0011431919,0.0003244467,0.00071397464,0.0002460634,0.0003101749,0.002569725],"category_scores_gemma":[0.00033435444,0.00018591405,0.00015954289,0.00046202823,0.00037926977,0.000506119,0.00024655493,0.0002338955,0.00032826143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007116388,0.00021032382,0.015154684,0.00030726043,0.000035011504,0.00079023663,0.00041474064,0.018271603,0.850394,0.011508627,0.0014940378,0.10070791],"study_design_scores_gemma":[0.00015503429,0.0012721027,0.07174328,0.00014290561,0.00014356484,0.0017630946,0.00073275174,0.3986985,0.48511335,0.010425717,0.029611673,0.00019800937],"about_ca_topic_score_codex":0.0009350152,"about_ca_topic_score_gemma":0.00094525475,"teacher_disagreement_score":0.002569725,"about_ca_system_score_codex":0.00034149815,"about_ca_system_score_gemma":0.0002797369,"threshold_uncertainty_score":0.008596599},"labels":[],"label_agreement":null},{"id":"W2746669011","doi":"","title":"DESTRUCTIVE INTERFERENCES CREATED USING ADDITIVE MANUFACTURING","year":2017,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Innovations in Concrete and Construction Materials","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":false,"ca_institutions":"","funders":"","keywords":"Acoustics; Resonator; Absorption (acoustics); Interference (communication); Fabrication; Helmholtz free energy; Materials science; Porosity; Helmholtz resonator; Porous medium; Mechanical engineering; Computer science; Engineering; Composite material; Optoelectronics; Physics; Telecommunications","score_opus":0.023522373626828852,"score_gpt":0.24005322344560706,"score_spread":0.2165308498187782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2746669011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64224666,0.0023747585,0.3215551,0.00013118495,0.0004042897,0.0001996278,0.00015332834,0.0012925086,0.031642493],"genre_scores_gemma":[0.8906653,0.0009831428,0.09859423,0.00012846263,0.00006116859,0.00013392902,0.00012288905,0.00016523711,0.009145621],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99846077,0.0001284581,0.00005506729,0.00017318597,0.0010256933,0.00015686163],"domain_scores_gemma":[0.99836653,0.00060169585,0.00030988484,0.0003670027,0.00029603505,0.000058852576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062731927,0.0009437815,0.00039674327,0.0010145134,0.00040497768,0.0011350552,0.000620755,0.00066117925,0.0023028573],"category_scores_gemma":[0.0011078698,0.00046254494,0.00056526676,0.0006537218,0.00073088286,0.0006576809,0.0013122507,0.00088079175,0.00070546335],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008356368,0.0000566141,0.0006132505,0.00026139824,0.000029688867,0.00057965016,0.00030156705,0.001754371,0.97108704,0.0036426373,0.00023350435,0.021356741],"study_design_scores_gemma":[0.000008707169,0.00024743285,0.00089639286,0.000016685548,0.00004862948,0.00055832777,0.00007497353,0.0019563108,0.9883813,0.00041286205,0.007380442,0.000017772112],"about_ca_topic_score_codex":0.00013845382,"about_ca_topic_score_gemma":0.00029297706,"teacher_disagreement_score":0.0023028573,"about_ca_system_score_codex":0.00027443402,"about_ca_system_score_gemma":0.00024770357,"threshold_uncertainty_score":0.0077038407},"labels":[],"label_agreement":null},{"id":"W2750713814","doi":"10.15376/biores.12.4.7841-7858","title":"Recovery modeling for OSB strand production from hollow bamboo culms","year":2017,"lang":"en","type":"article","venue":"BioResources","topic":"Innovations in Concrete and Construction Materials","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 British Columbia; CRB Innovations (Canada); FPInnovations","funders":"Natural Sciences and Engineering Research Council of Canada; FPInnovations","keywords":"Slicing; Bamboo; Oriented strand board; Materials science; Composite material; Phyllostachys; Composite number; USable; Stacking; Structural engineering; Mechanical engineering; Computer science; Engineering; Physics","score_opus":0.02946141887567808,"score_gpt":0.240929699156338,"score_spread":0.21146828028065992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2750713814","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82226664,0.00022220724,0.17134774,0.000064333464,0.000009911462,0.00007571708,0.00045826883,0.00029160664,0.0052636047],"genre_scores_gemma":[0.9759276,0.00013276243,0.021601062,0.000007746835,0.0000013980114,0.000057169673,0.0002437924,0.00006106942,0.0019674522],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998963,0.000013935712,0.000005431068,0.000029837363,0.000034923956,0.000019578425],"domain_scores_gemma":[0.99981433,0.0000790247,0.00004389407,0.00001634672,0.000038837476,0.0000076002348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032380797,0.000460203,0.00027824842,0.00045744915,0.00022119588,0.00045884488,0.00054984883,0.00043560006,0.001246983],"category_scores_gemma":[0.0004848327,0.00026065396,0.0004482058,0.00028341066,0.0002704944,0.00031933235,0.0002280433,0.00022302964,0.00030543163],"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":[0.00002903041,0.000016536454,0.0013435604,0.000028645825,0.0000030722067,0.00003242696,0.000021836722,0.982745,0.011833461,0.00033094082,0.000043721677,0.0035717827],"study_design_scores_gemma":[0.0000023265522,0.000027973649,0.0006197356,0.0000020281327,0.0000030724402,0.0000105789695,0.00001329834,0.9935499,0.005410637,0.00011493295,0.00024227363,0.000003261563],"about_ca_topic_score_codex":0.00849983,"about_ca_topic_score_gemma":0.008183531,"teacher_disagreement_score":0.00849983,"about_ca_system_score_codex":0.0010650916,"about_ca_system_score_gemma":0.0004923759,"threshold_uncertainty_score":0.016900718},"labels":[],"label_agreement":null},{"id":"W2762342641","doi":"10.1089/3dp.2017.0032","title":"3D Printed Sandstone Strength: Curing of Furfuryl Alcohol Resin-Based Sandstones","year":2017,"lang":"en","type":"article","venue":"3D Printing and Additive Manufacturing","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":61,"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":"CMG Reservoir Simulation Foundation","keywords":"Furfuryl alcohol; Compressive strength; Curing (chemistry); Materials science; Composite material; Bed; Classification of discontinuities; Flexural strength; Fabrication; Mechanical strength; Geotechnical engineering; Geology; Mathematics; Chemistry; Anisotropy","score_opus":0.016616961395115468,"score_gpt":0.2511222656061743,"score_spread":0.2345053042110588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2762342641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98050755,0.0003418807,0.014005956,0.000030791187,0.00002940863,0.00002932226,0.00015633476,0.00023426903,0.004664444],"genre_scores_gemma":[0.98444504,0.0001893487,0.012829325,0.000021559179,0.000003665062,0.000013848325,0.00007429222,0.000046805228,0.002376109],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977046,0.000017237346,0.000016217144,0.000032036503,0.00014365805,0.000020439658],"domain_scores_gemma":[0.9996118,0.00011101939,0.000106596,0.00006980064,0.00007359885,0.000027168438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023971131,0.00025866504,0.00013143649,0.00037220278,0.00010949532,0.00021925967,0.00023681221,0.00022819663,0.0016462214],"category_scores_gemma":[0.0005337936,0.00021951906,0.00028069015,0.0002025365,0.00021898851,0.00020340215,0.00020820663,0.0003588955,0.00032554104],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029933228,0.000016773254,0.0005153092,0.0000666833,0.0000067634614,0.00013086796,0.00009562587,0.0019284599,0.98963124,0.00011672118,0.000043570784,0.007418104],"study_design_scores_gemma":[0.0000018883999,0.00009164116,0.0037955383,0.000004880609,0.000009242763,0.0001272081,0.000034269346,0.0020618455,0.99297273,0.000033910856,0.0008581991,0.000008661624],"about_ca_topic_score_codex":0.00043526612,"about_ca_topic_score_gemma":0.0017072692,"teacher_disagreement_score":0.0016462214,"about_ca_system_score_codex":0.00018287697,"about_ca_system_score_gemma":0.000140186,"threshold_uncertainty_score":0.005507171},"labels":[],"label_agreement":null},{"id":"W2766349270","doi":"10.1016/j.ifacol.2017.08.1114","title":"A Stochastic Learning Approach for Construction of Brick Structures with a Ground Robot","year":2017,"lang":"en","type":"article","venue":"IFAC-PapersOnLine","topic":"Innovations in Concrete and Construction Materials","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":"Royal Military College of Canada","funders":"","keywords":"Reinforcement learning; Robot; Task (project management); Set (abstract data type); Process (computing); Computer science; Particle swarm optimization; Architecture; Brick; Mobile robot; Artificial intelligence; Engineering; Control engineering; Machine learning; Systems engineering","score_opus":0.016530404236008357,"score_gpt":0.23965874308998636,"score_spread":0.223128338853978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766349270","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0075498982,0.00006867845,0.99071246,0.00006937147,0.000011953069,0.000018312987,0.000010525214,0.00012642589,0.0014324142],"genre_scores_gemma":[0.73499846,0.00029292045,0.25921038,0.00010697437,0.000061101906,0.00024570586,0.0000835019,0.00004948598,0.0049515394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974185,0.00006389846,0.0000105869385,0.00006230751,0.00008576905,0.000035479443],"domain_scores_gemma":[0.99966383,0.00016928236,0.00006666693,0.000026287878,0.000050424496,0.000023625913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037796152,0.00046409338,0.00053949456,0.0002658711,0.0003055959,0.00039655424,0.00091231853,0.0007214892,0.0018653024],"category_scores_gemma":[0.00093148515,0.00030971513,0.0004968096,0.00024827293,0.0009353453,0.0005011917,0.0006519902,0.00076139905,0.00023561563],"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":[0.000014013698,0.000017732926,0.00021232836,0.000028939718,0.000012783466,0.000037270387,0.000022013573,0.97034025,0.0015669877,0.011306201,0.00017382173,0.016267598],"study_design_scores_gemma":[0.0000042530996,0.000020936548,0.000045435587,0.0000022450274,0.0000026372736,0.0000073668225,0.0000023229732,0.9963193,0.0002504894,0.003031415,0.00031086805,0.0000026364037],"about_ca_topic_score_codex":0.0045853676,"about_ca_topic_score_gemma":0.005109624,"teacher_disagreement_score":0.0045853676,"about_ca_system_score_codex":0.00071566063,"about_ca_system_score_gemma":0.0011211156,"threshold_uncertainty_score":0.009117305},"labels":[],"label_agreement":null},{"id":"W2778133598","doi":"10.21809/rilemtechlett.2017.43","title":"Measuring Rheological Properties of Cement Pastes: Most common Techniques, Procedures and Challenges","year":2017,"lang":"en","type":"article","venue":"RILEM Technical Letters","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":132,"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":"Rheology; Rheometer; Cement; Materials science; Computer science; Process engineering; Mechanical engineering; Mechanics; Composite material; Engineering; Physics","score_opus":0.06338859471726796,"score_gpt":0.2311178764708469,"score_spread":0.16772928175357893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2778133598","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10352552,0.308344,0.5467108,0.010474526,0.0031425657,0.00061256054,0.0011300221,0.0022258633,0.023834102],"genre_scores_gemma":[0.32167727,0.1889626,0.46913144,0.0031567244,0.0021219018,0.0006500696,0.0010966538,0.00085602683,0.012347307],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9876368,0.002075767,0.00097216247,0.0017458743,0.0072314497,0.00033793427],"domain_scores_gemma":[0.9902772,0.003191251,0.0017919258,0.0013121798,0.0032295275,0.00019800922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007019938,0.001168483,0.0012781584,0.0028852182,0.0008149776,0.0028177705,0.0016731452,0.0025030428,0.001103836],"category_scores_gemma":[0.008766785,0.00077774393,0.00059963303,0.003007488,0.0021977883,0.002901313,0.0012406092,0.0028896525,0.0018892625],"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":[0.00026633553,0.00019427334,0.00564317,0.005412116,0.000078589626,0.0007364469,0.0009767787,0.0012891998,0.4066743,0.008128749,0.008495081,0.56210494],"study_design_scores_gemma":[0.000014994351,0.00066743675,0.009531971,0.0012403188,0.000102681624,0.0071903663,0.0010285466,0.0050174925,0.7323449,0.008993033,0.23350371,0.00036448854],"about_ca_topic_score_codex":0.0006198871,"about_ca_topic_score_gemma":0.0010340962,"teacher_disagreement_score":0.007019938,"about_ca_system_score_codex":0.001000352,"about_ca_system_score_gemma":0.0010296465,"threshold_uncertainty_score":0.03712541},"labels":[],"label_agreement":null},{"id":"W2785847308","doi":"10.1007/978-3-319-72284-9_105","title":"The “Alcoa Filter System AFS”: A Cost Effective Solution for Enhanced CFF Performance","year":2018,"lang":"en","type":"book-chapter","venue":"˜The œminerals, metals & materials series","topic":"Innovations in Concrete and Construction Materials","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":"Alcoa (Canada)","funders":"","keywords":"Filter (signal processing); Filtration (mathematics); Process engineering; Materials science; Ceramic; Flexibility (engineering); Priming (agriculture); Porosity; Casting; Engineering; Metallurgy; Composite material; Mathematics; Electrical engineering","score_opus":0.012946188014406649,"score_gpt":0.21330925765431008,"score_spread":0.20036306963990344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2785847308","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.058526527,0.019497793,0.64415854,0.002736744,0.0035455334,0.00020864086,0.00069127063,0.007615233,0.26301977],"genre_scores_gemma":[0.35373783,0.010352611,0.32501253,0.0016275157,0.0015344867,0.00013329188,0.00077111245,0.00086243,0.30596825],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997255,0.000017363147,0.000006556306,0.000039054154,0.00018814213,0.000023368344],"domain_scores_gemma":[0.9998876,0.000016999664,0.000011166816,0.000014295889,0.000057419194,0.000012417108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025662323,0.00055134477,0.0002844523,0.0007751528,0.0004458368,0.0010578829,0.0008116002,0.000992443,0.011145343],"category_scores_gemma":[0.0002599613,0.00018865583,0.00025991222,0.00058259757,0.00039184766,0.0015241983,0.00049934414,0.0007758888,0.0040502194],"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":[0.00016598473,0.000072241404,0.00024539797,0.00035794725,0.000017322433,0.00014995185,0.000099818804,0.0014859766,0.30347008,0.029713733,0.036760353,0.6274612],"study_design_scores_gemma":[0.00002828531,0.00029214777,0.0006464765,0.00007469798,0.000029764024,0.0011783367,0.00004503071,0.012787699,0.2019903,0.0045984336,0.77827555,0.00005332633],"about_ca_topic_score_codex":0.0011078175,"about_ca_topic_score_gemma":0.0019708083,"teacher_disagreement_score":0.011145343,"about_ca_system_score_codex":0.0006079012,"about_ca_system_score_gemma":0.00047759997,"threshold_uncertainty_score":0.03728491},"labels":[],"label_agreement":null},{"id":"W2789480635","doi":"10.1007/s00158-018-1956-9","title":"Multifunctional design of heterogeneous cellular structures","year":2018,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Innovations in Concrete and Construction Materials","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":"McGill University","funders":"","keywords":"Solver; Computer science; Mathematical optimization; Cellular manufacturing; Network topology; Sequential quadratic programming; Topology optimization; Optimization problem; Cellular network; Quadratic programming; Mathematics; Engineering; Algorithm; Finite element method","score_opus":0.014635599928452226,"score_gpt":0.23229937449582447,"score_spread":0.21766377456737224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2789480635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52716804,0.0004179668,0.4474193,0.00015207918,0.00006729584,0.000037557722,0.000061703926,0.000106645326,0.024569325],"genre_scores_gemma":[0.97408944,0.00012783578,0.023290856,0.000020135236,0.000009167104,0.0000375489,0.000029537861,0.000017502607,0.0023780458],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993336,0.000013968241,0.0000020462521,0.000016873679,0.000015255762,0.000018566572],"domain_scores_gemma":[0.9999157,0.000025944308,0.0000176437,0.000012150427,0.000014513436,0.000014023988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014925619,0.000302202,0.00030184755,0.00033082828,0.00023730221,0.00057686295,0.0004221194,0.00043596563,0.0013385447],"category_scores_gemma":[0.00034553077,0.00018618688,0.0002023078,0.00022795679,0.00038466888,0.00030782583,0.0006073557,0.00017428007,0.0002074115],"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":[0.00007151072,0.000053294723,0.0006976457,0.00006845449,0.000022257898,0.00010197617,0.000054527252,0.8617422,0.07462854,0.0412883,0.0003666106,0.020904746],"study_design_scores_gemma":[0.000015030364,0.00008447895,0.00036286173,0.000009710562,0.000014418529,0.0000409893,0.000050424092,0.97830164,0.012530495,0.0061564283,0.0024269798,0.000006495507],"about_ca_topic_score_codex":0.00038585186,"about_ca_topic_score_gemma":0.0008482307,"teacher_disagreement_score":0.0013385447,"about_ca_system_score_codex":0.00045466184,"about_ca_system_score_gemma":0.0002581078,"threshold_uncertainty_score":0.0044778585},"labels":[],"label_agreement":null},{"id":"W2795428080","doi":"","title":"Development of ultra-high-performance concrete (UHPC) using waste glass materials ─ towards innovative eco-friendly concrete","year":2016,"lang":"en","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Innovations in Concrete and Construction Materials","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":"Environmentally friendly; Waste management; Waste material; Engineering; Environmental science; Architectural engineering; Civil engineering; Forensic engineering; Construction engineering","score_opus":0.012874557508641873,"score_gpt":0.19898741218363336,"score_spread":0.1861128546749915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795428080","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9740918,0.0029735896,0.018747672,0.000085834174,0.000058570567,0.00017668538,0.00010484118,0.00017806418,0.0035829109],"genre_scores_gemma":[0.9599092,0.0032405953,0.03077789,0.000037007296,0.000009597529,0.00011588058,0.00020746594,0.000026698859,0.005675564],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982446,0.00001614532,0.00001266084,0.000032710315,0.00007840813,0.000035689874],"domain_scores_gemma":[0.9999186,0.00000500493,0.000025581106,0.0000056141794,0.000023789677,0.000021319602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002544954,0.0005278941,0.00022719234,0.00033735202,0.00017399465,0.00035022735,0.00025203577,0.00047245994,0.0006538112],"category_scores_gemma":[0.00013133114,0.00025651586,0.0005183442,0.00028783266,0.0002172965,0.00038046078,0.00034150286,0.0003714485,0.0004397503],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018328674,0.000031915028,0.00017878097,0.000115806106,0.0000055823702,0.00005655194,0.000018731198,0.00052915764,0.99480337,0.00014189469,0.00001887235,0.004080885],"study_design_scores_gemma":[0.0000055263044,0.0003751093,0.001522946,0.000018939287,0.000019768086,0.00009815303,0.00002568881,0.0008685769,0.9928277,0.000032977852,0.004195458,0.000009061164],"about_ca_topic_score_codex":0.0016354697,"about_ca_topic_score_gemma":0.0051421276,"teacher_disagreement_score":0.0016354697,"about_ca_system_score_codex":0.00035902075,"about_ca_system_score_gemma":0.000580348,"threshold_uncertainty_score":0.0032519698},"labels":[],"label_agreement":null},{"id":"W2795437360","doi":"10.11159/icnnfc18.106","title":"Development and Demonstration of Highly Insulating, ConstructionMaterials from Bio-Derived Aggregates","year":2018,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Recent Advances in Nanotechnology","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"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; Computer science; Engineering physics; Engineering","score_opus":0.008127307942962476,"score_gpt":0.2284096636674368,"score_spread":0.22028235572447433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795437360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9779955,0.00075910625,0.016856197,0.000105894454,0.00005422752,0.000042270476,0.00015453996,0.00015596324,0.0038762335],"genre_scores_gemma":[0.9863381,0.00041964135,0.0108472295,0.000020041269,0.000007733748,0.000028174047,0.00015502067,0.000027032229,0.0021570604],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998889,0.000011974652,0.00000773649,0.000021999858,0.000051415303,0.000017997781],"domain_scores_gemma":[0.99988794,0.00001812101,0.000034090725,0.000018012961,0.000022579356,0.000019350315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024746964,0.00030493145,0.00012695802,0.00020601017,0.00017860137,0.00040918737,0.00024584134,0.00038965474,0.00042630924],"category_scores_gemma":[0.00018865654,0.00014217512,0.0001701634,0.00014624208,0.00021791998,0.0003123239,0.00028422245,0.00043458535,0.00020300187],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007349039,0.000015161978,0.00004696637,0.000012658995,0.0000014385612,0.000034822217,0.000016371992,0.00016567895,0.9985544,0.0001977356,0.000030053172,0.000917242],"study_design_scores_gemma":[0.0000015318127,0.00003354152,0.00026890737,9.4197793e-7,0.000002231222,0.000026133774,0.0000056606013,0.00035345493,0.9986204,0.000022308594,0.0006636179,0.0000012176856],"about_ca_topic_score_codex":0.00021450718,"about_ca_topic_score_gemma":0.00048322362,"teacher_disagreement_score":0.00042630924,"about_ca_system_score_codex":0.00018628652,"about_ca_system_score_gemma":0.0001793738,"threshold_uncertainty_score":0.0014261603},"labels":[],"label_agreement":null},{"id":"W2801402046","doi":"10.1039/c8ra00082d","title":"Comparative study on the dynamic properties of lightweight porous concrete","year":2018,"lang":"en","type":"article","venue":"RSC Advances","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Air Canada","funders":"National Natural Science Foundation of China","keywords":"Porosity; Pervious concrete; Materials science; Porous medium; Composite material; Cement","score_opus":0.023901851268566022,"score_gpt":0.26684035812873613,"score_spread":0.2429385068601701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801402046","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933114,0.0004948321,0.0035616788,0.000016821232,0.0000070719707,0.000008843371,0.00024055252,0.00008052691,0.0022782134],"genre_scores_gemma":[0.99793744,0.000149018,0.0008085512,0.00000497461,0.0000026849166,0.0000035768226,0.00020564093,0.00000963889,0.0008784085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997284,0.000015957816,0.000012991269,0.0000310885,0.00018174337,0.000029824274],"domain_scores_gemma":[0.9997199,0.00006654084,0.00005148428,0.000026734897,0.000102261365,0.00003308824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002946738,0.00031088456,0.00025067743,0.001084808,0.0001564025,0.00016556481,0.00016928416,0.00021896156,0.0015818705],"category_scores_gemma":[0.0004027015,0.00013999257,0.00032043603,0.00074879365,0.00019225867,0.000403748,0.00023356681,0.00022431198,0.00024249744],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024297138,0.00005904322,0.0102573475,0.0002234761,0.000033437904,0.00022356349,0.000097266944,0.012578938,0.93778944,0.00050151476,0.00024605426,0.03774701],"study_design_scores_gemma":[0.000021909034,0.0010708582,0.21372019,0.000034551278,0.00012178972,0.00080540753,0.00021572791,0.04505374,0.7316949,0.00036666682,0.006803414,0.00009092707],"about_ca_topic_score_codex":0.0013921075,"about_ca_topic_score_gemma":0.0026084834,"teacher_disagreement_score":0.0015818705,"about_ca_system_score_codex":0.00019175006,"about_ca_system_score_gemma":0.00019353657,"threshold_uncertainty_score":0.005291879},"labels":[],"label_agreement":null},{"id":"W2802422684","doi":"","title":"Library Guides: MSS 024 - Operative Plasterers and Cement Finishers International Association of the United States and Canada, Local No. 93 Collection: Inventory","year":2017,"lang":"en","type":"libguides","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Operations management; Engineering","score_opus":0.008789545802117483,"score_gpt":0.21141868223313134,"score_spread":0.20262913643101385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802422684","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019329248,0.00051662204,0.002011381,0.0007010585,0.00055019575,0.00068533,0.07903322,0.0046820585,0.9098873],"genre_scores_gemma":[0.00160256,0.00044189653,0.0012916529,0.00007312933,0.000052340685,0.0001295279,0.016490672,0.0009362777,0.97898203],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.998654,0.00006665665,0.00007808366,0.00013079109,0.00094785605,0.00012254153],"domain_scores_gemma":[0.992636,0.00042353835,0.00016430918,0.0003462098,0.006009899,0.00042001333],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0010965964,0.0012075503,0.0008680046,0.0076499092,0.0039539575,0.0039035697,0.001866496,0.000828299,0.7023324],"category_scores_gemma":[0.0051378803,0.0012793611,0.0003879977,0.009043791,0.0008451049,0.0026051893,0.0016762783,0.0011758427,0.5061571],"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":[0.000020983864,0.000029802755,0.00030551656,0.00009152701,7.05106e-7,0.000016148375,0.000096495765,0.000065763736,0.000120746656,0.00065149524,0.9611885,0.03741243],"study_design_scores_gemma":[0.000005807177,0.000014026543,0.002109748,0.00007796007,0.0000018599976,0.00003159797,0.00028619837,0.000049667084,0.00030415956,0.00022364505,0.99688596,0.0000093591025],"about_ca_topic_score_codex":0.19645883,"about_ca_topic_score_gemma":0.45537725,"teacher_disagreement_score":0.7023324,"about_ca_system_score_codex":0.0044785007,"about_ca_system_score_gemma":0.017183706,"threshold_uncertainty_score":0.4245867},"labels":[],"label_agreement":null},{"id":"W2807754038","doi":"","title":"Homogeneous Analysis of Self-Consolidating Concrete (SCC) Casting in Reinforced Beam Using Computational Fluid Dynamics (CFD)","year":2016,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Computational fluid dynamics; Homogeneous; Casting; Beam (structure); Self-consolidating concrete; Computer science; Dynamics (music); Materials science; Mechanical engineering; Structural engineering; Mechanics; Composite material; Engineering; Physics; Acoustics; Compressive strength; Thermodynamics","score_opus":0.011187413333148044,"score_gpt":0.22169241550070765,"score_spread":0.2105050021675596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807754038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8618316,0.0004342217,0.12057457,0.0001469747,0.00006867032,0.000071881295,0.00019544785,0.00026363516,0.016412957],"genre_scores_gemma":[0.99039626,0.00010336431,0.005992591,0.000009507098,0.000011258262,0.000011192681,0.000066092485,0.000042346415,0.0033674464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998963,0.000014136576,0.0000034283478,0.000018602073,0.00004330481,0.000024287674],"domain_scores_gemma":[0.9997187,0.00011349814,0.000041397067,0.000026366053,0.00007685845,0.000023135246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019053501,0.0003432118,0.00051026646,0.00042369,0.00036113997,0.0007969045,0.00055964827,0.0006712033,0.0012609882],"category_scores_gemma":[0.0006392112,0.00029665884,0.00043815875,0.00027249163,0.00085285114,0.00031393356,0.00036787387,0.00041575413,0.00016552614],"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":[0.0000826811,0.000096436466,0.0019557488,0.000069082635,0.00001920686,0.00020726443,0.000075135096,0.945084,0.037789546,0.006604358,0.0003183923,0.0076981825],"study_design_scores_gemma":[0.0000051936286,0.000017449609,0.0010688835,0.0000029267565,0.0000033757642,0.0000115499315,0.000014587579,0.99535275,0.0030792856,0.00026811418,0.00017231164,0.000003602486],"about_ca_topic_score_codex":0.020318704,"about_ca_topic_score_gemma":0.017074887,"teacher_disagreement_score":0.020318704,"about_ca_system_score_codex":0.0006625762,"about_ca_system_score_gemma":0.0011597107,"threshold_uncertainty_score":0.040400922},"labels":[],"label_agreement":null},{"id":"W2886047522","doi":"10.1016/j.autcon.2018.06.015","title":"Feasibility study for drone-based masonry construction of real-scale structures","year":2018,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":122,"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":"Institut national de la recherche scientifique","keywords":"Drone; Masonry; Architectural engineering; Field (mathematics); Scale (ratio); Profitability index; Construction engineering; Computer science; Engineering; Quality (philosophy); Risk analysis (engineering); Systems engineering; Civil engineering; Business","score_opus":0.018894540981988985,"score_gpt":0.2822308544300502,"score_spread":0.2633363134480612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2886047522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9694008,0.000052640196,0.025248535,0.00007860335,0.000031249645,0.00021830952,0.00012492327,0.000101497404,0.004743502],"genre_scores_gemma":[0.987956,0.00004135762,0.010609535,0.000009856298,0.0000034676589,0.00005829901,0.00006941617,0.0000067484457,0.0012453947],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953437,0.00013976198,0.000016786036,0.000073664065,0.00017164658,0.00006378085],"domain_scores_gemma":[0.9989956,0.00033028825,0.00004925927,0.0001598686,0.00032764827,0.00013736436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007545048,0.0003600514,0.00028554216,0.00039351406,0.00060793885,0.0005068673,0.00082165125,0.0008471572,0.0045255413],"category_scores_gemma":[0.0011491698,0.00020637033,0.00036421613,0.00020261049,0.00039138377,0.00071263855,0.00046827676,0.0003394584,0.0005554805],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00421475,0.004777323,0.05983571,0.0014295296,0.000119019925,0.0063747736,0.0033332277,0.098428525,0.7021936,0.008341212,0.0029423656,0.1080099],"study_design_scores_gemma":[0.0012097063,0.024419438,0.13630693,0.00020377937,0.00034262825,0.003225116,0.011649475,0.48596346,0.30514693,0.003220139,0.028087676,0.0002248164],"about_ca_topic_score_codex":0.0025947283,"about_ca_topic_score_gemma":0.004533413,"teacher_disagreement_score":0.0045255413,"about_ca_system_score_codex":0.00031561378,"about_ca_system_score_gemma":0.0009190623,"threshold_uncertainty_score":0.015139461},"labels":[],"label_agreement":null},{"id":"W2886892460","doi":"10.1063/1.5042410","title":"L-box—A tool for measuring the “yield stress”: A theoretical study","year":2018,"lang":"en","type":"article","venue":"Physics of Fluids","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Thixotropy; Yield (engineering); Stress (linguistics); Physics; Plasticity; Viscosity; Mechanics; Flow (mathematics); Yield surface; Fluid dynamics; Sample (material); Thermodynamics; Composite material; Constitutive equation; Finite element method; Materials science","score_opus":0.021295007481931725,"score_gpt":0.2525174462656337,"score_spread":0.231222438783702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2886892460","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14973289,0.001419749,0.842833,0.00023026796,0.000042533913,0.00010551931,0.00026048176,0.0014684617,0.003907031],"genre_scores_gemma":[0.8582772,0.0012445538,0.13662611,0.00014123591,0.00006319227,0.00036364098,0.00025052327,0.00027402386,0.002759497],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994331,0.00018221787,0.000024364119,0.00010261904,0.00020787839,0.00004984059],"domain_scores_gemma":[0.99853265,0.00083335844,0.00022512514,0.00020747434,0.0001528344,0.000048589176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011402159,0.00060328055,0.00056668714,0.0016754183,0.00034416185,0.0007704491,0.00093753607,0.0010207536,0.0014171306],"category_scores_gemma":[0.0027807436,0.0004690349,0.00039307613,0.00082277594,0.0016374462,0.0016997748,0.0009773844,0.0008448742,0.0006026708],"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":[0.00043030782,0.00044169102,0.017481385,0.00071568176,0.00008231033,0.0007067005,0.00096693676,0.067402944,0.6791126,0.12367316,0.0018944156,0.10709189],"study_design_scores_gemma":[0.000017687891,0.00059333927,0.008418764,0.000114473936,0.000023684797,0.00063724734,0.00019122571,0.7493781,0.2210593,0.012759078,0.006679107,0.00012795653],"about_ca_topic_score_codex":0.0008059599,"about_ca_topic_score_gemma":0.0003288851,"teacher_disagreement_score":0.0016754183,"about_ca_system_score_codex":0.0004613734,"about_ca_system_score_gemma":0.00037796982,"threshold_uncertainty_score":0.0060301423},"labels":[],"label_agreement":null},{"id":"W2891341034","doi":"","title":"Flowability and Stability Performance of Self-Consolidating Concrete in Full-Scale Beam","year":2016,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Materials science; Homogeneity (statistics); Beam (structure); Composite material; Self-consolidating concrete; Longitudinal static stability; Cementitious; Funnel; Geotechnical engineering; Structural engineering; Cement; Geology; Mechanics; Mathematics; Compressive strength; Engineering","score_opus":0.008950516148889948,"score_gpt":0.20243985677369367,"score_spread":0.19348934062480372,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891341034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99760616,0.00010390143,0.0012702867,0.000020459738,0.000008907215,0.000008164651,0.00016162966,0.00008238758,0.00073807535],"genre_scores_gemma":[0.9988175,0.000041101182,0.00030998077,0.000005452148,0.0000017922423,0.0000051919533,0.00010832075,0.000012564295,0.00069812726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998066,0.000016782027,0.000010123605,0.000058428635,0.00006905559,0.000039122075],"domain_scores_gemma":[0.99957234,0.00012850952,0.0000652834,0.000052899682,0.00013045633,0.000050510553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004009253,0.00023623602,0.00030939933,0.00045070553,0.0003761153,0.00040553414,0.0003251756,0.00055116246,0.003757916],"category_scores_gemma":[0.00062894914,0.00017621928,0.000312056,0.00025108477,0.00060240494,0.00042817622,0.00034512815,0.00042082847,0.00034253843],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013033372,0.00017765499,0.0058382247,0.0000924964,0.000028845427,0.00013328948,0.00028015504,0.04446716,0.9355426,0.00052007777,0.00036589563,0.011250325],"study_design_scores_gemma":[0.000073491305,0.0011570873,0.046670027,0.000031382795,0.000045491615,0.00006300551,0.00023113834,0.18076652,0.7693786,0.00025440377,0.0012848387,0.000044013803],"about_ca_topic_score_codex":0.004832615,"about_ca_topic_score_gemma":0.0037111896,"teacher_disagreement_score":0.004832615,"about_ca_system_score_codex":0.00042775008,"about_ca_system_score_gemma":0.00037466254,"threshold_uncertainty_score":0.012571514},"labels":[],"label_agreement":null},{"id":"W2892139539","doi":"","title":"ANALYSIS OF CONSTRUCTION EXPERIENCE OF USING LIGHTWEIGHT CELLULAR CONCRETE AS A SUBBASE MATERIAL","year":2018,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"","funders":"University of Waterloo","keywords":"Subbase; Engineering; Civil engineering; Geotechnical engineering; Construction engineering; Environmental science; Structural engineering; Mathematics","score_opus":0.008354123106610602,"score_gpt":0.20377648060456557,"score_spread":0.19542235749795497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2892139539","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99732816,0.000023495708,0.00016284028,0.000023297305,0.0000015409735,0.000013128338,0.00007212314,0.000005895247,0.002369542],"genre_scores_gemma":[0.9932327,0.00014968259,0.00064632506,0.000010470321,0.0000023179552,0.000013004739,0.00017795565,0.000014225112,0.0057531437],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998489,0.000389479,0.00005896677,0.00019684836,0.0004684134,0.00039733225],"domain_scores_gemma":[0.99779034,0.0006262167,0.00034129823,0.00014667124,0.0006030885,0.0004924314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001472374,0.00035896926,0.00027438375,0.0015758038,0.0018156955,0.000986339,0.00082233653,0.00060887303,0.0041649053],"category_scores_gemma":[0.0043048416,0.00035435797,0.00032249276,0.001386625,0.0010157983,0.0009637407,0.0014083164,0.00049833494,0.0010735134],"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":[0.0008014291,0.001566802,0.5124329,0.00034918313,0.000056893685,0.0053101657,0.3068097,0.0046528433,0.015448466,0.0018317624,0.0045580585,0.14618182],"study_design_scores_gemma":[0.000012238861,0.002163407,0.68996596,0.00012500235,0.000048619844,0.0015627596,0.25840962,0.0051562754,0.0040354826,0.00031196853,0.03808812,0.00012061631],"about_ca_topic_score_codex":0.020204825,"about_ca_topic_score_gemma":0.085029185,"teacher_disagreement_score":0.020204825,"about_ca_system_score_codex":0.0024547519,"about_ca_system_score_gemma":0.0013051964,"threshold_uncertainty_score":0.040174425},"labels":[],"label_agreement":null},{"id":"W2902172327","doi":"","title":"Matériaux composites en PRF : Renforcement des structures existantes en béton armé / Calcul selon les normes canadiennes","year":2018,"lang":"fr","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Ton; Humanities; Political science; Geography; Art","score_opus":0.015174331242911579,"score_gpt":0.24641667252838953,"score_spread":0.23124234128547794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902172327","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8409981,0.0020623778,0.106615305,0.00047049747,0.00025280987,0.000076666816,0.00014518591,0.00067348423,0.048705444],"genre_scores_gemma":[0.9544457,0.00054024335,0.027247354,0.000051884927,0.000023119444,0.000056628465,0.00008916473,0.00014073863,0.01740521],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985763,0.0001556098,0.000029167393,0.0002334991,0.0009003278,0.00010508481],"domain_scores_gemma":[0.9991911,0.000303216,0.00010666745,0.0000919601,0.00024517783,0.000061856495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012967638,0.0007775216,0.0005030619,0.0012138376,0.0010445849,0.002174452,0.0006411044,0.0014337437,0.0034574135],"category_scores_gemma":[0.002180545,0.0004406161,0.000439905,0.00052713987,0.0015425656,0.0010972264,0.0007390699,0.0015759891,0.0008821952],"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":[0.0008225255,0.0003495463,0.003771822,0.0002975313,0.000055581997,0.0007353682,0.00095975434,0.13381994,0.7170834,0.05745725,0.0007805009,0.08386674],"study_design_scores_gemma":[0.00008119248,0.0006415278,0.013669433,0.000115060306,0.000087616616,0.0009256079,0.0007880106,0.19432434,0.72957206,0.014247081,0.0454145,0.00013356729],"about_ca_topic_score_codex":0.005959792,"about_ca_topic_score_gemma":0.008814162,"teacher_disagreement_score":0.9940402,"about_ca_system_score_codex":0.0014031463,"about_ca_system_score_gemma":0.0014188584,"threshold_uncertainty_score":0.011850178},"labels":[],"label_agreement":null},{"id":"W2910192250","doi":"","title":"Early Volume Change of High Performance Concrete","year":2017,"lang":"en","type":"dissertation","venue":"TSpace","topic":"Innovations in Concrete and Construction Materials","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":"Volume (thermodynamics); Geotechnical engineering; Forensic engineering; Engineering; Thermodynamics; Physics","score_opus":0.02067132823927269,"score_gpt":0.27513274115623604,"score_spread":0.25446141291696334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910192250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993167,0.000533498,0.0019766036,0.000017869288,0.000022583534,0.000024767467,0.00027765945,0.00012877671,0.0038512305],"genre_scores_gemma":[0.9968047,0.00009977128,0.000378495,0.0000125010065,0.000003869803,0.0000067625797,0.00019647357,0.000014323374,0.0024830156],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999678,0.00001863935,0.000013099283,0.00006316022,0.00016390048,0.000063195774],"domain_scores_gemma":[0.999724,0.0000341882,0.00007762072,0.000025246476,0.000091983784,0.000046982466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013362385,0.00025368578,0.00017610841,0.0004158173,0.000184365,0.0004431232,0.00027531481,0.00027756114,0.0024651473],"category_scores_gemma":[0.0003514078,0.00012733921,0.000251029,0.00026775556,0.00019076969,0.00036056532,0.00027716524,0.0003758837,0.00048726713],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016021858,0.00005933365,0.0067191464,0.00005405333,0.0000082660345,0.00015811113,0.00011279173,0.0015509655,0.9751933,0.00013970754,0.00010770444,0.015736427],"study_design_scores_gemma":[0.0000052123164,0.0005912649,0.045021027,0.000007700763,0.000013786241,0.00017728638,0.00008707217,0.002672878,0.9490227,0.00009843102,0.0022877334,0.000014826716],"about_ca_topic_score_codex":0.0016037959,"about_ca_topic_score_gemma":0.0021568667,"teacher_disagreement_score":0.0024651473,"about_ca_system_score_codex":0.00029105882,"about_ca_system_score_gemma":0.00017490702,"threshold_uncertainty_score":0.008246779},"labels":[],"label_agreement":null},{"id":"W2911986129","doi":"10.1016/j.jallcom.2019.01.364","title":"Microstructure and mechanical properties of fine-grained aluminum matrix composite reinforced with nitinol shape memory alloy particulates produced by underwater friction stir processing","year":2019,"lang":"en","type":"article","venue":"Journal of Alloys and Compounds","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":82,"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; Nanjing University of Aeronautics and Astronautics; National Natural Science Foundation of China","keywords":"Materials science; Microstructure; Shape-memory alloy; Composite material; Austenite; Friction stir processing; Martensite; Composite number; Dynamic recrystallization; Alloy; Metallurgy","score_opus":0.007053598708888525,"score_gpt":0.195123994695336,"score_spread":0.18807039598644748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2911986129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99918646,0.000073449686,0.0003170723,0.000004378202,0.0000041101207,0.0000021757212,0.000042353906,0.000010781068,0.0003590882],"genre_scores_gemma":[0.9992636,0.000022309172,0.00021144563,0.0000033135218,0.0000013650197,0.0000018861019,0.00004026227,0.0000030908284,0.00045282292],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989235,0.000005509775,0.000005577349,0.000026346099,0.000052705942,0.00001751664],"domain_scores_gemma":[0.99979585,0.00002746977,0.00006630428,0.000010521801,0.00007252846,0.00002737724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013212473,0.00013224118,0.00013457815,0.0003709375,0.00021066984,0.00015745172,0.00015870944,0.00023105042,0.001015019],"category_scores_gemma":[0.0001877822,0.00017568392,0.0001610005,0.00021229182,0.00023672529,0.00014599087,0.000090519774,0.00015445628,0.00013328319],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016608507,0.000020256837,0.0013783446,0.000027485134,0.000004665052,0.00007773011,0.000044946042,0.000601491,0.9965006,0.00006122387,0.000029503557,0.0010876424],"study_design_scores_gemma":[0.000022738566,0.0007723827,0.1397884,0.000008275476,0.000047121244,0.00018939617,0.00024059568,0.008231249,0.84977514,0.00005827921,0.0008432344,0.000023248665],"about_ca_topic_score_codex":0.0021627622,"about_ca_topic_score_gemma":0.004804419,"teacher_disagreement_score":0.0021627622,"about_ca_system_score_codex":0.00022520646,"about_ca_system_score_gemma":0.00015030232,"threshold_uncertainty_score":0.004300356},"labels":[],"label_agreement":null},{"id":"W2912214646","doi":"","title":"Influence de l’interaction sol-structure sur le calcul des efforts sismiques dans le système de reprise des charges gravitaires des bâtiments en béton contreventés par murs de refend","year":2019,"lang":"fr","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Innovations in Concrete and Construction Materials","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":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Humanities; Ton; Political science; Art; Geography","score_opus":0.007611392881472749,"score_gpt":0.20218407838380298,"score_spread":0.19457268550233023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912214646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91445404,0.00033877563,0.07192003,0.0003465091,0.00007335297,0.000034395915,0.0003739457,0.00039469122,0.012064192],"genre_scores_gemma":[0.98477745,0.00009168075,0.011284693,0.00003214457,0.000005323701,0.00002650621,0.00018058615,0.00009837034,0.0035032572],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958664,0.00009333347,0.00002359365,0.00013090462,0.000102513215,0.00006309841],"domain_scores_gemma":[0.99802136,0.0012877454,0.00018238736,0.0001250904,0.00028606673,0.00009740396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013768664,0.0006109262,0.00068969995,0.00081077585,0.00069486484,0.00268786,0.0010398969,0.0009773872,0.006618333],"category_scores_gemma":[0.0048482544,0.0005973573,0.0009014429,0.00072354,0.000942084,0.001519522,0.0008941721,0.0008436996,0.00080532924],"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":[0.00026452937,0.00008695146,0.03994453,0.00019581869,0.00013379207,0.00018643675,0.0005431741,0.9145764,0.009539278,0.011700325,0.000700773,0.02212802],"study_design_scores_gemma":[0.000010584865,0.000058166534,0.011144456,0.00002612646,0.000024488243,0.000034621047,0.00027008,0.9807357,0.0037566565,0.0023000585,0.0016102586,0.000028850265],"about_ca_topic_score_codex":0.03601752,"about_ca_topic_score_gemma":0.03356004,"teacher_disagreement_score":0.03601752,"about_ca_system_score_codex":0.0018432593,"about_ca_system_score_gemma":0.0014823392,"threshold_uncertainty_score":0.071615696},"labels":[],"label_agreement":null},{"id":"W2916501541","doi":"10.5539/mas.v13n3p128","title":"Manufacturing and Testing of Light-Weight Foamed Concrete: Experimental Results","year":2019,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovations in Concrete and Construction Materials","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":"Materials science; Machinability; Raw material; Thermal conductivity; Composite material; Metallurgy","score_opus":0.011452462574965861,"score_gpt":0.2124518724984845,"score_spread":0.20099940992351864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2916501541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99130696,0.00017083611,0.006065322,0.00003467114,0.000018783256,0.00012280444,0.000261788,0.00018794482,0.001830843],"genre_scores_gemma":[0.98611754,0.000110497,0.0118195815,0.000016342416,0.000006143978,0.000078834106,0.0001807412,0.000033535594,0.0016368271],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99901605,0.00009102096,0.00008464028,0.0001415391,0.0005547445,0.000111964204],"domain_scores_gemma":[0.9986596,0.00027747048,0.00018898885,0.0003111365,0.0004470306,0.000115835915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073616125,0.00059792976,0.00053907814,0.00046438962,0.00048131056,0.00018459049,0.0005117479,0.0009775148,0.0021552632],"category_scores_gemma":[0.0010138159,0.00023072484,0.0003793784,0.00040617524,0.0004641639,0.0003689987,0.0003715933,0.0003631145,0.0005573],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027508574,0.0004054252,0.0019824873,0.00020378907,0.000013623049,0.00028956533,0.00041411523,0.0031639882,0.98167396,0.00010619223,0.00010287166,0.011368908],"study_design_scores_gemma":[0.00003236588,0.002815391,0.006570711,0.000015920024,0.00002504113,0.00014596037,0.000167764,0.003336618,0.98533326,0.000057019526,0.001480277,0.000019712525],"about_ca_topic_score_codex":0.00085706037,"about_ca_topic_score_gemma":0.0017359888,"teacher_disagreement_score":0.0021552632,"about_ca_system_score_codex":0.00023333577,"about_ca_system_score_gemma":0.00024529462,"threshold_uncertainty_score":0.0072101355},"labels":[],"label_agreement":null},{"id":"W2918998761","doi":"10.1007/978-3-030-10510-5_4","title":"Proportioning of Concrete Mixes","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"IBI Group (Canada)","funders":"","keywords":"Aggregate (composite); Durability; Cohesion (chemistry); Mortar; Void (composites); Cement; Civil engineering; Engineering; Materials science; Composite material","score_opus":0.010966310002427284,"score_gpt":0.19620880975524815,"score_spread":0.18524249975282087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2918998761","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024142899,0.008348615,0.21399258,0.00031616483,0.0007259669,0.00014967521,0.00025132185,0.0007563128,0.75131637],"genre_scores_gemma":[0.19922967,0.008237359,0.05427498,0.00019792524,0.00022800702,0.00014441353,0.00028735184,0.00074999215,0.73665035],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992556,0.00008621804,0.000029377046,0.00015186255,0.00042918642,0.000047663692],"domain_scores_gemma":[0.99979836,0.00006513136,0.000015077199,0.00005050704,0.000059261394,0.000011668403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004814214,0.0005914955,0.0005063704,0.0012036797,0.0005166533,0.001510266,0.0011520342,0.00040337865,0.022434758],"category_scores_gemma":[0.0012777621,0.0005144287,0.00044336275,0.0011822708,0.00089631526,0.0014990994,0.001375418,0.0010561162,0.005630767],"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":[0.00015422583,0.00007288496,0.000643762,0.00056788285,0.000017452117,0.00009354653,0.00041429373,0.014022529,0.05931556,0.3391943,0.007870376,0.57763314],"study_design_scores_gemma":[0.000016979984,0.0002527236,0.004025732,0.00025758723,0.000055540793,0.00075455446,0.00027509176,0.020540427,0.11430616,0.09725904,0.76220036,0.000055853918],"about_ca_topic_score_codex":0.0012704155,"about_ca_topic_score_gemma":0.0027430125,"teacher_disagreement_score":0.022434758,"about_ca_system_score_codex":0.0011361592,"about_ca_system_score_gemma":0.00050554523,"threshold_uncertainty_score":0.075051785},"labels":[],"label_agreement":null},{"id":"W2921922269","doi":"","title":"Développement d'une méthodologie de sélection des matériaux de fondation routière pour contrer les effets du dégel","year":2006,"lang":"fr","type":"article","venue":"Corpus Université Laval (Université Laval)","topic":"Innovations in Concrete and Construction Materials","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":"Humanities; Art","score_opus":0.02221929699161274,"score_gpt":0.2217222542210708,"score_spread":0.19950295722945807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921922269","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11325924,0.0015442311,0.87260014,0.0003735265,0.00015150613,0.00043758674,0.00033213611,0.0009591595,0.010342518],"genre_scores_gemma":[0.37003943,0.001513658,0.6091137,0.0001520518,0.00002401735,0.0006214167,0.0002960031,0.00025753028,0.01798224],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999106,0.000121240024,0.00003598424,0.00017661766,0.0004942375,0.000065837645],"domain_scores_gemma":[0.9988243,0.00044349357,0.00012035325,0.00010925449,0.00048131935,0.000021299275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012528767,0.00065131264,0.00076547865,0.000824969,0.00061495736,0.0013119082,0.00078429887,0.0010049113,0.0034594543],"category_scores_gemma":[0.0021141777,0.00048940396,0.000870552,0.0008686636,0.0005364139,0.0008492238,0.0004360265,0.0010471666,0.0007270856],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002724269,0.00022734198,0.009949081,0.0018292302,0.00012991177,0.00026852835,0.0012010791,0.11416287,0.51854,0.012566925,0.0015844586,0.3392681],"study_design_scores_gemma":[0.000076633405,0.0007838577,0.0133250225,0.0002360723,0.00015768757,0.00031258396,0.00070582697,0.38060102,0.5488137,0.0047920034,0.05003432,0.00016133636],"about_ca_topic_score_codex":0.014352395,"about_ca_topic_score_gemma":0.02628119,"teacher_disagreement_score":0.014352395,"about_ca_system_score_codex":0.0012313395,"about_ca_system_score_gemma":0.0024167635,"threshold_uncertainty_score":0.02853769},"labels":[],"label_agreement":null},{"id":"W2924061024","doi":"10.18372/38223","title":"Features of interaction of organic binder and slag filler","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Asphalt; Aggregate (composite); Slag (welding); Road construction; Materials science; Metallurgy; Forensic engineering; Engineering; Composite material; Civil engineering","score_opus":0.009767992287788824,"score_gpt":0.20590459484793872,"score_spread":0.1961366025601499,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2924061024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9891644,0.0032963306,0.00113433,0.000067821595,0.00006215811,0.000025007126,0.00091760023,0.00012991014,0.0052024648],"genre_scores_gemma":[0.9965411,0.0002862148,0.00026953273,0.00002299034,0.000008162291,0.000009062273,0.000402613,0.000027103479,0.0024332283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997414,0.00001680704,0.000009666744,0.00006587512,0.00008485996,0.000081396436],"domain_scores_gemma":[0.9996704,0.00009398495,0.00008517199,0.000014489521,0.00008236593,0.00005365202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012410329,0.000263944,0.00019941552,0.00057231524,0.0002480574,0.00029562463,0.00022922482,0.0002377937,0.0066812686],"category_scores_gemma":[0.00034298218,0.0001380882,0.00026950843,0.00031962717,0.00022617696,0.00023820168,0.00014247952,0.00033390147,0.00077094196],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043259852,0.000033132324,0.0017561961,0.00011081753,0.000018744007,0.0001256066,0.000054188775,0.00039077437,0.9926358,0.000116283285,0.00040587902,0.003920024],"study_design_scores_gemma":[0.000009511997,0.0004429222,0.025259124,0.000011114882,0.000041494663,0.00023814169,0.00015131521,0.0021156718,0.9678137,0.00007972778,0.003810976,0.000026421229],"about_ca_topic_score_codex":0.0023031675,"about_ca_topic_score_gemma":0.0021342798,"teacher_disagreement_score":0.0066812686,"about_ca_system_score_codex":0.00020864999,"about_ca_system_score_gemma":0.00019184171,"threshold_uncertainty_score":0.022351027},"labels":[],"label_agreement":null},{"id":"W2939661797","doi":"10.29173/mocs68","title":"Energy optimization in modular buildings made from 3d printing","year":2017,"lang":"en","type":"article","venue":"Modular and Offsite Construction (MOC) Summit Proceedings","topic":"Innovations in Concrete and Construction Materials","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":"Modular design; Installation; Architectural engineering; Civil engineering; Energy consumption; Process (computing); 3D printing; Engineering; Modular construction; Construction engineering; Computer science; Mechanical engineering","score_opus":0.007495833135433317,"score_gpt":0.19603840853898774,"score_spread":0.18854257540355443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2939661797","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94961786,0.00021702124,0.037922345,0.00005582482,0.000017777835,0.000024608373,0.000163041,0.00010366324,0.011877893],"genre_scores_gemma":[0.9952513,0.00006126543,0.0037005811,0.000004398651,0.0000010254179,0.000011948179,0.000040501895,0.000016851529,0.00091207214],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999062,0.000025117395,0.0000036303945,0.000013795761,0.000026742327,0.000024572035],"domain_scores_gemma":[0.9998653,0.0000808433,0.00001713874,0.000014601039,0.000013491576,0.000008586095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019561237,0.00039604702,0.00044180808,0.00042787998,0.00020050361,0.0006641162,0.0002984429,0.00043684503,0.0018457965],"category_scores_gemma":[0.00035681055,0.00023269393,0.0008096706,0.00051351625,0.00030784225,0.00033431684,0.0003878843,0.00020366919,0.0001596059],"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":[0.000074098105,0.000029126135,0.00079717604,0.000029901958,0.000008652793,0.00008101411,0.00001069858,0.98855025,0.004943321,0.0004207306,0.00006034592,0.00499463],"study_design_scores_gemma":[0.000016316377,0.00015690144,0.0030845564,0.0000063558236,0.000019114856,0.000038737922,0.00004034134,0.9896568,0.0058633927,0.0006536012,0.00045011018,0.000013863979],"about_ca_topic_score_codex":0.0029568737,"about_ca_topic_score_gemma":0.0040423027,"teacher_disagreement_score":0.0029568737,"about_ca_system_score_codex":0.0005029859,"about_ca_system_score_gemma":0.00021675353,"threshold_uncertainty_score":0.0061748624},"labels":[],"label_agreement":null},{"id":"W2941419726","doi":"10.1002/citp.201900413","title":"Schnörkelloses Design","year":2019,"lang":"de","type":"article","venue":"CITplus","topic":"Innovations in Concrete and Construction Materials","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":"Canadian Green Tech (Canada)","funders":"","keywords":"Political science; Humanities; Philosophy","score_opus":0.01483744227055365,"score_gpt":0.21123271846338457,"score_spread":0.19639527619283093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2941419726","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026132075,0.001476696,0.7244091,0.0006166185,0.0009445304,0.000935264,0.0013808399,0.008624227,0.23548064],"genre_scores_gemma":[0.41529104,0.0011713651,0.22667527,0.0005611595,0.00022726257,0.0012404951,0.002416033,0.0015767283,0.35084063],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991285,0.00009256408,0.000045276687,0.0001486135,0.0004988843,0.00008615719],"domain_scores_gemma":[0.99938786,0.000076626,0.000062036524,0.00013837423,0.00027708057,0.000057930432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005473812,0.0010327371,0.00049679185,0.001298408,0.0007132354,0.0015366137,0.0014122865,0.0010536244,0.08294281],"category_scores_gemma":[0.0010308179,0.00045798646,0.0006020904,0.00051662966,0.00043913387,0.0010326835,0.0012105827,0.0006123258,0.022459116],"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":[0.0010219623,0.00025478433,0.00097634445,0.001266284,0.000086365675,0.00038074932,0.00023136206,0.08043604,0.14888845,0.07750956,0.041392256,0.6475558],"study_design_scores_gemma":[0.00028731357,0.0016149459,0.0020460885,0.00020146808,0.00013819391,0.0006311373,0.00017152433,0.14528804,0.116285846,0.017012604,0.71619105,0.00013180872],"about_ca_topic_score_codex":0.0011327028,"about_ca_topic_score_gemma":0.0014055516,"teacher_disagreement_score":0.08294281,"about_ca_system_score_codex":0.0008781123,"about_ca_system_score_gemma":0.00094639556,"threshold_uncertainty_score":0.27747136},"labels":[],"label_agreement":null},{"id":"W2948031522","doi":"10.11159/iccste19.232","title":"Automatization of the Constructive Process: a Systematic Study of the 3D Concrete Printing Technology (Contour Crafting)","year":2019,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Constructive; 3D printing; Process (computing); Computer science; Engineering drawing; Computer graphics (images); Engineering; Mechanical engineering; Programming language","score_opus":0.007507207218030028,"score_gpt":0.2101337785087343,"score_spread":0.20262657129070427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948031522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84362423,0.0022348517,0.13624467,0.00018930272,0.000016566222,0.0019378526,0.00042859212,0.00027624276,0.015047662],"genre_scores_gemma":[0.88734376,0.001383083,0.10815622,0.00007029889,0.0000066045336,0.00047266533,0.00035841583,0.00008097868,0.0021279212],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9841352,0.0086668,0.0011069956,0.0014050892,0.004122904,0.00056303537],"domain_scores_gemma":[0.89867616,0.07081238,0.0075043887,0.013964991,0.008670916,0.0003711195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010645582,0.00047899262,0.00034823525,0.0040421835,0.0012399867,0.003053961,0.0012283617,0.0007749718,0.0017208633],"category_scores_gemma":[0.038721737,0.00062800274,0.00059772097,0.0030614894,0.0031785318,0.0028919424,0.0022268074,0.0010795668,0.000340852],"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":[0.000303706,0.0011918409,0.05487401,0.0037674236,0.00014730069,0.0007150748,0.10100278,0.0063329074,0.027071642,0.029548999,0.0006813882,0.7743629],"study_design_scores_gemma":[0.00020329523,0.0036670142,0.34315112,0.0072975517,0.0012800931,0.00484685,0.13527627,0.052287653,0.25812373,0.0436374,0.14969213,0.00053687074],"about_ca_topic_score_codex":0.0046207635,"about_ca_topic_score_gemma":0.00807964,"teacher_disagreement_score":0.010645582,"about_ca_system_score_codex":0.0023849357,"about_ca_system_score_gemma":0.007863158,"threshold_uncertainty_score":0.056299925},"labels":[],"label_agreement":null},{"id":"W2948845310","doi":"10.11159/iccste19.192","title":"Appraisal of Hybrid Fiber Reinforced Engineered CementitiousComposite","year":2019,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":13,"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":"Composite number; Materials science; Fiber; Composite material","score_opus":0.00840746502774812,"score_gpt":0.21163436175193565,"score_spread":0.20322689672418753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948845310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99736065,0.00046989432,0.0013909914,0.000008034705,0.000006216358,0.00000982568,0.000042849246,0.00001352097,0.0006980001],"genre_scores_gemma":[0.99699485,0.00028701522,0.0013814693,0.0000066058997,0.000002147745,0.000006695532,0.000068911904,0.0000054128973,0.0012470406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999293,0.0000071773525,0.0000047158296,0.000012613922,0.00003609487,0.000010019589],"domain_scores_gemma":[0.99990046,0.000016335161,0.000035980996,0.0000044048506,0.000030183475,0.000012598926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011416897,0.00019040589,0.0000753713,0.00019136906,0.00007731454,0.00011703222,0.00007738358,0.00016647046,0.00056902017],"category_scores_gemma":[0.00011414437,0.00007988801,0.0001257618,0.00009922139,0.00011844345,0.00018175053,0.00007924135,0.00015511912,0.000065209366],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018714782,0.000007243562,0.00015138656,0.00002025678,0.0000011728854,0.000026732834,0.000008725188,0.00006523248,0.9990595,0.00002365619,0.0000034348575,0.0006140357],"study_design_scores_gemma":[0.0000013018762,0.0003157141,0.006957313,0.000003939526,0.000012343802,0.000096678705,0.000028338227,0.0005542105,0.9913406,0.000016932972,0.0006693536,0.0000032686119],"about_ca_topic_score_codex":0.0004138239,"about_ca_topic_score_gemma":0.0014924947,"teacher_disagreement_score":0.00056902017,"about_ca_system_score_codex":0.00009935527,"about_ca_system_score_gemma":0.000059784874,"threshold_uncertainty_score":0.0019035339},"labels":[],"label_agreement":null},{"id":"W2949052179","doi":"10.31659/0585-430x-2019-770-5-57-61","title":"Fluoro-Anhydrite Compositions with a Light Filler Based on Expanded Perlite Sand","year":2019,"lang":"en","type":"article","venue":"Stroitel nye Materialy","topic":"Innovations in Concrete and Construction Materials","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":"Institute for Biological Sciences","funders":"","keywords":"Gypsum; Materials science; Precast concrete; Polystyrene; Perlite; Composite material; Porosity; Polymer; Civil engineering","score_opus":0.0028833998499660407,"score_gpt":0.1720072525711204,"score_spread":0.16912385272115435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949052179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98879683,0.0015325645,0.0036806532,0.0000273748,0.000038523525,0.000050388917,0.00032201747,0.00026158596,0.005290028],"genre_scores_gemma":[0.98964065,0.000642337,0.0039552846,0.000025546273,0.000011960674,0.000034087938,0.00032008986,0.000052229672,0.0053177774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998504,0.000013559559,0.000012057016,0.000040473526,0.000053132444,0.000030367004],"domain_scores_gemma":[0.9999144,0.000014207818,0.000028059862,0.000008760849,0.000014058452,0.00002057148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013372798,0.00036193078,0.00017160934,0.0005727501,0.00017247663,0.00023116943,0.00018790041,0.0002385706,0.0019423567],"category_scores_gemma":[0.00013629407,0.00013340995,0.00018779814,0.00024142332,0.00016174001,0.00023754603,0.00015453936,0.00023840871,0.00069452357],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007053843,0.00001938311,0.00012839542,0.00008004754,0.0000045616257,0.000052625983,0.000010882296,0.00015924181,0.99746084,0.000080090525,0.000035486886,0.00189788],"study_design_scores_gemma":[0.000006209352,0.00015999551,0.0014400949,0.0000058820588,0.00001288114,0.00009920913,0.000009317803,0.00043832688,0.99461323,0.000013877767,0.0031935035,0.000007446526],"about_ca_topic_score_codex":0.00093567465,"about_ca_topic_score_gemma":0.0027128404,"teacher_disagreement_score":0.0019423567,"about_ca_system_score_codex":0.00022550773,"about_ca_system_score_gemma":0.00015786453,"threshold_uncertainty_score":0.00649786},"labels":[],"label_agreement":null},{"id":"W2953823374","doi":"10.22260/isarc2019/0089","title":"Design, Modelling and Simulation of Novel Hexapod-Shaped Passive Damping System for Coupling Cable Robot and End Effector in Curtain Wall Module Installation Application","year":2019,"lang":"en","type":"article","venue":"Proceedings of the ... ISARC","topic":"Innovations in Concrete and Construction Materials","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":"Hexapod; Modular design; Robot; Engineering; Robot end effector; Stiffness; Robotics; Coupling (piping); Simulation; Computer science; Mechanical engineering; Structural engineering; Artificial intelligence","score_opus":0.019242938319228835,"score_gpt":0.22617056156668255,"score_spread":0.20692762324745373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953823374","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.338698,0.0010811476,0.5985157,0.00040652158,0.0002665548,0.00042372377,0.00057754345,0.0028507547,0.057180014],"genre_scores_gemma":[0.9592058,0.00025401116,0.02906512,0.000035233264,0.0000075738535,0.00025382082,0.00018128587,0.00008729835,0.010909788],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997863,0.000039122402,0.000009596029,0.000029465198,0.00010153204,0.000033888755],"domain_scores_gemma":[0.999762,0.00007684676,0.00003920504,0.000030184938,0.00006273508,0.000029127708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003326766,0.0006579226,0.0006360803,0.00034627554,0.00048893114,0.000784238,0.0011659908,0.0015092554,0.0072612236],"category_scores_gemma":[0.0003739227,0.00043986642,0.00083867804,0.00022376173,0.00048306357,0.00042859968,0.0005738717,0.00040926322,0.0009743074],"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":[0.00020771334,0.000067390225,0.0014677326,0.00030382152,0.000037263406,0.00048539496,0.00024753905,0.95616657,0.026084255,0.0016139357,0.00089408417,0.012424275],"study_design_scores_gemma":[0.00004317571,0.00021682912,0.0008068408,0.000023185126,0.000022239918,0.00008408367,0.0000903967,0.989613,0.0052295127,0.00030111897,0.0035544767,0.000015106688],"about_ca_topic_score_codex":0.0036611648,"about_ca_topic_score_gemma":0.0023089654,"teacher_disagreement_score":0.0072612236,"about_ca_system_score_codex":0.00040093847,"about_ca_system_score_gemma":0.0006497688,"threshold_uncertainty_score":0.024291217},"labels":[],"label_agreement":null},{"id":"W2959727118","doi":"10.18280/acsm.430106","title":"Preparation and Performance Analysis of Foam-concrete Sound Absorbing Material Prepared Purely from Solid Wastes","year":2019,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Foam concrete; Materials science; Composite material; Sound (geography); Waste management; Acoustics; Engineering; Physics","score_opus":0.015237542686608603,"score_gpt":0.260679698080862,"score_spread":0.2454421553942534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2959727118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99660516,0.0004910814,0.0021257743,0.000010138735,0.000009894696,0.00001725733,0.000064360866,0.000024394758,0.0006519728],"genre_scores_gemma":[0.9963446,0.0004011238,0.0025281764,0.000008583616,0.0000058534515,0.000016265525,0.0001283533,0.000012373075,0.0005547105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997873,0.000033520115,0.000018609342,0.000038732785,0.000090606125,0.00003136201],"domain_scores_gemma":[0.99980074,0.000043715012,0.000052636064,0.00002407406,0.00005297761,0.000025910145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023916706,0.00042360867,0.00030632105,0.0004919574,0.00026121695,0.0001618787,0.00013373245,0.0002591832,0.00067816593],"category_scores_gemma":[0.0003551265,0.0001592037,0.000342569,0.0003543419,0.00023782704,0.00026119058,0.00019310541,0.00028869725,0.00015647648],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000095656724,0.000027956698,0.0002672917,0.00009808489,0.000007184127,0.000036586167,0.000024451447,0.00042051892,0.9970566,0.000039573228,0.000009826347,0.0019163211],"study_design_scores_gemma":[0.0000050641224,0.00038202008,0.0016159643,0.0000041638705,0.00001530194,0.00003212054,0.000018017508,0.0007241017,0.996956,0.000012111354,0.00022924418,0.00000582937],"about_ca_topic_score_codex":0.00064715615,"about_ca_topic_score_gemma":0.0010382605,"teacher_disagreement_score":0.00067816593,"about_ca_system_score_codex":0.00013045507,"about_ca_system_score_gemma":0.00013869815,"threshold_uncertainty_score":0.002268672},"labels":[],"label_agreement":null},{"id":"W2965030481","doi":"10.11159/icepr19.01","title":"Biomimetic Apply to Waste Recycling","year":2019,"lang":"en","type":"article","venue":"Proceedings of the World Congress on New Technologies","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Waste management; Computer science; Environmental science; Engineering","score_opus":0.008694552725921846,"score_gpt":0.21778136355003888,"score_spread":0.20908681082411704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965030481","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86631,0.035220705,0.041069943,0.0023937074,0.002142005,0.00023637529,0.00025573134,0.0002925899,0.052078895],"genre_scores_gemma":[0.9407433,0.014507787,0.01830562,0.0010467764,0.00025256514,0.00012509142,0.0001250567,0.00005822969,0.024835628],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989355,0.000020100428,0.000009038915,0.000018801455,0.000037339025,0.000021128502],"domain_scores_gemma":[0.9999224,0.00002084322,0.00001760845,0.000011234694,0.000016064727,0.000011738049],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002842945,0.0003057046,0.0002691251,0.00031332087,0.00030504545,0.00059556,0.0002170861,0.00055495603,0.0026624457],"category_scores_gemma":[0.00024271462,0.00014767193,0.00030035424,0.00026653506,0.00042244748,0.00033787586,0.0005720047,0.00057222525,0.00047804884],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005450673,0.00007951463,0.00011146881,0.00021483922,0.0000081146145,0.00013510605,0.000045651264,0.00043630612,0.9769618,0.002980892,0.00024368097,0.018728195],"study_design_scores_gemma":[0.000014335124,0.00038265533,0.0006475291,0.00004183119,0.000019767007,0.00024736827,0.000056898392,0.0006867653,0.9725266,0.0008306351,0.024534326,0.0000111358995],"about_ca_topic_score_codex":0.0002969313,"about_ca_topic_score_gemma":0.0006345813,"teacher_disagreement_score":0.0026624457,"about_ca_system_score_codex":0.00025008898,"about_ca_system_score_gemma":0.0002857892,"threshold_uncertainty_score":0.008906782},"labels":[],"label_agreement":null},{"id":"W2974235619","doi":"10.5539/emr.v8n2p42","title":"Interlocking Block Masonry (ISSB) for Sustainable Housing Purposes in Thailand, With Additional Examples From Cambodia and Nepal","year":2019,"lang":"en","type":"article","venue":"Engineering Management Research","topic":"Innovations in Concrete and Construction Materials","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":"Sanitation; Sustainability; Masonry; Interlocking; Civil engineering; Scarcity; Engineering; Quality (philosophy); Environmental planning; Business; Architectural engineering; Environmental science; Environmental engineering; Economics","score_opus":0.015866763705076167,"score_gpt":0.24272650534874343,"score_spread":0.22685974164366726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2974235619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5280933,0.048482582,0.0076799374,0.0011664846,0.00018261345,0.00040015034,0.001596962,0.00010738716,0.41229057],"genre_scores_gemma":[0.88977575,0.039765544,0.010191904,0.0002836625,0.000036160374,0.00014748672,0.0011645528,0.00006786243,0.058567178],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9998796,0.000022639519,0.0000086949885,0.0000134395805,0.000037220012,0.000038467588],"domain_scores_gemma":[0.99990726,0.000028925777,0.000017039132,0.000007892446,0.000017758204,0.000021053907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013538607,0.00038635207,0.00011263389,0.0012121155,0.0010397626,0.0011040017,0.00026894707,0.00025586953,0.0064096763],"category_scores_gemma":[0.00019305278,0.00013228042,0.00013444886,0.00307495,0.00059957127,0.00061524665,0.0009940435,0.00044054494,0.0007101992],"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":[0.00022860593,0.00030259552,0.029967632,0.008313505,0.00005401553,0.01873338,0.029881172,0.0032769684,0.025135247,0.05023236,0.020631509,0.813243],"study_design_scores_gemma":[0.000011262627,0.00038698633,0.12287594,0.0015447239,0.00003740589,0.015316943,0.03199192,0.0011361748,0.009846113,0.0023728043,0.81441855,0.0000611454],"about_ca_topic_score_codex":0.008942294,"about_ca_topic_score_gemma":0.031297907,"teacher_disagreement_score":0.008942294,"about_ca_system_score_codex":0.000668943,"about_ca_system_score_gemma":0.00077205425,"threshold_uncertainty_score":0.021442473},"labels":[],"label_agreement":null},{"id":"W2978309752","doi":"10.20898/j.iass.2019.201.025","title":"Patchwork Gridshells: Using Modularity to Facilitate Prefabrication and Simplify Construction","year":2019,"lang":"en","type":"article","venue":"Journal of the International Association for Shell and Spatial Structures","topic":"Innovations in Concrete and Construction Materials","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":"Université du Québec à Chicoutimi; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Prefabrication; Pavilion; Modularity (biology); Workflow; Computer science; Simple (philosophy); Range (aeronautics); Column (typography); Engineering drawing; Engineering; Structural engineering; Frame (networking); Civil engineering; Telecommunications; Aerospace engineering","score_opus":0.015050508577663628,"score_gpt":0.22105834123344623,"score_spread":0.2060078326557826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2978309752","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.310039,0.0006562932,0.6580855,0.00022393954,0.00014047966,0.00012957808,0.00013005547,0.002093737,0.028501352],"genre_scores_gemma":[0.71883374,0.0003926943,0.26930857,0.00006061065,0.000023110317,0.00005564545,0.00012163431,0.0003137566,0.010890131],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998337,0.000019099016,0.0000086956015,0.000030756226,0.000079061596,0.000028654043],"domain_scores_gemma":[0.9997179,0.00004524757,0.00005620072,0.00011031274,0.000037546914,0.000032766304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025890485,0.00038781666,0.00012633995,0.0005533459,0.0002726712,0.00048039382,0.0005380621,0.000280547,0.0028551028],"category_scores_gemma":[0.0004594835,0.0002661719,0.00021656015,0.0002520485,0.00068443874,0.0007554196,0.0009836887,0.0003684774,0.0007186551],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014333821,0.00009122329,0.0046653217,0.00030067578,0.000024591598,0.0006337196,0.000605032,0.026618756,0.6220059,0.0402319,0.0033252004,0.30135438],"study_design_scores_gemma":[0.00009488923,0.0014045957,0.021721352,0.00018225482,0.000077648234,0.00474281,0.0005661528,0.111611076,0.59862626,0.022280069,0.23856625,0.00012660847],"about_ca_topic_score_codex":0.00047752212,"about_ca_topic_score_gemma":0.0012569946,"teacher_disagreement_score":0.0028551028,"about_ca_system_score_codex":0.00020620236,"about_ca_system_score_gemma":0.00019658786,"threshold_uncertainty_score":0.009551227},"labels":[],"label_agreement":null},{"id":"W2978698363","doi":"10.22260/isarc2019/0070","title":"Adaptive Automation Strategies for Robotic Prefabrication of Parametrized Mass Timber Building Components","year":2019,"lang":"en","type":"article","venue":"Proceedings of the ... ISARC","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":12,"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":"Prefabrication; Automation; Modular design; Mass customization; Workflow; Engineering; Computer science; Systems engineering; Software engineering; Architectural engineering; Manufacturing engineering; Personalization; Civil engineering; World Wide Web; Mechanical engineering","score_opus":0.016939500314954718,"score_gpt":0.22880101387618199,"score_spread":0.21186151356122726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2978698363","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16980146,0.00045371798,0.8175376,0.00006296094,0.00003644483,0.0001353141,0.000027231306,0.00078852,0.011156769],"genre_scores_gemma":[0.85111713,0.00022903275,0.1447696,0.000025230378,0.000008077291,0.00007562306,0.000038409777,0.000072633105,0.0036642863],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970955,0.000037985887,0.000015913321,0.00006385143,0.00013328511,0.000039366212],"domain_scores_gemma":[0.99974126,0.00008800734,0.00005938915,0.00005766848,0.000040374936,0.000013315574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032413378,0.000521693,0.00023879611,0.00040548175,0.00027337507,0.00063097547,0.0006836692,0.00039423158,0.003067923],"category_scores_gemma":[0.0005090318,0.00028373481,0.00034715247,0.00024406053,0.0005537663,0.0006339593,0.00075072487,0.0004458147,0.00060458085],"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":[0.00013727653,0.00015807952,0.0012038322,0.0002911963,0.00003550748,0.00038002906,0.0006952024,0.13111117,0.6421793,0.014242505,0.0006648691,0.20890096],"study_design_scores_gemma":[0.000055876295,0.0009736095,0.005458099,0.000077779754,0.000057953734,0.0006749125,0.000438998,0.63297075,0.3123996,0.014708284,0.032097444,0.00008678349],"about_ca_topic_score_codex":0.00051839487,"about_ca_topic_score_gemma":0.00092783256,"teacher_disagreement_score":0.003067923,"about_ca_system_score_codex":0.000288205,"about_ca_system_score_gemma":0.00020068264,"threshold_uncertainty_score":0.010263205},"labels":[],"label_agreement":null},{"id":"W2986475376","doi":"10.1016/j.conbuildmat.2019.117454","title":"Air-void characteristics in highly flowable cement-based materials","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":26,"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":"Materials science; Cement; Composite material; Rheology; Void (composites); Aggregate (composite); Casting; Air bubble","score_opus":0.005099800906556809,"score_gpt":0.19424971314581674,"score_spread":0.18914991223925992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2986475376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946622,0.00038774125,0.0030868798,0.000013796423,0.0000058256946,0.000005013248,0.000056790836,0.00004693041,0.0017348654],"genre_scores_gemma":[0.9993894,0.000029708182,0.00014225143,0.000002041649,0.0000016862336,0.000001361912,0.000030982374,0.0000061103297,0.0003964935],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999076,0.000014007768,0.0000028975278,0.000014983835,0.00004388988,0.000016702068],"domain_scores_gemma":[0.9993241,0.00033683627,0.00016060773,0.000016453227,0.000115965835,0.000046106208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020271752,0.000120618126,0.000099938996,0.00051016506,0.00012566242,0.0002384128,0.00024115921,0.00020296566,0.0016480639],"category_scores_gemma":[0.00068477995,0.00010654575,0.000056327455,0.00024338852,0.00045535347,0.0004322473,0.00013079573,0.00014623789,0.00012171969],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006031153,0.00009049853,0.00558638,0.00015869769,0.000009158463,0.0002472824,0.0003778454,0.009505022,0.967844,0.006430598,0.0002371379,0.008910364],"study_design_scores_gemma":[0.000034008975,0.0007769239,0.06290225,0.000025946545,0.00002763202,0.0005687629,0.0004930081,0.10021991,0.8292846,0.0027041978,0.0029121842,0.000050536266],"about_ca_topic_score_codex":0.0005824413,"about_ca_topic_score_gemma":0.00082990824,"teacher_disagreement_score":0.0016480639,"about_ca_system_score_codex":0.00014487881,"about_ca_system_score_gemma":0.000111529866,"threshold_uncertainty_score":0.0055133104},"labels":[],"label_agreement":null},{"id":"W2992727741","doi":"","title":"Sound absorption improvement for cementitious materials","year":2010,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Innovations in Concrete and Construction Materials","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":"Cementitious; Materials science; Mortar; Perlite; Composite material; Absorption (acoustics); Cement; Noise control; Noise reduction coefficient; Porosity; Microfiber; Acoustics; Noise reduction","score_opus":0.0075377213803117,"score_gpt":0.20591644923637253,"score_spread":0.19837872785606084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2992727741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9585129,0.017880946,0.015703375,0.000098630946,0.00006813779,0.000044289845,0.000065431246,0.00019610635,0.007430135],"genre_scores_gemma":[0.98061645,0.0047177593,0.010299499,0.00004503233,0.000017843096,0.000016515422,0.00006417816,0.0000337704,0.004188965],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998336,0.000022355109,0.000008713116,0.000025636004,0.00008415701,0.000025590667],"domain_scores_gemma":[0.9998047,0.000055536642,0.000045624765,0.0000110146375,0.00006895339,0.000014147675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019982686,0.00049296295,0.00030002595,0.00072209554,0.0002183834,0.0002563496,0.0002240149,0.0002675494,0.0015603587],"category_scores_gemma":[0.00030163006,0.00021568027,0.0004262166,0.0003353364,0.00017345019,0.00034154797,0.00017865622,0.00048980786,0.00028982962],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003891232,0.000029006089,0.00012621451,0.00020965404,0.00000586593,0.000042321022,0.000028340864,0.00013918344,0.99121547,0.00009871428,0.000037538317,0.008028714],"study_design_scores_gemma":[0.000004538518,0.0003895802,0.0018488056,0.000018027094,0.00003572607,0.00014799347,0.000025561214,0.0005774945,0.9930888,0.000035511926,0.0038229295,0.0000050626672],"about_ca_topic_score_codex":0.00072879385,"about_ca_topic_score_gemma":0.0018298476,"teacher_disagreement_score":0.0015603587,"about_ca_system_score_codex":0.00021984855,"about_ca_system_score_gemma":0.000116609815,"threshold_uncertainty_score":0.0052199364},"labels":[],"label_agreement":null},{"id":"W2995352024","doi":"","title":"Non-adsorbing polymers enhancing the rheology of concrete for digital fabrication","year":2019,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Materials science; Suspension (topology); Rheology; Plasticizer; Polymer; Superplasticizer; Viscosity; Adsorption; Chemical engineering; Cement; Mixing (physics); Composite material; Chemistry; Organic chemistry","score_opus":0.008806449487002698,"score_gpt":0.21055230653819934,"score_spread":0.20174585705119663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2995352024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97341377,0.0029025988,0.014083744,0.00023481593,0.00016535835,0.000053779153,0.00013332497,0.00027618333,0.008736443],"genre_scores_gemma":[0.9833128,0.001264992,0.0057306746,0.00008835128,0.00004752468,0.000024484476,0.00007619567,0.000111833346,0.009343292],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998504,0.000018839179,0.00000670332,0.000031692056,0.00004790284,0.00004445821],"domain_scores_gemma":[0.9996636,0.00012838526,0.000069768386,0.00004715757,0.00004278075,0.000048326092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019998258,0.0004332175,0.00029967036,0.00027258333,0.00022308834,0.00050275325,0.0001765378,0.00041698373,0.008126645],"category_scores_gemma":[0.0004444225,0.00015366258,0.0003390142,0.00022558188,0.00029081,0.0008390956,0.0004459758,0.00073994836,0.0014844751],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007133482,0.0000445629,0.000087612716,0.00014710941,0.0000048967026,0.000036029025,0.000018184193,0.00041611158,0.9948874,0.0002496742,0.00008983147,0.0039473996],"study_design_scores_gemma":[0.000005997682,0.00015213838,0.00077157986,0.0000071433274,0.000009731132,0.00004223643,0.00001285349,0.0014990411,0.99526393,0.00006930483,0.0021583515,0.000007715106],"about_ca_topic_score_codex":0.00014881593,"about_ca_topic_score_gemma":0.00038497886,"teacher_disagreement_score":0.008126645,"about_ca_system_score_codex":0.0001729722,"about_ca_system_score_gemma":0.00015766567,"threshold_uncertainty_score":0.027186334},"labels":[],"label_agreement":null},{"id":"W2996109542","doi":"10.82308/4902","title":"Infiltration processing of metal matrix composites using coated ceramic particulates","year":2000,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Innovations in Concrete and Construction Materials","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; Consejo Nacional de Ciencia y Tecnología","keywords":"Composite material; Materials science; Infiltration (HVAC); Particulates; Ceramic; Ceramic matrix composite; Chemical vapor infiltration; Matrix (chemical analysis); Metal; Metallurgy; Chemistry","score_opus":0.015719115023062436,"score_gpt":0.236391297338116,"score_spread":0.22067218231505356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996109542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9294713,0.0015379415,0.06343943,0.000057560464,0.00011238217,0.0001277225,0.00014835961,0.00080097874,0.004304322],"genre_scores_gemma":[0.96296656,0.0005648366,0.033353485,0.000033388453,0.000019396371,0.00006153623,0.00017835703,0.00010243971,0.0027199923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998031,0.000011374585,0.000011262671,0.00004848842,0.00008807558,0.000037807615],"domain_scores_gemma":[0.99989045,0.000016696398,0.000031733427,0.000011728912,0.000034109085,0.000015267973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015557966,0.00038936065,0.00030623286,0.00033418078,0.00015163286,0.0002682183,0.00022904304,0.00029184853,0.0007318565],"category_scores_gemma":[0.00015865498,0.00023348954,0.0003874082,0.00021640143,0.00020366376,0.00023275828,0.0002615564,0.00048737513,0.00038506254],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000856025,0.000004707977,0.000042284082,0.000031953365,0.0000016647948,0.000030115958,0.000013424243,0.00004969437,0.99848527,0.0000451292,0.000011212226,0.0012760124],"study_design_scores_gemma":[0.000003093273,0.00010135322,0.00068944175,0.0000023740074,0.0000070936508,0.00011441958,0.000008373307,0.00053027476,0.99697244,0.000015113391,0.0015522038,0.0000037886311],"about_ca_topic_score_codex":0.0004927353,"about_ca_topic_score_gemma":0.0012110596,"teacher_disagreement_score":0.0007318565,"about_ca_system_score_codex":0.0002019424,"about_ca_system_score_gemma":0.00017941759,"threshold_uncertainty_score":0.0024483204},"labels":[],"label_agreement":null},{"id":"W2996127185","doi":"10.11159/icsect20.123","title":"Rheological Properties of Self-Compacting Concrete with 3-Dimensional Fibres","year":2020,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"European Regional Development Fund; Strong; Northumbria University","keywords":"Rheology; Materials science; Composite material; Self-consolidating concrete; Compressive strength","score_opus":0.008080557757011206,"score_gpt":0.16738094082436408,"score_spread":0.1593003830673529,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996127185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890864,0.00032714265,0.00051299715,0.000004364022,0.00000413015,0.0000041429867,0.000024589297,0.00000953261,0.00020435062],"genre_scores_gemma":[0.9986878,0.00019537547,0.00080203236,0.0000059593162,0.0000023443065,0.0000045552874,0.000051871797,0.0000046580103,0.0002453436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963033,0.00005810053,0.000040036808,0.00005618669,0.00017392426,0.000041394473],"domain_scores_gemma":[0.99944,0.00013933716,0.0001978402,0.000047193804,0.00011093565,0.000064642445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004130465,0.00036864096,0.00031520452,0.0003826472,0.00014473066,0.00028703766,0.00014904328,0.00029981407,0.00052276364],"category_scores_gemma":[0.000659034,0.00016526452,0.00037214404,0.00025660294,0.00027720517,0.0003893037,0.00026239437,0.0003412207,0.00013061789],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019318005,0.000035640067,0.0024194843,0.00007129968,0.000018621517,0.00006331989,0.000056575296,0.0013639011,0.992849,0.000022506933,0.000011232413,0.0028953434],"study_design_scores_gemma":[0.000012044202,0.0013715596,0.04661327,0.0000210242,0.000059740178,0.00020712598,0.00010448075,0.006571711,0.9440384,0.000031073945,0.0009407197,0.000028851126],"about_ca_topic_score_codex":0.0006623802,"about_ca_topic_score_gemma":0.0016454018,"teacher_disagreement_score":0.0006623802,"about_ca_system_score_codex":0.00018468012,"about_ca_system_score_gemma":0.00012995063,"threshold_uncertainty_score":0.002184391},"labels":[],"label_agreement":null},{"id":"W2997119985","doi":"10.1016/j.conbuildmat.2019.117892","title":"A new proportioning approach of low and normal binder self-consolidating concrete based on the characteristics of fine mortar and granular skeleton","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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 New Brunswick; Université de Sherbrooke","funders":"","keywords":"Materials science; Compressive strength; Mortar; Rheology; Composite material; Self-consolidating concrete; Aggregate (composite); Slump","score_opus":0.004689798221817024,"score_gpt":0.18441939309362293,"score_spread":0.1797295948718059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2997119985","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06122692,0.00064518733,0.9197099,0.000046707446,0.00011110673,0.00009708311,0.00007205335,0.0005897855,0.017501203],"genre_scores_gemma":[0.5518355,0.00095589104,0.42846572,0.00006878629,0.000075180695,0.00015248626,0.00020267317,0.0002733937,0.017970296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999503,0.00003940875,0.000032880675,0.00015393448,0.0002477502,0.00002307143],"domain_scores_gemma":[0.9998698,0.00001964906,0.000016447617,0.000030778934,0.000050966657,0.000012240749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028225087,0.00047287944,0.00056137197,0.0008787853,0.0004172983,0.00067161955,0.0009809489,0.00036161693,0.002632813],"category_scores_gemma":[0.00034408557,0.00033670038,0.0004904703,0.0007621798,0.0005109534,0.0009421773,0.00065275683,0.00054702885,0.0007517282],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018618756,0.00014687088,0.0015674947,0.0004936776,0.000044248187,0.00013099844,0.00027694218,0.033404052,0.63126236,0.08271771,0.0009488065,0.24882069],"study_design_scores_gemma":[0.00008495852,0.00091921136,0.0056801722,0.00008885789,0.00039653768,0.0016882361,0.00021411738,0.4425707,0.4350825,0.030618872,0.08243726,0.00021855193],"about_ca_topic_score_codex":0.0007897956,"about_ca_topic_score_gemma":0.0013116916,"teacher_disagreement_score":0.002632813,"about_ca_system_score_codex":0.00039580092,"about_ca_system_score_gemma":0.00047834514,"threshold_uncertainty_score":0.008807659},"labels":[],"label_agreement":null},{"id":"W3001215353","doi":"10.1016/b978-0-12-817369-5.00001-5","title":"Mix design procedure, tests, and standards","year":2020,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"","keywords":"Superplasticizer; Formwork; Cementitious; Fly ash; Aggregate (composite); Cement; Homogeneity (statistics); Materials science; Slag (welding); Engineering; Geotechnical engineering; Waste management; Composite material; Computer science","score_opus":0.01672042334249461,"score_gpt":0.22563633750713777,"score_spread":0.20891591416464317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3001215353","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0041503273,0.0026848658,0.67456216,0.00070773094,0.0009831167,0.00095354655,0.0010822512,0.002710322,0.31216565],"genre_scores_gemma":[0.0259762,0.002239012,0.4834307,0.00028107828,0.0001882266,0.0011935981,0.001207003,0.000992739,0.4844915],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9965653,0.0007432351,0.00023450471,0.0002590485,0.0021345187,0.00006349916],"domain_scores_gemma":[0.997954,0.0006782495,0.00007418865,0.0003734925,0.0008778531,0.000042161428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032433555,0.0010379776,0.0006244688,0.0021742987,0.0013134967,0.0025562977,0.0012920168,0.0012440485,0.051181063],"category_scores_gemma":[0.004912969,0.000970208,0.00038583454,0.0018772662,0.0014196573,0.001716792,0.0012013138,0.0017818197,0.024160905],"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":[0.00012028548,0.000189107,0.000622524,0.00053578656,0.000010892968,0.000083539235,0.00050753815,0.004605375,0.013641777,0.13142164,0.06077801,0.78748363],"study_design_scores_gemma":[0.000021101896,0.00023667411,0.0016678406,0.00030002583,0.000020735113,0.00033706473,0.0004044906,0.0087307,0.022137234,0.061677694,0.9044126,0.00005376741],"about_ca_topic_score_codex":0.0017693538,"about_ca_topic_score_gemma":0.004322075,"teacher_disagreement_score":0.051181063,"about_ca_system_score_codex":0.0009816113,"about_ca_system_score_gemma":0.0022847555,"threshold_uncertainty_score":0.17121774},"labels":[],"label_agreement":null},{"id":"W3004332177","doi":"10.1016/j.cemconcomp.2020.103547","title":"New methodology to evaluate the Reynolds dilatancy of self-consolidating concrete using 3D image analysis - Coupled effect of characteristics of fine mortar and granular skeleton","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dilatant; Materials science; Reynolds number; Mortar; Composite material; Shearing (physics); Tribometer; Geotechnical engineering; Tribology; Mechanics; Geology; Turbulence","score_opus":0.02333930461369663,"score_gpt":0.2747123622143136,"score_spread":0.25137305760061696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004332177","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16129434,0.00019771949,0.8334157,0.00003038898,0.000049137016,0.00012450322,0.00026609466,0.0012086922,0.003413437],"genre_scores_gemma":[0.6050947,0.00022800059,0.3912465,0.000026724858,0.000022539147,0.00016941868,0.00038628138,0.00018760542,0.0026383186],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969757,0.000027161519,0.000016847513,0.000058731806,0.0001805222,0.000019270194],"domain_scores_gemma":[0.99966335,0.00006229858,0.000051117528,0.000036435045,0.00016042647,0.00002640178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003781163,0.00059073715,0.0002896517,0.0018044147,0.00016246524,0.00057435984,0.00043627387,0.00043947974,0.0017519448],"category_scores_gemma":[0.00051442994,0.00034595732,0.00031332806,0.00065116055,0.00030251275,0.00053918094,0.0003767483,0.00039809692,0.00037900193],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012816582,0.00015231351,0.00677592,0.00020277784,0.000070810005,0.00008322669,0.00020661073,0.018880581,0.8324226,0.002366217,0.00045801466,0.13825272],"study_design_scores_gemma":[0.000026878735,0.0002012822,0.02503268,0.000022276286,0.00008724339,0.00028960046,0.00012095991,0.51208675,0.4574582,0.00051042164,0.0040560574,0.00010757331],"about_ca_topic_score_codex":0.0012879856,"about_ca_topic_score_gemma":0.0030007644,"teacher_disagreement_score":0.0018044147,"about_ca_system_score_codex":0.00034915472,"about_ca_system_score_gemma":0.0005253585,"threshold_uncertainty_score":0.005860865},"labels":[],"label_agreement":null},{"id":"W3005451847","doi":"10.5267/j.esm.2019.12.002","title":"A creative rapid assembly modular free form pavement for post-disaster temporary roads and sidewalks","year":2020,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovations in Concrete and Construction Materials","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":"Modular design; Transport engineering; Civil engineering; Structural engineering; Engineering; Forensic engineering; Construction engineering; Architectural engineering; Computer science","score_opus":0.012529780306284651,"score_gpt":0.20908542026012303,"score_spread":0.19655563995383837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3005451847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6621389,0.00074838876,0.32318315,0.00009836733,0.00016597343,0.0002173485,0.0003446762,0.0019437757,0.011159392],"genre_scores_gemma":[0.9367686,0.00018641772,0.05805079,0.000011438205,0.000006708084,0.000053558662,0.0001560403,0.000042870797,0.0047236155],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981767,0.000026870743,0.000008057049,0.000024983354,0.00008956316,0.000032873777],"domain_scores_gemma":[0.999859,0.000018689649,0.000024402481,0.000042646523,0.000034215358,0.000021070646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022355423,0.00032443338,0.00012971269,0.00054430426,0.0002023975,0.0003151958,0.00053337676,0.00036984694,0.0021017282],"category_scores_gemma":[0.00027865963,0.0001519129,0.00030455698,0.00018782626,0.00018987287,0.0002990504,0.00037275848,0.00024840483,0.0006257622],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037806385,0.00026146806,0.0068533095,0.0006158941,0.000036025926,0.0009978132,0.00028878957,0.08196115,0.6448031,0.0067168297,0.0023759364,0.25471166],"study_design_scores_gemma":[0.00012831442,0.0061159595,0.068799645,0.00018410206,0.00016623404,0.0044594705,0.00056447956,0.3212557,0.4622863,0.0031231397,0.13270359,0.00021324323],"about_ca_topic_score_codex":0.0005152016,"about_ca_topic_score_gemma":0.0014077311,"teacher_disagreement_score":0.0021017282,"about_ca_system_score_codex":0.00011305592,"about_ca_system_score_gemma":0.00028907871,"threshold_uncertainty_score":0.007030964},"labels":[],"label_agreement":null},{"id":"W3008450275","doi":"","title":"DACS Report 06: Requirements and recommendations for frost durable concrete. Test methods. Overview of national and international standards, codes, committees, representative projects.","year":2019,"lang":"en","type":"article","venue":"Duo Research Archive (University of Oslo)","topic":"Innovations in Concrete and Construction Materials","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":"Test (biology); Frost (temperature); Engineering; Forensic engineering; Business; Geography; Meteorology; Geology","score_opus":0.109684137990087,"score_gpt":0.39526477704497887,"score_spread":0.28558063905489184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008450275","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013916376,0.02640178,0.28509316,0.013296809,0.004469593,0.02429771,0.12323553,0.020385893,0.48890325],"genre_scores_gemma":[0.029143851,0.020326337,0.37902483,0.0052718623,0.0010215025,0.032420974,0.18880923,0.007923544,0.33605778],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9585032,0.008872875,0.0042945836,0.0009147055,0.026173422,0.0012412785],"domain_scores_gemma":[0.93989533,0.009627266,0.0039390055,0.0037460986,0.041144013,0.0016482732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.032748472,0.004023202,0.0018486399,0.010381699,0.0018930483,0.003762769,0.0060923886,0.0064794593,0.025060693],"category_scores_gemma":[0.03525933,0.0030052515,0.0016143065,0.0062829675,0.0020191148,0.0031573018,0.002444626,0.004450792,0.04884435],"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":[0.00030900908,0.0016065286,0.0027093233,0.0029808497,0.000042454423,0.00025173105,0.00043452354,0.009438753,0.020890275,0.011999038,0.719859,0.22947848],"study_design_scores_gemma":[0.000075626594,0.00041159388,0.0033440124,0.0015042145,0.000028339155,0.00031141678,0.00028766895,0.0015899843,0.011431267,0.003141713,0.9777705,0.00010374874],"about_ca_topic_score_codex":0.02051608,"about_ca_topic_score_gemma":0.017202497,"teacher_disagreement_score":0.032748472,"about_ca_system_score_codex":0.0037483166,"about_ca_system_score_gemma":0.01512525,"threshold_uncertainty_score":0.17319256},"labels":[],"label_agreement":null},{"id":"W3011435909","doi":"10.1088/1361-665x/ab7e35","title":"Design of polymeric auxetic matrices for improved mechanical coupling in lead-free piezocomposites","year":2020,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University","funders":"European Regional Development Fund; Ministerio de Economía y Competitividad; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Auxetics; Materials science; Coupling (piping); Composite material; Lead (geology)","score_opus":0.01613606754349205,"score_gpt":0.2234656817366137,"score_spread":0.20732961419312165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011435909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9494767,0.0007403672,0.044153403,0.00015862966,0.000085628075,0.0000750112,0.0001454291,0.00031079008,0.0048539625],"genre_scores_gemma":[0.9660709,0.00036422463,0.031109788,0.000044819473,0.000015105706,0.0000810629,0.000070068505,0.000046320052,0.0021977322],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998418,0.00003175801,0.00001460376,0.000030732754,0.000059949292,0.000021092521],"domain_scores_gemma":[0.9997012,0.000069656395,0.00011430986,0.000026527334,0.000048840164,0.000039474082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021544658,0.00043002778,0.00014227942,0.0003072775,0.00014744498,0.00033755775,0.00027586817,0.00031113095,0.00090267457],"category_scores_gemma":[0.00030842685,0.00022957806,0.00015551869,0.00019706077,0.00019005146,0.0003137953,0.00025847126,0.0004448487,0.0003556308],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015080006,0.000015977042,0.000035442226,0.00002515568,0.000002775912,0.00003819273,0.000014085337,0.00046374975,0.9978981,0.00026234702,0.00003210114,0.0011969814],"study_design_scores_gemma":[0.0000077845725,0.00012242034,0.00039193872,0.000004205838,0.0000049113073,0.000066591114,0.000011857022,0.0040135556,0.99353045,0.00009958942,0.0017392631,0.0000075260223],"about_ca_topic_score_codex":0.000116814364,"about_ca_topic_score_gemma":0.00044547798,"teacher_disagreement_score":0.00090267457,"about_ca_system_score_codex":0.00021080585,"about_ca_system_score_gemma":0.00012601064,"threshold_uncertainty_score":0.0030197501},"labels":[],"label_agreement":null},{"id":"W3011991853","doi":"10.1177/0361198120907583","title":"Testing Procedures on Materials to Formulate the Ink for 3D Printing","year":2020,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Innovations in Concrete and Construction Materials","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":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Slump; Mortar; Inkwell; Cement; 3D printing; Stack (abstract data type); Materials science; Concrete slump test; Screen printing; Yield (engineering); Composite material; Forensic engineering; Engineering; Structural engineering; Process engineering; Engineering drawing; Computer science","score_opus":0.12564249073009814,"score_gpt":0.3659170317090486,"score_spread":0.24027454097895046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011991853","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37372035,0.0017719952,0.6033694,0.00020646566,0.00024169504,0.0022164776,0.0018208486,0.0025211782,0.014131597],"genre_scores_gemma":[0.49071553,0.0017970039,0.49251628,0.0002882145,0.00005906171,0.0021382659,0.0018072961,0.0007111366,0.009967215],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983577,0.00018679972,0.000157946,0.00019176536,0.001038039,0.00006773829],"domain_scores_gemma":[0.9971565,0.0010216597,0.000466205,0.00059192325,0.0006983465,0.00006537796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013560137,0.001190093,0.00045654151,0.0012714154,0.00046572663,0.0005104528,0.00073285244,0.0006511962,0.004880892],"category_scores_gemma":[0.0030268575,0.00039168596,0.00051336625,0.00083356735,0.00061456533,0.0007328382,0.00058578636,0.0009255837,0.0026793797],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046633188,0.000063606356,0.00061796437,0.00017789032,0.000009384371,0.00012077988,0.000099989105,0.0008625985,0.9766198,0.00047204242,0.00020076311,0.020708477],"study_design_scores_gemma":[0.000005003702,0.00024153049,0.0020190822,0.000019139743,0.000012106945,0.00017318375,0.000036892612,0.001214494,0.99227977,0.00018832383,0.003795873,0.000014709883],"about_ca_topic_score_codex":0.00029195874,"about_ca_topic_score_gemma":0.00093221536,"teacher_disagreement_score":0.004880892,"about_ca_system_score_codex":0.0003401163,"about_ca_system_score_gemma":0.000436783,"threshold_uncertainty_score":0.016328275},"labels":[],"label_agreement":null},{"id":"W3012533326","doi":"10.1016/j.cemconres.2020.106037","title":"Extrusion-based additive manufacturing with cement-based materials – Production steps, processes, and their underlying physics: A review","year":2020,"lang":"en","type":"review","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":558,"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":"Queen's University; Queen's University Belfast; Agence Nationale de la Recherche; Futurum - Akademin för Hälsa och Vård, Region Jönköpings läns; Deutsche Forschungsgemeinschaft; Innovationsfonden","keywords":"Material flow; Extrusion; Process (computing); Field (mathematics); 3D printing; Mechanical engineering; Production (economics); Materials processing; Computer science; Characterization (materials science); Process engineering; Systems engineering; Manufacturing engineering; Biochemical engineering; Materials science; Engineering; Nanotechnology","score_opus":0.122465988470777,"score_gpt":0.3494778211277906,"score_spread":0.22701183265701358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012533326","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00030004655,0.99786735,0.00040059022,0.00006371117,0.0000994817,0.000009774115,0.000025350408,0.000010596232,0.0012230392],"genre_scores_gemma":[0.0010987812,0.99774545,0.00050514465,0.00005915477,0.00008178772,0.000009567823,0.000042422613,0.00000277041,0.00045492212],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99972206,0.000027394964,0.00004784241,0.00006919715,0.000109758286,0.00002371963],"domain_scores_gemma":[0.999474,0.00029639393,0.000085166466,0.000019947427,0.00010434156,0.000020123327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063461665,0.0011474601,0.0015471072,0.0034185816,0.00032714862,0.0011034817,0.00081355654,0.0009963907,0.0030961775],"category_scores_gemma":[0.0006926242,0.00065317185,0.0007178789,0.0033509252,0.0004176523,0.001707782,0.0006218757,0.0011312804,0.0021930865],"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":[0.000057243113,0.00015545845,0.00018695567,0.046201568,0.0001284974,0.00018804912,0.00008741336,0.0012164823,0.0054373927,0.0062404107,0.009014671,0.93108577],"study_design_scores_gemma":[0.000011321154,0.0002131735,0.0007421196,0.004347404,0.00020125527,0.0011490551,0.00006974777,0.00031679022,0.0029335492,0.0016404913,0.9883349,0.00004014999],"about_ca_topic_score_codex":0.0011106842,"about_ca_topic_score_gemma":0.0015871034,"teacher_disagreement_score":0.0034185816,"about_ca_system_score_codex":0.0003795208,"about_ca_system_score_gemma":0.0011558243,"threshold_uncertainty_score":0.010357678},"labels":[],"label_agreement":null},{"id":"W3020148424","doi":"","title":"Valorisation des sédiments de dragage dans des bétons autoplaçants : optimisation de la formulation et étude de la durabilité","year":2020,"lang":"fr","type":"dissertation","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Humanities; Art; Forestry; Geography","score_opus":0.011243433201187477,"score_gpt":0.24782521009186853,"score_spread":0.23658177689068105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3020148424","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96471936,0.0013521711,0.025446428,0.00020540772,0.000043142933,0.000101767815,0.00024229735,0.00013558145,0.0077538663],"genre_scores_gemma":[0.9676616,0.0011646773,0.021148494,0.00005079352,0.00000666414,0.00010870023,0.0001848639,0.00007119373,0.009603051],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998392,0.000016711487,0.0000061016167,0.00004411671,0.00006386952,0.00003002439],"domain_scores_gemma":[0.9998578,0.000057345085,0.000026162563,0.000008173829,0.00003350528,0.000017135377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048210792,0.00063871674,0.0005825426,0.0004483639,0.0004753042,0.0013660854,0.00045806175,0.0009677731,0.0024851782],"category_scores_gemma":[0.0004028472,0.00033973454,0.00053987314,0.00044040912,0.00039865234,0.0004446437,0.0004551714,0.00072020566,0.00038186644],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044805877,0.0002701806,0.0031418952,0.00082150026,0.000058885857,0.00032217387,0.0002208115,0.47128063,0.47630683,0.0015799527,0.00040545847,0.04514368],"study_design_scores_gemma":[0.00014881662,0.0023366224,0.0134224165,0.000112836016,0.0001388497,0.00014179367,0.00067384273,0.68237525,0.28329724,0.0012407791,0.016038349,0.00007327843],"about_ca_topic_score_codex":0.01913581,"about_ca_topic_score_gemma":0.053573925,"teacher_disagreement_score":0.01913581,"about_ca_system_score_codex":0.0014536345,"about_ca_system_score_gemma":0.0013722263,"threshold_uncertainty_score":0.038048863},"labels":[],"label_agreement":null},{"id":"W3021741743","doi":"10.1016/j.cemconcomp.2020.103653","title":"Effect of viscosity and shear regime on stability of the air-void system in self-consolidating concrete using Taguchi method","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":24,"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; Université de Sherbrooke","keywords":"Materials science; Rheology; Viscosity; Void (composites); Composite material; Shear rate; Shear (geology); Reduced viscosity","score_opus":0.013386826146769915,"score_gpt":0.2397932178270927,"score_spread":0.22640639168032278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021741743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938691,0.0008753699,0.0048294966,0.000022866616,0.000017556353,0.0000058626324,0.000016494396,0.00001878033,0.00034456167],"genre_scores_gemma":[0.9979674,0.00026334065,0.0014691639,0.0000072802404,0.0000056637177,0.0000035231878,0.000013257904,0.000006348207,0.00026390151],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997414,0.00007157458,0.00002862362,0.00004709149,0.00007107491,0.00004026946],"domain_scores_gemma":[0.9992256,0.00048789656,0.00012421314,0.00003290153,0.00007751119,0.00005181842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005477199,0.00023403716,0.00031912207,0.00027973423,0.00017448077,0.00038093838,0.00023055046,0.0002566969,0.00056111976],"category_scores_gemma":[0.00081409933,0.00027166566,0.0002997629,0.0002581639,0.00035994846,0.00040402074,0.00017631121,0.00045396335,0.000089836656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006053064,0.000045355246,0.0011938085,0.0000967478,0.000017531807,0.000046474273,0.00012520597,0.001390204,0.99105525,0.00013079769,0.00001894863,0.0052743126],"study_design_scores_gemma":[0.000009635952,0.00045403192,0.004372802,0.000005405527,0.000051110925,0.00003623519,0.000038804974,0.007840013,0.98690236,0.000027731447,0.00024606395,0.000015877667],"about_ca_topic_score_codex":0.00072399253,"about_ca_topic_score_gemma":0.0017277572,"teacher_disagreement_score":0.00072399253,"about_ca_system_score_codex":0.0002580994,"about_ca_system_score_gemma":0.00020484158,"threshold_uncertainty_score":0.0028966665},"labels":[],"label_agreement":null},{"id":"W3022474987","doi":"10.1533/9781845694685.231","title":"Foamed concrete","year":2008,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Innovations in Concrete and Construction Materials","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":"University of Alberta","funders":"","keywords":"Materials science; Composite material","score_opus":0.013373792954606325,"score_gpt":0.2053801013226861,"score_spread":0.19200630836807978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022474987","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0020642981,0.0055512646,0.0165146,0.00029078295,0.000406887,0.000033802917,0.00021764266,0.0004997179,0.97442096],"genre_scores_gemma":[0.010398766,0.0024616753,0.005049462,0.000077168,0.00005135876,0.000017618817,0.00022574182,0.00009275715,0.98162544],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99983776,0.000009480893,0.000005802456,0.000027685375,0.00010593757,0.000013293144],"domain_scores_gemma":[0.9999374,0.000010935794,0.000003177854,0.000015221556,0.00002752598,0.000005638043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010460161,0.00072539755,0.0003816858,0.0009255607,0.0005716033,0.0010832452,0.00055692164,0.00076936884,0.11189037],"category_scores_gemma":[0.0002669539,0.00034493933,0.00029377674,0.00088081474,0.00041104306,0.0011126216,0.00092715654,0.0007953543,0.038513336],"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":[0.000027885082,0.000050822644,0.00012960195,0.0002815391,0.0000054512757,0.00019285841,0.0002799745,0.00228898,0.009145722,0.13836111,0.104036346,0.7451996],"study_design_scores_gemma":[0.0000030581743,0.000019669627,0.0003110027,0.00012565922,0.0000031975326,0.0002453563,0.000046478704,0.0009174895,0.001871592,0.013271214,0.98317957,0.000005630811],"about_ca_topic_score_codex":0.0021118089,"about_ca_topic_score_gemma":0.005350745,"teacher_disagreement_score":0.11189037,"about_ca_system_score_codex":0.000470856,"about_ca_system_score_gemma":0.0004070763,"threshold_uncertainty_score":0.3743106},"labels":[],"label_agreement":null},{"id":"W3024032185","doi":"10.1016/j.enbuild.2020.110012","title":"Thermal-Structural Analysis and Thermal Bowing of Double Wythe UHPC Insulated Walls","year":2020,"lang":"en","type":"article","venue":"Energy and Buildings","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Mitacs","keywords":"Materials science; Cracking; Structural engineering; Precast concrete; Serviceability (structure); Bowing; Thermal; Cable gland; Composite material; Ultimate tensile strength; Composite number; Deflection (physics); Engineering; Mechanical engineering","score_opus":0.007649524663277325,"score_gpt":0.19634947891885374,"score_spread":0.18869995425557642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3024032185","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98898906,0.000036844787,0.006072182,0.00001259874,0.0000097074235,0.000006729428,0.000055181335,0.000046781035,0.0047709947],"genre_scores_gemma":[0.99772245,0.000017754588,0.0007657915,0.0000021118394,0.0000011176057,0.0000033584417,0.00003602431,0.000009715434,0.0014417868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991226,0.000009766014,0.0000022922268,0.000016313063,0.000033304426,0.000026076255],"domain_scores_gemma":[0.9999107,0.000027191467,0.0000118070375,0.000014940332,0.000026573083,0.000008783371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013023644,0.0002735495,0.0003048899,0.00029566183,0.0003754663,0.00054236717,0.0003580973,0.00042083027,0.0029066454],"category_scores_gemma":[0.00025770182,0.00026440065,0.00032484316,0.00035957908,0.0005065,0.00038621435,0.00026635797,0.0003310674,0.00027394047],"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":[0.00062388857,0.00014561166,0.011334555,0.0000906292,0.000036492173,0.00058435946,0.0002096274,0.69087064,0.27110255,0.004158426,0.0004334661,0.020409757],"study_design_scores_gemma":[0.000020958076,0.00032517032,0.04555382,0.000017020053,0.00003570887,0.00011709693,0.00046009725,0.8841151,0.06760602,0.00052976445,0.001191207,0.000028018458],"about_ca_topic_score_codex":0.0021811093,"about_ca_topic_score_gemma":0.0028657631,"teacher_disagreement_score":0.0029066454,"about_ca_system_score_codex":0.00031152568,"about_ca_system_score_gemma":0.00029611742,"threshold_uncertainty_score":0.009723723},"labels":[],"label_agreement":null},{"id":"W3025073012","doi":"10.3390/su12104062","title":"A Modular Approach for Steel Reinforcing of 3D Printed Concrete—Preliminary Study","year":2020,"lang":"en","type":"article","venue":"Sustainability","topic":"Innovations in Concrete and Construction Materials","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":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Flexural strength; 3d printed; Structural engineering; Materials science; Modular design; Compressive strength; 3D printing; Grout; Composite material; Epoxy; Beam (structure); Computer science; Engineering","score_opus":0.0158110096989433,"score_gpt":0.24446385754598984,"score_spread":0.22865284784704654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3025073012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94082505,0.00055621756,0.05230712,0.000037652684,0.00004927316,0.000104759994,0.00014429523,0.0003026308,0.0056730076],"genre_scores_gemma":[0.94465053,0.00037681905,0.052052036,0.00001518982,0.000011930018,0.00003378736,0.00009630174,0.000032406275,0.0027310457],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966323,0.000030632847,0.000016248765,0.000059622966,0.00019744046,0.000032788364],"domain_scores_gemma":[0.99956614,0.00007129616,0.00008088512,0.000118085925,0.00010666038,0.000056901106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002797041,0.00033477385,0.00018932203,0.0005111444,0.00016059283,0.00023186498,0.00038151117,0.00042923793,0.0014788806],"category_scores_gemma":[0.00050598034,0.00018977729,0.00047585566,0.00024682446,0.00031376656,0.0002631199,0.0003053012,0.00029539893,0.00042031307],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003397907,0.00009163489,0.0008040353,0.00014862651,0.000014593562,0.00036344683,0.00012969396,0.012969953,0.9686572,0.00063355494,0.00009943222,0.016054],"study_design_scores_gemma":[0.000013984374,0.0019222971,0.009515548,0.00003155587,0.000040806313,0.001025582,0.00010196448,0.021624101,0.9576796,0.00023441487,0.0077697015,0.00004046158],"about_ca_topic_score_codex":0.0004123757,"about_ca_topic_score_gemma":0.0009707905,"teacher_disagreement_score":0.0014788806,"about_ca_system_score_codex":0.00020584445,"about_ca_system_score_gemma":0.00019660135,"threshold_uncertainty_score":0.0049473643},"labels":[],"label_agreement":null},{"id":"W302712114","doi":"10.14359/51663972","title":"Inclined Plane Test to Evaluate Structural Buildup at Rest of Self-Consolidating Concrete","year":2010,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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":"Rest (music); Self-consolidating concrete; Inclined plane; Test (biology); Plane (geometry); Geotechnical engineering; Structural engineering; Materials science; Geology; Engineering; Composite material; Geometry; Mathematics; Physics; Mechanical engineering; Acoustics; Compressive strength","score_opus":0.008980639850199583,"score_gpt":0.25404516633741264,"score_spread":0.24506452648721305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W302712114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9610463,0.00063767907,0.014379004,0.000061269784,0.00015482855,0.00022276562,0.00230102,0.00044803557,0.020749144],"genre_scores_gemma":[0.98128283,0.00018293338,0.004608193,0.0000249652,0.000011309545,0.00005519636,0.0013424964,0.0000812786,0.012410788],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99801147,0.00007139557,0.00014759063,0.00015245612,0.0014857021,0.00013124818],"domain_scores_gemma":[0.9969903,0.0006220216,0.00046414317,0.00026101083,0.0013444376,0.00031804253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078826514,0.0010509102,0.00037948438,0.0025833014,0.0005543113,0.00061653485,0.0007617482,0.0008122517,0.012927833],"category_scores_gemma":[0.0020323202,0.0005434287,0.0007717873,0.0010655202,0.000588503,0.0008304038,0.00088485377,0.0011260858,0.001986977],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029216912,0.0013494362,0.18046384,0.0007641016,0.00024428224,0.0026859762,0.0033821643,0.040660184,0.5768722,0.0025338465,0.004658444,0.18346384],"study_design_scores_gemma":[0.00008581594,0.0049990644,0.45632166,0.0002536082,0.0003812438,0.001872855,0.004370069,0.048108805,0.4616867,0.0016411281,0.020061329,0.00021774117],"about_ca_topic_score_codex":0.002837817,"about_ca_topic_score_gemma":0.007946503,"teacher_disagreement_score":0.012927833,"about_ca_system_score_codex":0.0002697861,"about_ca_system_score_gemma":0.00040332772,"threshold_uncertainty_score":0.04324788},"labels":[],"label_agreement":null},{"id":"W3035339799","doi":"10.3390/ma13122678","title":"Characteristics of Lightweight Cellular Concrete and Effects on Mechanical Properties","year":2020,"lang":"en","type":"article","venue":"Materials","topic":"Innovations in Concrete and Construction Materials","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":"Chongqing Jiaotong University; University of Waterloo; Chongqing Postdoctoral Science Foundation","keywords":"Materials science; Composite material; Structural engineering; Engineering","score_opus":0.0119058517720305,"score_gpt":0.17902288377025094,"score_spread":0.16711703199822045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035339799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99820423,0.00020181898,0.00095172884,0.000008791357,0.0000021678711,0.000009179023,0.000058321475,0.000016022463,0.0005477934],"genre_scores_gemma":[0.9994228,0.000069540496,0.00024654364,0.0000032761645,0.000001095716,0.0000032627884,0.000037297606,0.000004171602,0.00021202739],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995746,0.000049905535,0.000026980877,0.00006203469,0.00023857012,0.000048006506],"domain_scores_gemma":[0.99897075,0.0002619247,0.0003459111,0.00006882739,0.00025089364,0.000101655394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025788049,0.00029320587,0.00026268425,0.0006971366,0.00019582886,0.00030608723,0.00014465257,0.0003023487,0.0010217655],"category_scores_gemma":[0.0010675113,0.00018524287,0.00017598823,0.00037681384,0.0003874538,0.00031809416,0.0002904606,0.00022185784,0.00016864714],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023304988,0.00006258166,0.03931336,0.00015591251,0.000024781251,0.00037689094,0.00015035701,0.005065249,0.9449407,0.00017415489,0.000042524433,0.009460474],"study_design_scores_gemma":[0.000010627773,0.0009564764,0.38976544,0.000029646635,0.00009145611,0.0014507975,0.00064230495,0.009493159,0.59512436,0.00024044448,0.0021401367,0.000055191267],"about_ca_topic_score_codex":0.0014824303,"about_ca_topic_score_gemma":0.0033047586,"teacher_disagreement_score":0.0014824303,"about_ca_system_score_codex":0.00026190476,"about_ca_system_score_gemma":0.00024832264,"threshold_uncertainty_score":0.0034181476},"labels":[],"label_agreement":null},{"id":"W3041277873","doi":"10.1007/978-3-030-49916-7_38","title":"Dynamic and Static Yield Stress Determination of Cementitious Paste with Admixtures","year":2020,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovations in Concrete and Construction Materials","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":"École de Technologie Supérieure","funders":"","keywords":"Cementitious; Materials science; Rheology; Yield (engineering); Rheometer; Composite material; Stress (linguistics); Work (physics); Forensic engineering; Mechanical engineering; Cement; Engineering","score_opus":0.007946853911942768,"score_gpt":0.1872246773405133,"score_spread":0.17927782342857052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041277873","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8324373,0.008748919,0.06562223,0.0001683591,0.0002476827,0.000109517634,0.0018102761,0.0006242579,0.09023157],"genre_scores_gemma":[0.8894343,0.0030727675,0.018590586,0.000053442975,0.00006771229,0.00005772483,0.0011239892,0.00021875769,0.0873807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955624,0.000023244595,0.000014065871,0.00009602869,0.00028221443,0.000028219973],"domain_scores_gemma":[0.99977666,0.00008232333,0.000016625812,0.000034130906,0.00007524732,0.000015098713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002815862,0.00046477775,0.0004433949,0.0007685148,0.00039463956,0.00036830336,0.0010944449,0.00036410068,0.0057105245],"category_scores_gemma":[0.0005606381,0.0003899,0.0002733787,0.00096062245,0.00048717236,0.0006753162,0.00036259147,0.00058600336,0.0012945486],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002124918,0.00007251772,0.0009121905,0.00012083344,0.000009693137,0.0002126564,0.00014278002,0.0016293407,0.9419714,0.0014829764,0.0006529494,0.05258013],"study_design_scores_gemma":[0.000009057583,0.0003832926,0.014749228,0.000011899974,0.000025885096,0.00046177243,0.0001212712,0.006838203,0.9666981,0.0012328156,0.009442873,0.000025515787],"about_ca_topic_score_codex":0.0011329612,"about_ca_topic_score_gemma":0.0029527675,"teacher_disagreement_score":0.0057105245,"about_ca_system_score_codex":0.00035778747,"about_ca_system_score_gemma":0.00021314164,"threshold_uncertainty_score":0.019103587},"labels":[],"label_agreement":null},{"id":"W3041379410","doi":"10.1007/978-3-030-49916-7_86","title":"Rapid Composite Formwork: An Automated and Customizable Process for Freeform Concrete Through Computational Design and Robotic Fabrication","year":2020,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovations in Concrete and Construction Materials","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 Calgary","funders":"","keywords":"Formwork; Fabrication; Process (computing); Computer science; Composite number; Engineering; Construction engineering; Engineering drawing; Mechanical engineering; Materials science; Structural engineering; Composite material; Operating system; Medicine","score_opus":0.0341809292971383,"score_gpt":0.25679568730835134,"score_spread":0.22261475801121305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041379410","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00902732,0.00041991065,0.9175862,0.000096677766,0.00023090736,0.00019323488,0.00039163066,0.008953537,0.06310062],"genre_scores_gemma":[0.04992665,0.00060441246,0.8215327,0.00009771509,0.000040861793,0.0002325848,0.0007773817,0.003644375,0.123143256],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993932,0.00002050941,0.000013679579,0.00007312322,0.00046348906,0.000035960657],"domain_scores_gemma":[0.9997528,0.00007834594,0.000016957252,0.00007689583,0.000058239802,0.000016727614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038586953,0.0009395342,0.000578544,0.00082032435,0.00053160463,0.001498742,0.0016120616,0.0009268254,0.031498335],"category_scores_gemma":[0.0005289824,0.00095373567,0.0007714296,0.00060340017,0.0006622946,0.0011200764,0.001509923,0.0012110503,0.011252681],"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":[0.000085498636,0.00016307193,0.000310162,0.0006092943,0.000034072018,0.00029605516,0.00047451886,0.044658918,0.28762332,0.06204826,0.049118984,0.5545779],"study_design_scores_gemma":[0.00003951553,0.00020643849,0.0010290743,0.00010405505,0.00003022237,0.0013244625,0.000119531454,0.15715493,0.2642719,0.018966015,0.5566353,0.0001186318],"about_ca_topic_score_codex":0.0009281505,"about_ca_topic_score_gemma":0.0039172433,"teacher_disagreement_score":0.031498335,"about_ca_system_score_codex":0.0004945776,"about_ca_system_score_gemma":0.0010618131,"threshold_uncertainty_score":0.10537243},"labels":[],"label_agreement":null},{"id":"W3041811339","doi":"10.1007/978-3-030-49916-7_37","title":"Prediction of the Yield Stress of Printing Mortar Ink","year":2020,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovations in Concrete and Construction Materials","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":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Inkwell; Mortar; Yield (engineering); Materials science; Composite material; Stress (linguistics); Philosophy; Linguistics","score_opus":0.02651495111073875,"score_gpt":0.17994574892890827,"score_spread":0.1534307978181695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041811339","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71560323,0.00069793273,0.25270745,0.00017124877,0.0001724369,0.000060420887,0.00042002735,0.0031941533,0.026973126],"genre_scores_gemma":[0.98259974,0.00018164766,0.009233165,0.000009606484,0.000020984935,0.000014375756,0.0001337479,0.00008623398,0.007720479],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998512,0.000020261896,0.0000036491886,0.00004072387,0.000067576635,0.000016485534],"domain_scores_gemma":[0.9993488,0.00050452445,0.000033166263,0.000043192656,0.000054763754,0.000015532742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019233034,0.00054814236,0.00035694207,0.00038917156,0.00018198481,0.00044458633,0.0004972267,0.0005368042,0.003094191],"category_scores_gemma":[0.00083484926,0.00034368035,0.00040817424,0.0003294632,0.00029710264,0.00039319738,0.000256224,0.0004506119,0.0009549664],"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":[0.00027566496,0.0001934875,0.005784816,0.00009800711,0.000030463132,0.00019478572,0.000058399164,0.784422,0.090008356,0.0032746943,0.0018559411,0.11380336],"study_design_scores_gemma":[0.0000038702465,0.000066043605,0.002528904,0.0000028752731,0.0000049584037,0.000022547743,0.000008241515,0.9735598,0.023082685,0.00051606755,0.00019591268,0.0000080363025],"about_ca_topic_score_codex":0.0024524853,"about_ca_topic_score_gemma":0.002817177,"teacher_disagreement_score":0.003094191,"about_ca_system_score_codex":0.00038027274,"about_ca_system_score_gemma":0.000230974,"threshold_uncertainty_score":0.010351121},"labels":[],"label_agreement":null},{"id":"W3046381943","doi":"10.1016/j.engstruct.2020.111168","title":"A novel floor-isolated re-centering system for prefabricated modular mass timber construction – Concept development and preliminary evaluation","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"","keywords":"Modular design; Structural engineering; Modular construction; Engineering; Prefabrication; Seismic loading; Finite element method; Structural system; Civil engineering; Computer science","score_opus":0.017848887313689804,"score_gpt":0.21587439245736842,"score_spread":0.19802550514367862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046381943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.505448,0.00041954147,0.47962278,0.00012668046,0.00023571822,0.00041455083,0.00029692135,0.0042460714,0.009189839],"genre_scores_gemma":[0.83218443,0.00014199618,0.15902261,0.00004945334,0.000032821292,0.00013578087,0.00024515722,0.000115181225,0.008072544],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968815,0.000020194491,0.000009290161,0.000070769274,0.00016121479,0.00005042471],"domain_scores_gemma":[0.9997272,0.00002497404,0.000033917728,0.00007046997,0.00009633177,0.000047069538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032295243,0.0005399359,0.0005045246,0.00042045215,0.0004222552,0.00036319497,0.0014911536,0.00050451554,0.0055393893],"category_scores_gemma":[0.00022046,0.00026345902,0.00038936883,0.00026226483,0.00034819922,0.00061385904,0.0005816832,0.00040499232,0.0012023877],"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":[0.0004980784,0.0004408909,0.0024516347,0.0004306848,0.00004493256,0.00041445522,0.00033122048,0.011506082,0.8279037,0.0031829127,0.0027381515,0.15005727],"study_design_scores_gemma":[0.00031199076,0.0074911276,0.03531686,0.00008506177,0.00025235632,0.0025150904,0.0003376205,0.18786938,0.71179634,0.0012001565,0.052563094,0.0002609616],"about_ca_topic_score_codex":0.0008225443,"about_ca_topic_score_gemma":0.0013579283,"teacher_disagreement_score":0.0055393893,"about_ca_system_score_codex":0.00032032118,"about_ca_system_score_gemma":0.0006982587,"threshold_uncertainty_score":0.018531084},"labels":[],"label_agreement":null},{"id":"W3083310245","doi":"","title":"Performance of Pultruded Composites in Cold Climate Region","year":2020,"lang":"en","type":"article","venue":"The 30th International Ocean and Polar Engineering Conference","topic":"Innovations in Concrete and Construction Materials","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":"Pultrusion; Composite material; Thermoplastic composites; Materials science; Composite number","score_opus":0.013784045285934323,"score_gpt":0.19204907521350853,"score_spread":0.1782650299275742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3083310245","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99855953,0.00011779759,0.00034462928,0.000008011931,0.000015907724,0.0000028976474,0.00017535829,0.00003163686,0.0007442591],"genre_scores_gemma":[0.9975504,0.000071318354,0.00035750947,0.000009732434,0.0000026064663,0.000003818669,0.00028944213,0.000021204865,0.001693945],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969554,0.000017072265,0.000016768327,0.000077377954,0.00012474605,0.00006843438],"domain_scores_gemma":[0.9995826,0.000112692804,0.000051815183,0.000049965514,0.00015450403,0.000048394853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028648865,0.00038297768,0.00036142513,0.0003324629,0.00051791134,0.00029982405,0.00036742087,0.0006091096,0.0031821388],"category_scores_gemma":[0.00036738074,0.00023795587,0.0004677793,0.0002821056,0.00032647623,0.00023498677,0.00028454533,0.0003278783,0.0005569681],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007035173,0.00005890309,0.0031695708,0.00007186991,0.000021345271,0.00014109016,0.00015156744,0.008447491,0.9834449,0.000048277638,0.00013540471,0.0036060587],"study_design_scores_gemma":[0.000010803861,0.0006478235,0.032679,0.000014180472,0.0000464412,0.0000836894,0.00021274878,0.004983543,0.9604021,0.000028463759,0.00087007985,0.0000211465],"about_ca_topic_score_codex":0.003745104,"about_ca_topic_score_gemma":0.007806997,"teacher_disagreement_score":0.003745104,"about_ca_system_score_codex":0.00031699066,"about_ca_system_score_gemma":0.00022171997,"threshold_uncertainty_score":0.01064533},"labels":[],"label_agreement":null},{"id":"W3093073508","doi":"10.3390/su12208472","title":"Novel Integration of Geopolymer Pavers, Silva Cells and Poplar Trees for In-Situ Treatment of Car-Wash Wastewater","year":2020,"lang":"en","type":"article","venue":"Sustainability","topic":"Innovations in Concrete and Construction Materials","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":"McGill University; University of Victoria","funders":"","keywords":"Stormwater; Environmental science; Wastewater; Phytoremediation; Sewage treatment; Turbidity; Surface runoff; Water quality; Environmental engineering; Waste management; Engineering; Ecology; Soil water","score_opus":0.012921996792638706,"score_gpt":0.23154777082041283,"score_spread":0.21862577402777414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093073508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98204535,0.00084817066,0.014954287,0.00005026762,0.000031155603,0.000047919337,0.00010923394,0.00012669763,0.001786942],"genre_scores_gemma":[0.9843923,0.0005366473,0.012714392,0.000022854898,0.000005824062,0.000028075085,0.00008462763,0.000013272271,0.0022021052],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999114,0.000009297377,0.000004983062,0.00002091551,0.000037023052,0.000016320408],"domain_scores_gemma":[0.9999517,0.0000066821062,0.000015281028,0.000003943913,0.000013032246,0.000009372686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076689365,0.00031253358,0.00014192237,0.0002345541,0.00009967107,0.00030690362,0.00018887433,0.0002223979,0.00047284027],"category_scores_gemma":[0.00008688364,0.00010691795,0.00019455752,0.00014476407,0.00009525546,0.00019307449,0.00017301939,0.00025893844,0.00018710269],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001980835,0.000034909262,0.0002622893,0.000060215374,0.000004120338,0.000038747898,0.00001317838,0.00023328784,0.9946432,0.00008722601,0.000023757286,0.004579206],"study_design_scores_gemma":[0.0000031721424,0.00019461503,0.0012828012,0.0000032513215,0.000012717705,0.00007169811,0.00002379354,0.0010580678,0.99475044,0.000015783802,0.0025798008,0.000003889638],"about_ca_topic_score_codex":0.0003521051,"about_ca_topic_score_gemma":0.0015865171,"teacher_disagreement_score":0.00047284027,"about_ca_system_score_codex":0.0001353942,"about_ca_system_score_gemma":0.00018781875,"threshold_uncertainty_score":0.0015818477},"labels":[],"label_agreement":null},{"id":"W3094839341","doi":"10.1016/j.conbuildmat.2020.121425","title":"Diphasic investigation of the visco-elastoplastic characteristics of highly flowable fine mortars","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":19,"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; Université de Sherbrooke","keywords":"Materials science; Rheology; Composite material; Mortar; Cement; Lubrication; Slump; Dispersion (optics)","score_opus":0.009986404685314131,"score_gpt":0.1872247745770582,"score_spread":0.17723836989174405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094839341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936399,0.00021261076,0.0028907743,0.000013785976,0.000009088879,0.000008885713,0.000052270923,0.000023836414,0.0031487932],"genre_scores_gemma":[0.9976767,0.00009128289,0.00052055024,0.0000075592898,0.0000036241966,0.0000022624404,0.000042485644,0.000004900055,0.0016507593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999162,0.000010876611,0.0000032587131,0.000013764123,0.000041536234,0.0000144622245],"domain_scores_gemma":[0.9996277,0.00017223787,0.00006710759,0.000027354552,0.00007932025,0.000026217129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013637311,0.0001125713,0.000090665,0.00047068959,0.00012860623,0.00017146785,0.00017456264,0.00020226228,0.0032229836],"category_scores_gemma":[0.00055057957,0.0000870456,0.00007370652,0.00027646875,0.0003474985,0.00034412247,0.00013328485,0.0003249683,0.000190561],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018921,0.00003323785,0.0012655082,0.000036621204,0.0000031551526,0.00012287953,0.000071171904,0.0007280535,0.99166155,0.0005905405,0.00005183627,0.005246049],"study_design_scores_gemma":[0.000021777874,0.0010005243,0.054831672,0.000017620861,0.000016452039,0.00046512505,0.00023599034,0.01961674,0.9203539,0.0004704176,0.002945966,0.000023888088],"about_ca_topic_score_codex":0.0005423958,"about_ca_topic_score_gemma":0.00062990474,"teacher_disagreement_score":0.0032229836,"about_ca_system_score_codex":0.0001230949,"about_ca_system_score_gemma":0.000091508395,"threshold_uncertainty_score":0.010781944},"labels":[],"label_agreement":null},{"id":"W3097392942","doi":"10.1299/jsmermd.2019.2p1-e02","title":"ImPACT Tough Robotics Challenge Construction Robot","year":2019,"lang":"en","type":"article","venue":"The Proceedings of JSME annual Conference on Robotics and Mechatronics (Robomec)","topic":"Innovations in Concrete and Construction Materials","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":"Impact","funders":"","keywords":"Operability; Robotics; Robot; Swing; Rescue robot; Artificial intelligence; Computer science; Dual (grammatical number); Mechanism (biology); Engineering; Simulation; Systems engineering; Human–computer interaction; Construction engineering; Mobile robot; Software engineering; Mechanical engineering","score_opus":0.014480055954418192,"score_gpt":0.23692552122508675,"score_spread":0.22244546527066855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097392942","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17598243,0.0033603683,0.42144665,0.018287586,0.0033225631,0.0010963362,0.0006329514,0.0046950527,0.37117618],"genre_scores_gemma":[0.56604195,0.0026849948,0.26546156,0.0036349914,0.00058870966,0.0012075598,0.0015842874,0.00040392065,0.15839203],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987263,0.000107822365,0.000022212767,0.000113561866,0.0008743729,0.00015570014],"domain_scores_gemma":[0.99938405,0.00006500529,0.0000423454,0.000068638714,0.0002532395,0.00018669381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001043051,0.0006103639,0.0003679049,0.00054983416,0.0014840192,0.00091740827,0.0010101127,0.0014786236,0.0069488906],"category_scores_gemma":[0.0007314908,0.00027062852,0.0003791127,0.00031480813,0.0012573861,0.0011918406,0.0032486415,0.002199411,0.002860814],"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":[0.00066221686,0.00045562748,0.004761019,0.0008352976,0.00005001653,0.0012617682,0.001481262,0.024951356,0.18336174,0.19110785,0.17460342,0.41646838],"study_design_scores_gemma":[0.00022114806,0.001951942,0.006548992,0.00022697287,0.000050569106,0.0019095932,0.0011343958,0.06436326,0.052864447,0.030593613,0.8399512,0.00018386205],"about_ca_topic_score_codex":0.0025618528,"about_ca_topic_score_gemma":0.0036930954,"teacher_disagreement_score":0.0069488906,"about_ca_system_score_codex":0.0011249342,"about_ca_system_score_gemma":0.0024513344,"threshold_uncertainty_score":0.023246348},"labels":[],"label_agreement":null},{"id":"W3104970239","doi":"10.1007/s41693-020-00043-8","title":"Crafting plaster through continuous mobile robotic fabrication on-site","year":2020,"lang":"en","type":"article","venue":"Construction Robotics","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":34,"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":"Canadian Institute for Advanced Research; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; National Science Foundation","keywords":"Bespoke; Modular design; Process (computing); Computer science; Construction engineering; Manufacturing engineering; Systems engineering; Human–computer interaction; Engineering; Architectural engineering; Business","score_opus":0.01746732622230332,"score_gpt":0.2216193889533204,"score_spread":0.20415206273101708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3104970239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6372972,0.00015983616,0.35350126,0.00007187772,0.00006403072,0.00030269992,0.00008725484,0.0015422413,0.006973495],"genre_scores_gemma":[0.78502804,0.00008688207,0.21096416,0.000022405406,0.0000069638513,0.00007943709,0.00005428454,0.0000551657,0.0037026824],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997075,0.000028752658,0.000013673472,0.00006753143,0.00015110859,0.000031292588],"domain_scores_gemma":[0.9996025,0.00008652627,0.00007171487,0.00017138624,0.0000452423,0.000022587166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030128,0.00039099687,0.0002746256,0.00033137877,0.0002661044,0.00044964193,0.00064863625,0.0003782342,0.0026333241],"category_scores_gemma":[0.0004417603,0.00020963549,0.00039126462,0.00016988617,0.0005977699,0.0003768494,0.0006534309,0.0003423566,0.00057482533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013123758,0.00015425726,0.0015686154,0.00020024952,0.00002280626,0.00023353494,0.00023018902,0.025443157,0.86611164,0.0016719128,0.00045201182,0.10378044],"study_design_scores_gemma":[0.000058102432,0.0021140722,0.008987022,0.000048625723,0.00005101899,0.0009797458,0.00027564325,0.15366258,0.8118565,0.0011431634,0.020732151,0.00009140664],"about_ca_topic_score_codex":0.000637085,"about_ca_topic_score_gemma":0.0013348713,"teacher_disagreement_score":0.0026333241,"about_ca_system_score_codex":0.00019001341,"about_ca_system_score_gemma":0.000384415,"threshold_uncertainty_score":0.008809388},"labels":[],"label_agreement":null},{"id":"W3110410674","doi":"10.1063/5.0034019","title":"Numerical modeling of compression behavior of foam concrete using representative volume element","year":2020,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Innovations in Concrete and Construction Materials","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 Universities and Colleges of Canada","funders":"","keywords":"Foam concrete; Compression (physics); Volume (thermodynamics); Metal foam; Finite element method; Materials science; Computer science; Structural engineering; Composite material; Engineering; Porosity; Thermodynamics","score_opus":0.05754095399802405,"score_gpt":0.28707632047109305,"score_spread":0.229535366473069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110410674","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20618448,0.0005104172,0.77417487,0.00021999943,0.00005771549,0.00014737702,0.00027230842,0.0010281184,0.017404672],"genre_scores_gemma":[0.87762636,0.00036810373,0.11479529,0.000039330356,0.000016920487,0.0002224437,0.00026758978,0.000086901695,0.0065769763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998363,0.00004129543,0.000010468109,0.000022102797,0.000069709204,0.000020042697],"domain_scores_gemma":[0.9997658,0.00010472459,0.0000392591,0.000025449095,0.00005280598,0.000011978386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027848993,0.00034841473,0.00048442266,0.00048330054,0.0003360821,0.00046157397,0.0007576448,0.0011411622,0.0012631399],"category_scores_gemma":[0.0006328,0.00031578715,0.00048064117,0.00035432808,0.0003732106,0.00044144076,0.0003276249,0.00036918765,0.0003038609],"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":[0.000015036617,0.000024623096,0.00041524204,0.000027816339,0.000007212144,0.000055475248,0.000036354573,0.98693526,0.0068090204,0.0017455787,0.0000870049,0.0038414013],"study_design_scores_gemma":[0.0000013116319,0.0000067321084,0.000067528614,0.0000018271649,8.7182576e-7,0.0000087815815,0.0000027362996,0.99908364,0.00054378,0.00011754333,0.00016331636,0.0000019691242],"about_ca_topic_score_codex":0.0057896837,"about_ca_topic_score_gemma":0.0033061898,"teacher_disagreement_score":0.0057896837,"about_ca_system_score_codex":0.00037784353,"about_ca_system_score_gemma":0.0005983003,"threshold_uncertainty_score":0.0115119815},"labels":[],"label_agreement":null},{"id":"W3112410922","doi":"10.7492/ijaec.2020.004","title":"Comparative Analysis of Properties of Polythene Terephthalate and Traditional Concrete Blocks for Buildings","year":2020,"lang":"en","type":"article","venue":"International Journal of Architecture Engineering and Construction","topic":"Innovations in Concrete and Construction Materials","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; Composite material; Architectural engineering; Engineering","score_opus":0.019074710597660815,"score_gpt":0.2154908567302295,"score_spread":0.1964161461325687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112410922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974356,0.00044151233,0.0006487725,0.000008248862,0.000003560631,0.0000075062776,0.00011830795,0.0000067054716,0.0013298664],"genre_scores_gemma":[0.9984647,0.00025897406,0.00024496595,0.000002517264,0.0000015631553,0.000004628407,0.00010139888,0.000006360438,0.00091495767],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997646,0.00003086811,0.000012242239,0.000023752556,0.00013723485,0.00003136043],"domain_scores_gemma":[0.9995239,0.00016563006,0.00008656956,0.000031427153,0.00015085132,0.00004164835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023477852,0.00018267307,0.0001637452,0.0005529884,0.00014961511,0.00027522113,0.0002009072,0.0002119488,0.0021588122],"category_scores_gemma":[0.0005653226,0.00010091435,0.00029926177,0.00050370925,0.00019126438,0.0003572488,0.00017982694,0.00019021316,0.00035347266],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010166798,0.00010500081,0.011311837,0.0002064055,0.000044770273,0.0001361198,0.000074887765,0.0051392606,0.9666757,0.000390324,0.00009932756,0.014799441],"study_design_scores_gemma":[0.000016508779,0.0014525382,0.101069346,0.000016378399,0.000114353126,0.00023389317,0.00017296604,0.0061536785,0.8883819,0.00009397123,0.002276858,0.000017638882],"about_ca_topic_score_codex":0.0011965209,"about_ca_topic_score_gemma":0.002099642,"teacher_disagreement_score":0.0021588122,"about_ca_system_score_codex":0.00024201006,"about_ca_system_score_gemma":0.00023013998,"threshold_uncertainty_score":0.007221997},"labels":[],"label_agreement":null},{"id":"W3114349564","doi":"10.1016/j.cemconcomp.2020.103912","title":"Rheo-morphological investigation of Reynolds dilatancy and its effect on pumpability of self-consolidating concrete","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":24,"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":"Dilatant; Rheology; Materials science; Composite material; Tribometer; Reynolds number; Aggregate (composite); Self-consolidating concrete; Geotechnical engineering; Mechanics; Geology; Compressive strength; Tribology; Turbulence","score_opus":0.01659711077801576,"score_gpt":0.21853311317645008,"score_spread":0.20193600239843432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3114349564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852824,0.00014746428,0.00042971043,0.00001023475,0.000005504042,0.0000035067594,0.0000469745,0.0000094385905,0.00081884715],"genre_scores_gemma":[0.99931645,0.00005760369,0.00013188597,0.0000029358737,0.000002500394,0.0000013701069,0.000023210026,0.0000039621505,0.000460058],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990904,0.000013659543,0.0000074709055,0.000021498681,0.000028381752,0.000019933017],"domain_scores_gemma":[0.9996247,0.00012353418,0.000098492295,0.000033539924,0.00007732637,0.000042278516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001856317,0.00013092926,0.00012159556,0.00032022348,0.00016245687,0.00022736787,0.00014702465,0.00017600635,0.0023962394],"category_scores_gemma":[0.00046222954,0.00014587565,0.0001974102,0.0002799968,0.00032670915,0.00030520806,0.00012871566,0.0003502599,0.00018607224],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047706504,0.000052436906,0.002750856,0.000035013258,0.00000917938,0.0002138113,0.00010940052,0.0003838571,0.99261355,0.00013019862,0.000029686698,0.0031948523],"study_design_scores_gemma":[0.000013637371,0.00035489138,0.069310896,0.0000052979813,0.0000324116,0.00019442235,0.00019123312,0.003579994,0.9257164,0.000038808263,0.00054167036,0.000020237201],"about_ca_topic_score_codex":0.000764378,"about_ca_topic_score_gemma":0.0008425536,"teacher_disagreement_score":0.0023962394,"about_ca_system_score_codex":0.00012716363,"about_ca_system_score_gemma":0.00007903299,"threshold_uncertainty_score":0.008016169},"labels":[],"label_agreement":null},{"id":"W3115456346","doi":"10.18280/acsm.440609","title":"Influence of Basalt Fiber on the Physical and Mechanical Properties of Aerated Ceramsite Concrete","year":2020,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Department of Education of Zhejiang Province","keywords":"Basalt fiber; Flexural strength; Ultimate tensile strength; Materials science; Microstructure; Fiber; Compressive strength; Composite material; Structural engineering; Engineering","score_opus":0.03769131444398195,"score_gpt":0.23410656294336313,"score_spread":0.1964152484993812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3115456346","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99936706,0.00012524748,0.0002108292,0.0000035999292,0.0000024709032,0.0000029400658,0.000021795988,0.0000036315732,0.00026237115],"genre_scores_gemma":[0.999042,0.00012382795,0.0004717886,0.0000063469265,0.0000014005407,0.0000029022897,0.000037887756,0.0000038783705,0.0003098409],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980396,0.000026400154,0.000015848065,0.00003972487,0.000081995546,0.000032062824],"domain_scores_gemma":[0.99981076,0.000026904045,0.00005952801,0.000008880917,0.000055267887,0.00003866077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001813145,0.00027554695,0.00014966633,0.00025599642,0.00014769545,0.00022216774,0.00009007238,0.0001524828,0.00051542436],"category_scores_gemma":[0.00026770428,0.0001311663,0.00019780928,0.00014038691,0.00019767316,0.00021627129,0.00015352214,0.0003040571,0.0000832846],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000112423695,0.000022498316,0.001844423,0.000031432624,0.000009092621,0.000039451446,0.000022234592,0.00037315974,0.9962232,0.000019435645,0.0000060045163,0.0012965113],"study_design_scores_gemma":[0.0000060702296,0.00047696542,0.030091181,0.00000755288,0.00003327619,0.00006773842,0.000080205355,0.0015421526,0.9670815,0.000018148578,0.0005818419,0.000013264747],"about_ca_topic_score_codex":0.0020534552,"about_ca_topic_score_gemma":0.0058605773,"teacher_disagreement_score":0.0020534552,"about_ca_system_score_codex":0.00020139918,"about_ca_system_score_gemma":0.00017543785,"threshold_uncertainty_score":0.004082978},"labels":[],"label_agreement":null},{"id":"W3117473302","doi":"10.18280/ijdne.150607","title":"The BIOCEM Project: The Industrial Valorization of a Patent Through the “Proof of Concept” Program","year":2020,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Innovations in Concrete and Construction Materials","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":"Engineering; General partnership; Autoclaved aerated concrete; Sustainability; Scale (ratio); Sustainable development; Civil engineering; Waste management; Business","score_opus":0.041173848988942434,"score_gpt":0.2665179533713184,"score_spread":0.22534410438237595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3117473302","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.118814304,0.01817076,0.39485803,0.0127772,0.008353357,0.011649382,0.02849765,0.0077623115,0.399117],"genre_scores_gemma":[0.45547205,0.016476749,0.25376952,0.0027066509,0.0016293534,0.008467036,0.050239854,0.0023787075,0.20886019],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9953734,0.0008237518,0.00018025117,0.00043488803,0.0025242104,0.0006635359],"domain_scores_gemma":[0.99584526,0.000497585,0.0005106057,0.0007414356,0.001371348,0.0010337083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008171627,0.0010858673,0.00074052997,0.0019289403,0.0009309828,0.0025608598,0.0019323344,0.001984146,0.0373654],"category_scores_gemma":[0.0055794385,0.00041113884,0.0010388264,0.0012576478,0.0011787327,0.0021526231,0.002436744,0.0020732682,0.012373798],"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":[0.002058661,0.0026255224,0.0014327404,0.0021703187,0.00021650709,0.0017033176,0.00041827187,0.0014124527,0.31444964,0.12632604,0.11638337,0.4308032],"study_design_scores_gemma":[0.0005728027,0.0034675077,0.0030320482,0.00032385133,0.00013521308,0.0012651156,0.00007770783,0.0012813255,0.14796875,0.007335941,0.8344932,0.00004659387],"about_ca_topic_score_codex":0.0005521412,"about_ca_topic_score_gemma":0.00041951233,"teacher_disagreement_score":0.0373654,"about_ca_system_score_codex":0.0013181512,"about_ca_system_score_gemma":0.0053765653,"threshold_uncertainty_score":0.12499976},"labels":[],"label_agreement":null},{"id":"W3134038949","doi":"","title":"Ksp-311 Wall Cement Mortar Spray Plastering Machine","year":2018,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"The Mayer Institute","funders":"","keywords":"Composite material; Materials science; Medicine","score_opus":0.010185563707624674,"score_gpt":0.21034816198222162,"score_spread":0.20016259827459695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134038949","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8854355,0.0020069866,0.071162134,0.00026730465,0.00043941027,0.004429502,0.0030112814,0.0027388392,0.03050914],"genre_scores_gemma":[0.79831713,0.0024409532,0.07550767,0.00026950985,0.0001435127,0.0052784355,0.0031664725,0.00037442546,0.11450187],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99959403,0.00003563458,0.000036279343,0.0001302272,0.00015518125,0.00004877591],"domain_scores_gemma":[0.9997396,0.000046829322,0.000075445074,0.00003812458,0.000048761944,0.00005130145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005321235,0.0008845562,0.0006481564,0.0008181078,0.0003131399,0.00017704621,0.00040042514,0.00025998807,0.031015618],"category_scores_gemma":[0.00022465464,0.00030352388,0.00034480766,0.00021897242,0.00034521436,0.0001986424,0.0003134404,0.00068842625,0.00509702],"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":[0.0058099325,0.0031849514,0.0018407076,0.00070305716,0.000041911873,0.0001550909,0.00016431838,0.000555226,0.90601873,0.0008304378,0.0026603055,0.07803539],"study_design_scores_gemma":[0.0032474136,0.06706158,0.041169457,0.00027428666,0.00040738803,0.001605227,0.0003590785,0.0062986147,0.7812923,0.00069762836,0.09749667,0.00009036582],"about_ca_topic_score_codex":0.00014612165,"about_ca_topic_score_gemma":0.0005649576,"teacher_disagreement_score":0.031015618,"about_ca_system_score_codex":0.00014693874,"about_ca_system_score_gemma":0.00047252732,"threshold_uncertainty_score":0.10375756},"labels":[],"label_agreement":null},{"id":"W3134995589","doi":"10.2749/newyork.2019.0182","title":"Robotics in Construction and the New Era of Efficient Concrete Bridges","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Innovations in Concrete and Construction Materials","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":"Bridge (graph theory); Robot; Structural system; Production (economics); Robotics; Mechanization; Computer science; Reinforced concrete; Structural approach; Construction engineering; Engineering; Artificial intelligence; Civil engineering; Structural engineering; Economics; Structural change; Microeconomics","score_opus":0.005220338056577337,"score_gpt":0.20502140901626278,"score_spread":0.19980107095968544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134995589","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024855383,0.41632944,0.06491397,0.024818616,0.0016210071,0.000047537906,0.0000436393,0.00021482218,0.46715564],"genre_scores_gemma":[0.36550087,0.4509946,0.056122947,0.0043119034,0.0019861527,0.00010900893,0.00007345995,0.00013284724,0.12076823],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988127,0.0003307289,0.00003700117,0.00012060244,0.000602692,0.00009624512],"domain_scores_gemma":[0.99963486,0.00016211117,0.00006139828,0.000036331094,0.00007227624,0.00003299798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010436107,0.00039289633,0.00020705267,0.0007629018,0.00055077014,0.00200929,0.00048119357,0.0016012006,0.0040897843],"category_scores_gemma":[0.0009019429,0.00024669908,0.0002576107,0.0007270607,0.004406016,0.0032072193,0.0009771301,0.0011266533,0.00111],"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":[0.000023577666,0.000029499948,0.00041413298,0.00076844706,0.0000121863595,0.00016167408,0.0007114484,0.0045581833,0.0028075324,0.8166262,0.010931428,0.16295567],"study_design_scores_gemma":[0.0000058557066,0.000085585096,0.0013082993,0.0004837969,0.000006329089,0.0003353321,0.00050254905,0.0014561571,0.0013858614,0.0990196,0.89539284,0.000017799071],"about_ca_topic_score_codex":0.0018146856,"about_ca_topic_score_gemma":0.003095259,"teacher_disagreement_score":0.0040897843,"about_ca_system_score_codex":0.002014159,"about_ca_system_score_gemma":0.0013016526,"threshold_uncertainty_score":0.014613807},"labels":[],"label_agreement":null},{"id":"W3146306328","doi":"","title":"Rheology of Steel Fibre Containing Alumina-Magnesia-Extruded Graphite Pellets Self-Flowing Castables","year":2007,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Innovations in Concrete and Construction Materials","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":"Polytechnique Montréal","funders":"","keywords":"Rheology; Materials science; Rheometer; Composite material; Pellets; Extrusion; Volume (thermodynamics); Graphite; Pellet; Magnesium; Die swell; Metallurgy","score_opus":0.007162018730992611,"score_gpt":0.21247014293560962,"score_spread":0.205308124204617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3146306328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984445,0.0003529023,0.00048672242,0.000011819467,0.000017312277,0.000006941809,0.00012203027,0.00003802961,0.0005198362],"genre_scores_gemma":[0.9959615,0.00034633646,0.0012168728,0.000011686257,0.000011336587,0.000008479965,0.00026810117,0.00003827094,0.0021376344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997681,0.000035886253,0.000017640994,0.000043617933,0.000087083296,0.000047651407],"domain_scores_gemma":[0.99963653,0.00010162909,0.00008282583,0.000028463779,0.00008489534,0.000065740816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023708196,0.00042300415,0.0003355967,0.00030059516,0.00016162854,0.0002908494,0.00022742598,0.000247405,0.0014606599],"category_scores_gemma":[0.0005017495,0.00012478419,0.0002492608,0.00026389217,0.00021025202,0.00024775602,0.00012354233,0.00059532106,0.00026622214],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026128412,0.000019291741,0.00017508425,0.000039576877,0.0000069858065,0.000044668694,0.000034777895,0.00010930943,0.99843496,0.00002471146,0.000013920322,0.000835491],"study_design_scores_gemma":[0.000010081031,0.000440929,0.0052601304,0.000009151456,0.000020188567,0.000036240992,0.000029652894,0.0006689821,0.9929575,0.000007600735,0.00055040064,0.000009201091],"about_ca_topic_score_codex":0.0015334096,"about_ca_topic_score_gemma":0.0029369995,"teacher_disagreement_score":0.0015334096,"about_ca_system_score_codex":0.00018354604,"about_ca_system_score_gemma":0.0001740997,"threshold_uncertainty_score":0.0048864484},"labels":[],"label_agreement":null},{"id":"W3148167380","doi":"10.1007/s00170-021-06950-6","title":"Chip formation in machining of anisotropic plastic materials—a finite element modeling strategy applied to wood","year":2021,"lang":"en","type":"article","venue":"The International Journal of Advanced Manufacturing Technology","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":4,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Machining; Finite element method; Chip formation; Industrial and production engineering; Chip; Mechanical engineering; Anisotropy; Materials science; Engineering; Manufacturing engineering; Structural engineering; Tool wear; Physics; Optics","score_opus":0.010423487192343208,"score_gpt":0.2351768449429828,"score_spread":0.2247533577506396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3148167380","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20650885,0.00046058465,0.77508837,0.00016159525,0.00006938933,0.000124904,0.00007344864,0.00022640653,0.01728639],"genre_scores_gemma":[0.92018116,0.0002686565,0.07379094,0.00004342289,0.000010243118,0.00008715954,0.000043630404,0.00007249095,0.0055024046],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999207,0.000018652447,0.0000035096712,0.00001686243,0.000025526937,0.000014728208],"domain_scores_gemma":[0.99982005,0.00008959439,0.000026016945,0.00001920879,0.00003173694,0.000013434705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027251084,0.00033039076,0.00046005123,0.00029513772,0.00040841612,0.00073536223,0.0008694412,0.0011506425,0.00115269],"category_scores_gemma":[0.00045858562,0.00053698226,0.00045646494,0.00029237266,0.0006691744,0.00051553664,0.0003509829,0.00047517914,0.00019414574],"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":[0.000013385782,0.000032624084,0.00038926722,0.000031680054,0.0000064687015,0.00008143132,0.0000420903,0.9825492,0.008571694,0.004564234,0.00009286773,0.0036250595],"study_design_scores_gemma":[0.0000019433164,0.000008559207,0.00009858547,0.0000019148654,0.0000020096825,0.000013743094,0.0000067148558,0.998005,0.001353683,0.000311177,0.00019443082,0.0000022816882],"about_ca_topic_score_codex":0.004011741,"about_ca_topic_score_gemma":0.00571446,"teacher_disagreement_score":0.004011741,"about_ca_system_score_codex":0.00042753055,"about_ca_system_score_gemma":0.0008138008,"threshold_uncertainty_score":0.00797677},"labels":[],"label_agreement":null},{"id":"W3151135211","doi":"10.1177/00405175211006210","title":"Automated draping analysis of 3D printed flexible isogrid structures for textile applications","year":2021,"lang":"en","type":"article","venue":"Textile Research Journal","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Faculty of Arts, Ryerson University","keywords":"Infill; 3d printed; Materials science; 3D printing; Textile; Composite material; Structural engineering; Engineering; Biomedical engineering","score_opus":0.054026525418758256,"score_gpt":0.38344380316618737,"score_spread":0.3294172777474291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3151135211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88368666,0.00036642636,0.11246951,0.000028652736,0.00001806585,0.00004813555,0.00026382657,0.0005584037,0.0025604223],"genre_scores_gemma":[0.93862534,0.00021794694,0.059413046,0.000020152136,0.000003999207,0.000034554992,0.0001861804,0.0000660835,0.0014326657],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975497,0.000016461325,0.000011203916,0.00003296986,0.0001635822,0.000020783204],"domain_scores_gemma":[0.9995485,0.00011341845,0.00010684389,0.00010196991,0.00011496,0.000014231417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022209002,0.00032480693,0.00017871024,0.00060565706,0.00013332756,0.00038027132,0.0002653317,0.00032425433,0.001077188],"category_scores_gemma":[0.000419894,0.00021029594,0.00033631094,0.0003596886,0.0002301503,0.00029091263,0.00019774854,0.000254829,0.00031105353],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041741932,0.000022625543,0.0029314705,0.000100289464,0.0000106096595,0.00017940871,0.00011379111,0.0060712323,0.95735604,0.00020831235,0.0001398351,0.03282466],"study_design_scores_gemma":[0.0000069718326,0.0003088024,0.04303908,0.000018895154,0.000023580234,0.0005630541,0.00021005733,0.06118536,0.89182734,0.00024873068,0.0025218555,0.000046262572],"about_ca_topic_score_codex":0.00049433624,"about_ca_topic_score_gemma":0.001364043,"teacher_disagreement_score":0.001077188,"about_ca_system_score_codex":0.00023617565,"about_ca_system_score_gemma":0.0001368829,"threshold_uncertainty_score":0.003603518},"labels":[],"label_agreement":null},{"id":"W3153358455","doi":"10.5267/j.esm.2021.1.004","title":"High-strength concretes based on anthropogenic raw materials for earthquake resistant high-rise construction","year":2021,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":22,"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":"Russian Foundation for Basic Research","keywords":"Fineness; Materials science; Compressive strength; Shrinkage; Cement; Raw material; Portland cement; Filler (materials); Composite material; Ceramic","score_opus":0.006673033679615348,"score_gpt":0.21016695184996229,"score_spread":0.20349391817034693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3153358455","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.978023,0.0005195139,0.01916923,0.000013178513,0.000010016873,0.00010674336,0.00016774505,0.00016896929,0.0018216411],"genre_scores_gemma":[0.97488326,0.00031400568,0.023053272,0.000011202417,0.0000035063854,0.00004730958,0.0002494763,0.000057645888,0.0013803686],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997003,0.000038593,0.000021495422,0.00005015387,0.00016071003,0.000028766524],"domain_scores_gemma":[0.99981326,0.000016613218,0.00007459123,0.00001605513,0.000046032008,0.000033507753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022903607,0.00048266427,0.0003225358,0.00051517726,0.00017824887,0.00020084248,0.0002611378,0.00018933936,0.0011710029],"category_scores_gemma":[0.00020777906,0.0001935255,0.00029252685,0.00030341162,0.00016057614,0.00021754442,0.00024832194,0.0003116962,0.00040300336],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003607175,0.00003170233,0.00035732565,0.000081476996,0.0000037556522,0.000019715178,0.000007622713,0.0005858907,0.9970613,0.000056397977,0.000010186679,0.0017486055],"study_design_scores_gemma":[0.000008616616,0.00042051484,0.0061275032,0.000010728134,0.000027254402,0.00010827315,0.000020220323,0.0015079428,0.9896394,0.000031597272,0.0020896548,0.00000822295],"about_ca_topic_score_codex":0.00039271562,"about_ca_topic_score_gemma":0.0042157,"teacher_disagreement_score":0.0011710029,"about_ca_system_score_codex":0.00021373587,"about_ca_system_score_gemma":0.0003023651,"threshold_uncertainty_score":0.0039173365},"labels":[],"label_agreement":null},{"id":"W3153977719","doi":"","title":"Optimisation du dosage des polymères superabsorbants (PSAs) dans le processus de densification des résidus miniers fins en pulpe : application au cas de la mine Canadian Malartic","year":2019,"lang":"fr","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Innovations in Concrete and Construction Materials","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":"Submersion (mathematics); Mathematics","score_opus":0.005701916457796002,"score_gpt":0.20602992286154406,"score_spread":0.20032800640374807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3153977719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941486,0.0016232603,0.0025086044,0.00004271043,0.000011157835,0.00010334985,0.0000716939,0.000040299445,0.0014502613],"genre_scores_gemma":[0.98343974,0.0020545204,0.008898887,0.000026877075,0.0000057856755,0.000057673387,0.000090928836,0.000022312754,0.0054033212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956924,0.00004145543,0.000022968368,0.000074874115,0.00024669245,0.000044784654],"domain_scores_gemma":[0.9997323,0.000048002174,0.00006503048,0.00001585098,0.00010296203,0.00003579941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049159786,0.0003961405,0.00050885737,0.00043640076,0.00040125812,0.0005890285,0.00031688888,0.00051413925,0.0015000605],"category_scores_gemma":[0.00041183003,0.0002649917,0.00037615528,0.0004029659,0.00025360112,0.00028625384,0.00027085387,0.0004411707,0.0002720999],"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":[0.00046580294,0.00014219269,0.0012938305,0.00025160893,0.000016002932,0.000057718426,0.00008738867,0.001557071,0.9790551,0.00006335841,0.00005107667,0.016958777],"study_design_scores_gemma":[0.000037128473,0.0026743405,0.012210563,0.000030356661,0.000054455126,0.000089019966,0.00010986682,0.0030433766,0.97693366,0.00002181035,0.0047738473,0.000021489934],"about_ca_topic_score_codex":0.02017752,"about_ca_topic_score_gemma":0.054448277,"teacher_disagreement_score":0.97982246,"about_ca_system_score_codex":0.001119188,"about_ca_system_score_gemma":0.0012385997,"threshold_uncertainty_score":0.040120125},"labels":[],"label_agreement":null},{"id":"W3155628922","doi":"10.1007/s11356-021-13957-9","title":"Synthesis and SWOT analysis of date palm frond ash–Portland cement composites","year":2021,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Innovations in Concrete and Construction Materials","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":"University of Windsor","funders":"","keywords":"Portland cement; Cementitious; Materials science; Compressive strength; Cement; Composite material; Curing (chemistry); Fly ash; Pulp and paper industry; Waste management; Engineering","score_opus":0.02471523902360985,"score_gpt":0.28450886691505156,"score_spread":0.2597936278914417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3155628922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940811,0.0002185284,0.0030875811,0.000018549687,0.0000132748655,0.000019867344,0.00055955036,0.00003752901,0.0019639526],"genre_scores_gemma":[0.99364763,0.00019053456,0.0031118616,0.000011198242,0.0000024437606,0.000012418253,0.00039369854,0.000026121748,0.0026040669],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998739,0.000008678114,0.000009307913,0.000029156981,0.00006014959,0.000018732073],"domain_scores_gemma":[0.99990237,0.000022720431,0.000023100158,0.000009981619,0.000029199053,0.0000126071955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016947085,0.00029493577,0.00012493372,0.0005364648,0.00024288059,0.00020115027,0.000106160776,0.00019491701,0.0017796346],"category_scores_gemma":[0.00013550658,0.00016350804,0.00028145866,0.00031445714,0.00019395443,0.0002171188,0.00009920465,0.0003265117,0.00026106884],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059603986,0.00001316499,0.00041748155,0.000033015254,0.0000044140484,0.000041609095,0.000029733475,0.00035762816,0.9975957,0.000053989996,0.00001815165,0.0013755505],"study_design_scores_gemma":[0.0000018934005,0.00005198462,0.0041494025,0.0000022697418,0.000006708061,0.000022388775,0.00003441716,0.00084352697,0.99421316,0.000021980439,0.0006481639,0.000004013176],"about_ca_topic_score_codex":0.0021204725,"about_ca_topic_score_gemma":0.007912557,"teacher_disagreement_score":0.0021204725,"about_ca_system_score_codex":0.00021113634,"about_ca_system_score_gemma":0.00025789771,"threshold_uncertainty_score":0.0059534907},"labels":[],"label_agreement":null},{"id":"W3163934688","doi":"","title":"Clinical Performance of Lithium Disilicate Glass-Ceramic CAD/CAM Crowns Provided by Predoctoral Students at the University of Toronto","year":2019,"lang":"en","type":"dissertation","venue":"TSpace","topic":"Innovations in Concrete and Construction Materials","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":"Lithium disilicate; Glass-ceramic; CAD; Dentistry; Ceramic; Materials science; Orthodontics; Engineering; Medicine; Metallurgy; Engineering drawing","score_opus":0.012059750316974267,"score_gpt":0.3084845025511227,"score_spread":0.29642475223414844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3163934688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950135,0.00016013376,0.00008587592,0.00000873206,0.0000024642031,0.000010938095,0.00003317316,0.000005264126,0.00019209967],"genre_scores_gemma":[0.9979254,0.00021844512,0.0010074205,0.000016733258,0.0000046211367,0.000011020061,0.00013886619,0.0000042847532,0.0006731109],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99929297,0.00011984791,0.000089763125,0.00012140088,0.00029532742,0.00008061131],"domain_scores_gemma":[0.9979532,0.0004932077,0.0004697116,0.00023704942,0.00054918206,0.0002977102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001422166,0.00035769778,0.00026221806,0.00057321024,0.0006167496,0.00034226407,0.0002978994,0.00025511245,0.0017329637],"category_scores_gemma":[0.003220414,0.00032972556,0.0002637654,0.000317808,0.0004424658,0.0001612837,0.00042851554,0.00021070559,0.00038913876],"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":[0.004031406,0.0007736867,0.77169174,0.0003601486,0.00007493113,0.0020606418,0.0055692852,0.00050661404,0.09743105,0.000043393124,0.0011507424,0.11630639],"study_design_scores_gemma":[0.00003152916,0.003383915,0.9803531,0.000026066004,0.000054522203,0.0023422418,0.0007973566,0.0003547951,0.011115637,0.0000058380956,0.0015087667,0.000026205385],"about_ca_topic_score_codex":0.008653991,"about_ca_topic_score_gemma":0.047230303,"teacher_disagreement_score":0.008653991,"about_ca_system_score_codex":0.0009694989,"about_ca_system_score_gemma":0.00092059723,"threshold_uncertainty_score":0.017207265},"labels":[],"label_agreement":null},{"id":"W3165582825","doi":"10.11159/iccste21.146","title":"A Preliminary Digital Image Correlation Study of the AnisotropicMechanical Properties of a 3D-Printed Mortar","year":2021,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Oak Ridge National Laboratory; Virginia Polytechnic Institute and State University","keywords":"Digital image correlation; 3d printed; Anisotropy; Materials science; Mortar; Image (mathematics); Computer science; Engineering drawing; Composite material; Optics; Artificial intelligence; Engineering; Physics; Biomedical engineering","score_opus":0.014291471392202444,"score_gpt":0.2077784525674555,"score_spread":0.19348698117525306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165582825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.969171,0.00017644517,0.026342234,0.000030657277,0.000018311255,0.00004617986,0.00029354892,0.0002453416,0.0036763237],"genre_scores_gemma":[0.98532134,0.0001170791,0.01234369,0.00001981087,0.000009640749,0.00001459524,0.00014788855,0.000042151532,0.001983786],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983394,0.000012634641,0.000006526559,0.000029809336,0.000092343485,0.000024639996],"domain_scores_gemma":[0.99926513,0.00025623175,0.000106861684,0.00007341079,0.00026162458,0.000036816476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024753265,0.00021338361,0.00017284525,0.0010054987,0.00017408161,0.0003141452,0.00017754339,0.00024949573,0.0035791122],"category_scores_gemma":[0.0007793468,0.0001432178,0.0001560371,0.0006864821,0.0003865547,0.00023427203,0.00015198548,0.00030480503,0.00038731014],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008730015,0.000047283054,0.0015069923,0.00006124066,0.000007973972,0.00020473408,0.0000997466,0.001016922,0.985679,0.00013966978,0.000104393665,0.011044749],"study_design_scores_gemma":[0.000009547059,0.0005055755,0.08397958,0.000010063221,0.000035203033,0.0011609388,0.0002151025,0.013981843,0.8980312,0.00005596624,0.0019850254,0.000029973084],"about_ca_topic_score_codex":0.0012846151,"about_ca_topic_score_gemma":0.0020858212,"teacher_disagreement_score":0.0035791122,"about_ca_system_score_codex":0.00014107842,"about_ca_system_score_gemma":0.00016826822,"threshold_uncertainty_score":0.011973321},"labels":[],"label_agreement":null},{"id":"W3167728654","doi":"10.11575/prism/38877","title":"Bond Strength of Adhered Manufactured Thin Stone/Brick Masonry Veneer Units to Setting Bed Mortar at Different Temperatures and Different Cycles of Freeze-Thaw","year":2021,"lang":"en","type":"dissertation","venue":"PRISM (University of Calgary)","topic":"Innovations in Concrete and Construction Materials","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":"Veneer; Masonry; Masonry veneer; Mortar; Bond strength; Materials science; Brick; Geotechnical engineering; Brick and mortar; Composite material; Structural engineering; Engineering; Forensic engineering; Geology; Computer science; Adhesive; Layer (electronics)","score_opus":0.006794537343196493,"score_gpt":0.19426773250364066,"score_spread":0.18747319516044417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3167728654","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980172,0.00045329853,0.0003473314,0.000008568493,0.000019921943,0.000021212887,0.00010419107,0.0000075968255,0.0010208373],"genre_scores_gemma":[0.99470335,0.0003413371,0.00096845534,0.000022893513,0.0000061445244,0.000013392874,0.00023257174,0.000010460733,0.0037012799],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995584,0.000038901926,0.000033376054,0.00007967889,0.00023290125,0.0000566731],"domain_scores_gemma":[0.99921715,0.00017061857,0.00014089927,0.000075605756,0.00029377753,0.00010194379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006911772,0.0003846584,0.00028497673,0.00060577685,0.00037044717,0.0002992615,0.00030555014,0.00049685367,0.0044790152],"category_scores_gemma":[0.0010497116,0.00029533953,0.0004470401,0.00041265273,0.00030484222,0.00026537623,0.0003027525,0.0008254652,0.00063102867],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075975456,0.0002679516,0.020570148,0.00022674406,0.00014474287,0.00019852289,0.0007505384,0.0011769325,0.9545277,0.00017975735,0.00019635641,0.021000829],"study_design_scores_gemma":[0.000018106333,0.008052906,0.34221557,0.000076655524,0.00027325764,0.00045228514,0.0009510104,0.0018219088,0.6422365,0.00011020703,0.0037446886,0.000046956688],"about_ca_topic_score_codex":0.002397855,"about_ca_topic_score_gemma":0.0064880513,"teacher_disagreement_score":0.0044790152,"about_ca_system_score_codex":0.00032758433,"about_ca_system_score_gemma":0.0002283664,"threshold_uncertainty_score":0.014983833},"labels":[],"label_agreement":null},{"id":"W3167997049","doi":"10.1016/j.procir.2021.05.026","title":"Design and simulation of an automated robotic machining cell for cross-laminated timber panels","year":2021,"lang":"en","type":"article","venue":"Procedia CIRP","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"University of Calgary; University of Alberta","funders":"Mitacs; University of Alberta","keywords":"Machining; Automation; Flexibility (engineering); Clamping; Engineering; Manufacturing engineering; Robot; Numerical control; Mechanical engineering; Computer science; Artificial intelligence","score_opus":0.021638263914334776,"score_gpt":0.2892758200700045,"score_spread":0.26763755615566975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3167997049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6595511,0.00054923573,0.2706436,0.00044534024,0.00020814911,0.00055370654,0.0014695704,0.0017981081,0.064781286],"genre_scores_gemma":[0.9520826,0.000200893,0.040919863,0.000036934536,0.000006544418,0.00030350752,0.00037131025,0.000061967716,0.0060164104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998592,0.000023395798,0.0000067100823,0.00002443171,0.000053373227,0.000032823926],"domain_scores_gemma":[0.9997284,0.00011856237,0.00003875903,0.000022607423,0.000056031662,0.000035685793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028602578,0.0005124774,0.00054001826,0.0003841351,0.00056596845,0.0010550477,0.0010049791,0.0015080107,0.0060430868],"category_scores_gemma":[0.0005165039,0.0003687239,0.00065995764,0.0002712676,0.0005121141,0.0003241879,0.0004703121,0.00041175188,0.00057160435],"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":[0.000046248384,0.000034101777,0.000713757,0.000054584885,0.000006953376,0.000104546874,0.000039656206,0.99305713,0.0025200157,0.0008317064,0.0001734671,0.0024178668],"study_design_scores_gemma":[0.000019941795,0.000056676956,0.00026424092,0.0000073211986,0.000006213551,0.00001762358,0.00003277762,0.99744475,0.0010070183,0.000157711,0.0009800197,0.0000058165915],"about_ca_topic_score_codex":0.009875565,"about_ca_topic_score_gemma":0.0072865277,"teacher_disagreement_score":0.009875565,"about_ca_system_score_codex":0.00055899733,"about_ca_system_score_gemma":0.0011918537,"threshold_uncertainty_score":0.020216107},"labels":[],"label_agreement":null},{"id":"W3203492576","doi":"10.14359/51734147","title":"Effects of Aggregate Content on Rheological Properties of Lubrication Layer and Pumping Concrete","year":2021,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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":"Geography; Environmental protection; Ancient history; History","score_opus":0.0331291801002864,"score_gpt":0.21516491340703187,"score_spread":0.18203573330674547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203492576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99823004,0.00047038714,0.0002706453,0.000019676905,0.000015853357,0.00000686854,0.00013073221,0.000026131083,0.0008297012],"genre_scores_gemma":[0.9986312,0.00012129965,0.00016238826,0.000008654485,0.0000026532584,0.0000031037785,0.00010492405,0.000009898731,0.0009559628],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958783,0.00006338224,0.000054404303,0.000054312906,0.00016530171,0.00007477874],"domain_scores_gemma":[0.99873775,0.00046427143,0.00019849751,0.000075600045,0.00038025787,0.00014366495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005199044,0.0003264143,0.0002951743,0.0005743415,0.00032088085,0.00049354124,0.00021923333,0.00027551042,0.0039513814],"category_scores_gemma":[0.001431916,0.00020948084,0.00030694957,0.00035617605,0.0002584656,0.0006218386,0.00034099567,0.00051948876,0.00055596005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004108144,0.00022185457,0.025369484,0.00025295207,0.000086021166,0.00033687832,0.00056120515,0.006586056,0.9423382,0.0002801906,0.0005986659,0.019260319],"study_design_scores_gemma":[0.00002386201,0.0021842036,0.05673905,0.00003532625,0.00011891928,0.00012490738,0.0005592817,0.00886121,0.92878294,0.000118309006,0.0024135173,0.00003844889],"about_ca_topic_score_codex":0.002768941,"about_ca_topic_score_gemma":0.0043153455,"teacher_disagreement_score":0.0039513814,"about_ca_system_score_codex":0.00026944728,"about_ca_system_score_gemma":0.00021794056,"threshold_uncertainty_score":0.013218641},"labels":[],"label_agreement":null},{"id":"W3203862832","doi":"10.14359/51733102","title":"Pressure-Dependent Shear Behavior of Fresh Concrete","year":2021,"lang":"de","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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":0.014066989841780057,"score_gpt":0.24468609294234328,"score_spread":0.23061910310056322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203862832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99022466,0.00027605201,0.0020772899,0.000061555074,0.000042502517,0.00002115405,0.0011052538,0.0002460501,0.0059453486],"genre_scores_gemma":[0.99587715,0.00006975958,0.00025614156,0.000010467256,0.000004705488,0.0000044832905,0.00044094672,0.00002794446,0.0033082978],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968636,0.000017953356,0.000017855551,0.00006244467,0.00016221062,0.000053183387],"domain_scores_gemma":[0.9990251,0.00021283829,0.00014302868,0.00008905668,0.00038963035,0.00014031201],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040255662,0.0003865823,0.00019270684,0.0009354616,0.0003386713,0.00045384563,0.00034710646,0.00038053535,0.0088135665],"category_scores_gemma":[0.000991708,0.00031799622,0.00026069325,0.00043702126,0.00044937883,0.00069024507,0.00032532756,0.00068858574,0.0017209771],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015030438,0.0002604871,0.04129229,0.00020903639,0.00008714482,0.0007766466,0.0009549104,0.08683933,0.82566655,0.0018262663,0.0031728486,0.037411366],"study_design_scores_gemma":[0.000040491897,0.0014048296,0.22471628,0.00009862845,0.00008017037,0.0003881836,0.0010391537,0.18198577,0.5835786,0.0013757573,0.0051398585,0.0001523027],"about_ca_topic_score_codex":0.0036520215,"about_ca_topic_score_gemma":0.004726942,"teacher_disagreement_score":0.0088135665,"about_ca_system_score_codex":0.00033163477,"about_ca_system_score_gemma":0.00029293293,"threshold_uncertainty_score":0.029484272},"labels":[],"label_agreement":null},{"id":"W3211255582","doi":"10.14359/51734151","title":"Impact of Chemical Admixtures on Time-Dependent Workability and Rheological Properties of Ultra-High- Performance Concrete","year":2021,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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; Environmental protection; Ancient history; History","score_opus":0.012145892027221767,"score_gpt":0.22222171827291565,"score_spread":0.21007582624569388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211255582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99729866,0.00056905835,0.0004733762,0.000023823073,0.000026118207,0.000014245907,0.00012616535,0.000022150576,0.0014463578],"genre_scores_gemma":[0.99854964,0.000126005,0.00023793285,0.000012397347,0.00000264287,0.000006497533,0.00008180424,0.00001076093,0.0009722502],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999335,0.000089820685,0.00006469368,0.00008090622,0.00032154738,0.000108073225],"domain_scores_gemma":[0.99872166,0.00036403348,0.0002567828,0.00009969761,0.00039788216,0.0001598728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008104522,0.00041833264,0.00026755934,0.0006592759,0.00043410918,0.00061492395,0.00035971004,0.0004054099,0.0036810753],"category_scores_gemma":[0.0014039236,0.00022998205,0.0004780566,0.00043434429,0.00033723065,0.0007227007,0.0004915009,0.00081676454,0.0004511386],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003083896,0.0005261556,0.025060937,0.00038218813,0.00014764463,0.00038159426,0.00044758487,0.02167707,0.9170247,0.0004193952,0.00058114086,0.03026768],"study_design_scores_gemma":[0.000023424402,0.002903454,0.06882372,0.000059517737,0.00013629087,0.00015236554,0.00059931446,0.012973267,0.91131175,0.00019123683,0.0027733396,0.000052322437],"about_ca_topic_score_codex":0.0033883983,"about_ca_topic_score_gemma":0.0072741834,"teacher_disagreement_score":0.0036810753,"about_ca_system_score_codex":0.00056669634,"about_ca_system_score_gemma":0.00039928753,"threshold_uncertainty_score":0.012314379},"labels":[],"label_agreement":null},{"id":"W3217405735","doi":"","title":"Construction tele-robotic system with virtual reality (CG presentation of virtual robot and task object using stereo vision system)","year":2007,"lang":"en","type":"article","venue":"Control and Intelligent Systems","topic":"Innovations in Concrete and Construction Materials","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":"Computer science; Task (project management); Virtual reality; Stereopsis; Computer vision; Presentation (obstetrics); Artificial intelligence; Object (grammar); Human–computer interaction; Virtual image; Robot; Computer graphics (images); Engineering; Medicine","score_opus":0.014426870807021396,"score_gpt":0.24394505917208564,"score_spread":0.22951818836506424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3217405735","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14702371,0.00092290743,0.8308228,0.00032806222,0.00023275103,0.00027547684,0.00012868966,0.0013713125,0.018894253],"genre_scores_gemma":[0.86773,0.0005067939,0.115915336,0.00016729695,0.000071680246,0.00028637476,0.00017794577,0.000060921906,0.015083673],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996158,0.00008447072,0.000014381778,0.000054367232,0.00019039873,0.000040493178],"domain_scores_gemma":[0.9998024,0.000047127298,0.000023091792,0.00003334316,0.00007016022,0.000023763196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003650608,0.00030657172,0.00026375282,0.00022540559,0.00028235718,0.00048718377,0.00058132707,0.0007176819,0.00518957],"category_scores_gemma":[0.0005552573,0.00021216576,0.00041572892,0.00014876724,0.0003283688,0.00077827624,0.00042689568,0.00026627877,0.0010329545],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006609703,0.00059532694,0.005151286,0.00096949236,0.00013807007,0.001197463,0.0010435627,0.04604478,0.5592919,0.016963057,0.006756185,0.36118785],"study_design_scores_gemma":[0.00048190902,0.005893065,0.044144206,0.00022383501,0.00049476814,0.008075166,0.001066074,0.45311603,0.35174838,0.007717817,0.12670697,0.00033169013],"about_ca_topic_score_codex":0.0011863236,"about_ca_topic_score_gemma":0.0011671125,"teacher_disagreement_score":0.00518957,"about_ca_system_score_codex":0.00030662667,"about_ca_system_score_gemma":0.0005550021,"threshold_uncertainty_score":0.017360806},"labels":[],"label_agreement":null},{"id":"W343586343","doi":"10.14359/56657","title":"Modeling Static Segregation of Self-Consolidating Concrete","year":2009,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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":"Self-consolidating concrete; Materials science; Composite material; Compressive strength","score_opus":0.010235715713526616,"score_gpt":0.22648695611496747,"score_spread":0.21625124040144086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W343586343","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15818846,0.00042899736,0.7820316,0.0003660251,0.00012143047,0.00033062632,0.002756878,0.011394432,0.04438156],"genre_scores_gemma":[0.6308558,0.0003526925,0.3216265,0.000107176034,0.000028493092,0.00037812302,0.004497578,0.001677183,0.040476426],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989575,0.00014415018,0.00007850768,0.00027649678,0.0003537567,0.00018954836],"domain_scores_gemma":[0.9984199,0.0005384663,0.0001759745,0.0003851465,0.00035596153,0.00012445706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011835509,0.0009822283,0.0006812406,0.0015602636,0.0011050202,0.0036392496,0.0029250488,0.001384544,0.015954899],"category_scores_gemma":[0.005043569,0.0012266752,0.00201521,0.00131736,0.0019166478,0.0042792405,0.0035316483,0.001168611,0.002444811],"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":[0.00015793937,0.0000962592,0.006566264,0.00013083249,0.000050815674,0.00037725782,0.00043373334,0.87575,0.0023267474,0.07524383,0.002889185,0.03597714],"study_design_scores_gemma":[0.000014772682,0.000025141382,0.00051572727,0.000028663495,0.000030148258,0.00005223529,0.00008282186,0.96675414,0.0017578073,0.02091175,0.0098136645,0.00001313748],"about_ca_topic_score_codex":0.032669954,"about_ca_topic_score_gemma":0.045656066,"teacher_disagreement_score":0.032669954,"about_ca_system_score_codex":0.0025105462,"about_ca_system_score_gemma":0.0021545978,"threshold_uncertainty_score":0.064959586},"labels":[],"label_agreement":null},{"id":"W37287274","doi":"10.1177/15330338231180792","title":"Concrete floor coatings Oshawa","year":2013,"lang":"en","type":"article","venue":"Technology in Cancer Research & Treatment","topic":"Innovations in Concrete and Construction Materials","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":"Geology; Forensic engineering; Engineering","score_opus":0.04704691368005162,"score_gpt":0.35349436103713555,"score_spread":0.30644744735708396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W37287274","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07944388,0.01222709,0.008983202,0.0037933537,0.0061062532,0.00027710837,0.0051737516,0.0017853273,0.88221014],"genre_scores_gemma":[0.10361835,0.006885826,0.009789482,0.00059088116,0.000693045,0.000083779196,0.0021703136,0.0006388793,0.87552947],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995041,0.000047716847,0.000040285402,0.00015101345,0.00018347119,0.00007343345],"domain_scores_gemma":[0.99924755,0.00012091862,0.00010818741,0.000084394516,0.00027262428,0.00016628356],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00043312396,0.0010832605,0.00043655885,0.0017054603,0.001935906,0.0024793255,0.00057517336,0.00090070756,0.25909013],"category_scores_gemma":[0.0007521208,0.00047909902,0.00049906626,0.0009800073,0.0005752701,0.00088510884,0.0015300375,0.0013824418,0.11005885],"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":[0.00083761703,0.0003636009,0.013060629,0.0009340889,0.00008156874,0.0027946942,0.0005786181,0.002617989,0.012568756,0.015243579,0.14626206,0.80465674],"study_design_scores_gemma":[0.0000557518,0.00023069307,0.020480806,0.00036178695,0.000041619325,0.0024656686,0.0008745014,0.0014365646,0.004022566,0.0025207386,0.9674654,0.000043878816],"about_ca_topic_score_codex":0.0056310263,"about_ca_topic_score_gemma":0.012363348,"teacher_disagreement_score":0.7409099,"about_ca_system_score_codex":0.000942181,"about_ca_system_score_gemma":0.0017382354,"threshold_uncertainty_score":0.86674285},"labels":[],"label_agreement":null},{"id":"W38749025","doi":"10.1021/acs.inorgchem.4c00940","title":"Confagricoltura rilancia sulla qualita del grano duro","year":2005,"lang":"en","type":"article","venue":"Informatore agrario","topic":"Innovations in Concrete and Construction Materials","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":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Humanities; Philosophy","score_opus":0.0059316657174485945,"score_gpt":0.19365058473365093,"score_spread":0.18771891901620233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W38749025","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7324333,0.020795958,0.012567046,0.006567837,0.0014913314,0.00020797335,0.0049374388,0.001982622,0.21901652],"genre_scores_gemma":[0.92851055,0.0035927536,0.011620535,0.00045019947,0.00014773014,0.00008791069,0.0018030474,0.00027497712,0.053512376],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995989,0.00005010495,0.000011056337,0.00011851141,0.000114202725,0.00010722595],"domain_scores_gemma":[0.9997646,0.000033828546,0.00005068633,0.00003165273,0.00007199241,0.000047225527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005057202,0.0007467787,0.0005083537,0.0011726682,0.0012161273,0.0018843828,0.00085156393,0.0007823664,0.0074325404],"category_scores_gemma":[0.00068149774,0.00018961632,0.0004376015,0.001625651,0.0006328727,0.0005609227,0.0011372155,0.001027616,0.0023084295],"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":[0.0032381427,0.0005023689,0.09594694,0.0028004018,0.00027964186,0.0073418096,0.0040638074,0.0086765485,0.1330823,0.040253766,0.046921406,0.6568929],"study_design_scores_gemma":[0.00012544556,0.00034718847,0.08554972,0.00030421864,0.000100900485,0.001565069,0.0031546368,0.003237835,0.023869148,0.0054217456,0.8762042,0.0001198391],"about_ca_topic_score_codex":0.046535593,"about_ca_topic_score_gemma":0.10139026,"teacher_disagreement_score":0.046535593,"about_ca_system_score_codex":0.0027048255,"about_ca_system_score_gemma":0.0019897872,"threshold_uncertainty_score":0.092529416},"labels":[],"label_agreement":null},{"id":"W4200214838","doi":"10.1016/j.conbuildmat.2021.126111","title":"Effect of synthetic microfiber and viscosity modifier agent on layer deformation, viscosity, and open time of cement mortar for 3D printing application","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"Thailand Science Research and Innovation; National Astronomical Research Institute of Thailand; King Mongkut's University of Technology North Bangkok; Thailand Research Fund; National Research Council of Thailand; Khon Kaen University","keywords":"Mortar; Materials science; Microfiber; Composite material; Viscosity; Deformation (meteorology); Rheology; Cement","score_opus":0.009324886438681368,"score_gpt":0.2555819974338505,"score_spread":0.24625711099516914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200214838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99785525,0.00069115084,0.0008583573,0.000019786803,0.000022611446,0.000011407403,0.00006156225,0.000036468897,0.00044351036],"genre_scores_gemma":[0.9973572,0.000491069,0.0013990247,0.00001792831,0.000009789543,0.000013849671,0.000056110803,0.000014019717,0.000641065],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986005,0.000012368393,0.000019357858,0.00003504186,0.000039232225,0.000034050554],"domain_scores_gemma":[0.99963975,0.00012890682,0.00012676798,0.000023725863,0.000038103288,0.000042629446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020406515,0.00034744287,0.00024399493,0.00016487118,0.00016315062,0.00019391598,0.00021091041,0.00027709996,0.0011744351],"category_scores_gemma":[0.00051086914,0.00025564496,0.00027204046,0.00018016761,0.00017956666,0.00032834595,0.000104941304,0.00042337432,0.00015364734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024395419,0.00005577053,0.00014981796,0.00007773032,0.0000071545282,0.000042793712,0.000044427736,0.00021831883,0.9973713,0.000032558317,0.00001852868,0.0017375702],"study_design_scores_gemma":[0.000005804711,0.00025635617,0.0016215518,0.0000028806905,0.000018012286,0.000021336595,0.000012209418,0.0004465364,0.99734867,0.0000053004933,0.00025397312,0.0000073757556],"about_ca_topic_score_codex":0.00059168943,"about_ca_topic_score_gemma":0.0014714474,"teacher_disagreement_score":0.0011744351,"about_ca_system_score_codex":0.00013339291,"about_ca_system_score_gemma":0.00017977807,"threshold_uncertainty_score":0.0039288998},"labels":[],"label_agreement":null},{"id":"W4200621562","doi":"10.1016/j.cemconcomp.2021.104370","title":"Novel tri-viscous model to simulate pumping of flowable concrete through characterization of lubrication layer and plug zones","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":18,"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; Université de Sherbrooke","keywords":"Plug flow; Lubrication; Tribometer; Materials science; Spark plug; Rheology; Viscosity; Bingham plastic; Flow (mathematics); Mechanics; Computational fluid dynamics; Geotechnical engineering; Geology; Composite material; Mechanical engineering; Tribology; Engineering; Physics","score_opus":0.027460179699152175,"score_gpt":0.24215434110018944,"score_spread":0.21469416140103725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200621562","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38786402,0.0009679803,0.5711003,0.0006462658,0.00044938503,0.00027223874,0.00091779075,0.0014007022,0.036381286],"genre_scores_gemma":[0.96815366,0.00028798895,0.020316672,0.00008435185,0.000036042846,0.00015995097,0.00029746184,0.00010751429,0.010556388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985397,0.000030308234,0.000012253905,0.000032284708,0.000037873695,0.00003329321],"domain_scores_gemma":[0.9996605,0.00011108126,0.0000534116,0.000028193943,0.000089068126,0.0000578045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002587309,0.0007536598,0.00083301717,0.0006464682,0.00060008833,0.0009978242,0.0016653247,0.0027351726,0.0031145597],"category_scores_gemma":[0.00077699387,0.00055186683,0.0009608232,0.00040641578,0.00065870874,0.00079423113,0.00076941174,0.0008359477,0.0003373488],"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":[0.000037798523,0.00007757824,0.00065256667,0.000041864296,0.000019958352,0.00011409562,0.000030571606,0.99134445,0.0036730727,0.0020734067,0.00019522932,0.0017394419],"study_design_scores_gemma":[0.000004839751,0.000007766754,0.00005439333,0.000001832497,0.000002640369,0.000004678539,0.0000040463783,0.9994454,0.00027519825,0.00007669227,0.00012002404,0.0000025411414],"about_ca_topic_score_codex":0.019026289,"about_ca_topic_score_gemma":0.0101132225,"teacher_disagreement_score":0.019026289,"about_ca_system_score_codex":0.0006794637,"about_ca_system_score_gemma":0.0013542152,"threshold_uncertainty_score":0.037831068},"labels":[],"label_agreement":null},{"id":"W4205311883","doi":"10.18280/acsm.450604","title":"Behavior of Cementitious Materials under the Effect of an Eco-Cement Based on Dredged Sludge","year":2021,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Cementitious; Cement; Environmental science; Siltation; Silt; Mortar; Waste management; Sewage sludge; Dewatering; Aggregate (composite); Compressive strength; Geotechnical engineering; Sewage treatment; Materials science; Environmental engineering; Geology; Engineering; Composite material; Sediment","score_opus":0.018196392729635077,"score_gpt":0.26866435713645975,"score_spread":0.2504679644068247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205311883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99840134,0.00033691814,0.0005730433,0.0000110073515,0.0000063749244,0.000007876103,0.000055767414,0.000013734518,0.0005938526],"genre_scores_gemma":[0.9979255,0.00023483955,0.0007925367,0.000015384163,0.0000022045967,0.0000072069747,0.00006981979,0.000009530132,0.0009429394],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983084,0.000023019471,0.000012664616,0.000038186794,0.000070794085,0.000024527808],"domain_scores_gemma":[0.9998808,0.000021440397,0.00003700991,0.000009009659,0.000033339154,0.000018387524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013858009,0.00031818697,0.00016257743,0.00026890016,0.00017712827,0.0002055575,0.00012856086,0.00024020228,0.00081820023],"category_scores_gemma":[0.00019415094,0.00015061509,0.00018568762,0.00020851596,0.00022423113,0.00022576285,0.00012352891,0.00031424675,0.00019505719],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056968864,0.000009357802,0.0003286295,0.000037326296,0.0000039760985,0.00004035604,0.000042053143,0.00017310887,0.99854183,0.000027080203,0.0000061791925,0.0007331373],"study_design_scores_gemma":[0.0000028116028,0.00018083268,0.003915913,0.0000043117307,0.000006932633,0.00005597631,0.000036686608,0.0005296666,0.99455583,0.000014852812,0.00069145416,0.0000048063466],"about_ca_topic_score_codex":0.0009452444,"about_ca_topic_score_gemma":0.0027341102,"teacher_disagreement_score":0.0009452444,"about_ca_system_score_codex":0.00018595782,"about_ca_system_score_gemma":0.00014819358,"threshold_uncertainty_score":0.002737105},"labels":[],"label_agreement":null},{"id":"W4205378102","doi":"10.2139/ssrn.3979966","title":"Effects of Rubber Powder Size and Volume Percentage on the Dynamic Compressive Behaviors of Rubberized Mortar","year":2021,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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 Toronto","funders":"","keywords":"Mortar; Compressive strength; Composite material; Materials science; Natural rubber; Volume (thermodynamics); Compression (physics); Physics","score_opus":0.002716802337472453,"score_gpt":0.20450645188462838,"score_spread":0.20178964954715592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205378102","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987413,0.00027017234,0.00034005693,0.000015587117,0.000013838873,0.0000051383017,0.000093505136,0.000028445123,0.0004920045],"genre_scores_gemma":[0.99882036,0.00015122954,0.00026523723,0.000014486951,0.000006792663,0.0000054004922,0.000074068885,0.000016773758,0.00064564426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997626,0.000025772288,0.000027879803,0.0000584706,0.0000677718,0.000057426198],"domain_scores_gemma":[0.99886143,0.0006233198,0.00017764799,0.00007419191,0.00015232847,0.000111120724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002879334,0.0002915657,0.00029217286,0.00023042454,0.0001795528,0.00025540232,0.00027773186,0.0002787168,0.0029573487],"category_scores_gemma":[0.0011367623,0.0002635492,0.0002676346,0.00022392435,0.0003007832,0.0004686324,0.00016238501,0.0004375809,0.00038000153],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018798632,0.00011414725,0.0008928077,0.00009490868,0.000016850452,0.00010646749,0.000108133165,0.0016230483,0.99099696,0.00007129154,0.00007919011,0.0040162727],"study_design_scores_gemma":[0.000013287793,0.001020944,0.0074823652,0.000005955468,0.000030254661,0.00004022996,0.00007128793,0.002846956,0.9881458,0.000020021858,0.00030505637,0.000017848293],"about_ca_topic_score_codex":0.0009105166,"about_ca_topic_score_gemma":0.0017822406,"teacher_disagreement_score":0.0029573487,"about_ca_system_score_codex":0.00015032898,"about_ca_system_score_gemma":0.00020567531,"threshold_uncertainty_score":0.009893298},"labels":[],"label_agreement":null},{"id":"W4205832977","doi":"10.32920/ryerson.14652384","title":"The Use Of Wollastonite to Enhance Fresh and Mechanical Properties of Concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Queen's University","keywords":"Wollastonite; Compressive strength; Materials science; Cement; Mortar; Composite material; Pozzolan; Slump; Consolidation (business); Filler (materials); Portland cement; Chemistry","score_opus":0.033353210912358267,"score_gpt":0.24106867130488246,"score_spread":0.2077154603925242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205832977","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970595,0.0005895672,0.0016762977,0.000012835057,0.0000068562213,0.000021663527,0.000034104432,0.000027781736,0.0005713524],"genre_scores_gemma":[0.99372673,0.0005434633,0.0040317345,0.000013374264,0.000003799884,0.000009596325,0.00006059358,0.00000960135,0.0016010174],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998851,0.0000164394,0.000009576899,0.000021444741,0.00004662819,0.000020862486],"domain_scores_gemma":[0.9998555,0.000017586095,0.000058458976,0.000015520043,0.000025867568,0.000027111251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016430354,0.00038138297,0.00016905527,0.00030512078,0.00010324665,0.00023239084,0.00018530116,0.00019880253,0.00070854655],"category_scores_gemma":[0.00013289865,0.00012933672,0.0002585605,0.0001406887,0.00018779367,0.0002506392,0.00019627452,0.00023715974,0.00015679807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005910681,0.00005649599,0.00021767139,0.000053081574,0.000005562458,0.000022199261,0.000008359186,0.00012862762,0.9974025,0.000029258235,0.0000056157646,0.002011546],"study_design_scores_gemma":[0.000004196104,0.000672405,0.0019234108,0.0000050625104,0.000015164395,0.000044456105,0.000008827423,0.00025376372,0.9964541,0.0000074113855,0.0006082462,0.0000029868895],"about_ca_topic_score_codex":0.0004159392,"about_ca_topic_score_gemma":0.0016251713,"teacher_disagreement_score":0.00070854655,"about_ca_system_score_codex":0.00010620026,"about_ca_system_score_gemma":0.00015857346,"threshold_uncertainty_score":0.0023703575},"labels":[],"label_agreement":null},{"id":"W4205980643","doi":"10.2139/ssrn.4012395","title":"Cementitious Insulated Drywall Panels Reinforced with Kraft Paper Honeycomb Structures","year":2022,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Honeycomb; Cementitious; Structural engineering; Forensic engineering; Kraft paper; Engineering; Composite material; Materials science; Civil engineering; Cement","score_opus":0.00436321446465227,"score_gpt":0.18604752011659648,"score_spread":0.1816843056519442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205980643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99291784,0.000086975364,0.003928519,0.000008395782,0.000020691486,0.000008151678,0.000056920668,0.00009551846,0.0028768054],"genre_scores_gemma":[0.9962203,0.000036771315,0.0010941004,0.0000035010673,0.0000019692545,0.0000029727883,0.000039612918,0.0000087857225,0.0025920335],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989307,0.0000075196212,0.0000040818877,0.000018121067,0.000058982936,0.000018254017],"domain_scores_gemma":[0.99983597,0.000017714348,0.000039158647,0.000041272935,0.000034565724,0.000031241976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008050739,0.00025751564,0.00021059671,0.00034451144,0.00019546397,0.00029170277,0.00033520663,0.00029157652,0.0025487402],"category_scores_gemma":[0.00014941339,0.00014470982,0.00016776884,0.0001953438,0.00033289264,0.0002470107,0.00035332373,0.0003385294,0.00045927742],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026654656,0.00008587361,0.0013620489,0.00006339645,0.000014421742,0.00021207091,0.000054996806,0.008786596,0.97881365,0.000672089,0.00014975738,0.009518578],"study_design_scores_gemma":[0.000030625746,0.00078213715,0.020257935,0.00002058876,0.00004736045,0.00021108339,0.00009854906,0.013742954,0.9612327,0.0002869166,0.0032711888,0.000017964927],"about_ca_topic_score_codex":0.00043109345,"about_ca_topic_score_gemma":0.0013538342,"teacher_disagreement_score":0.0025487402,"about_ca_system_score_codex":0.0001181639,"about_ca_system_score_gemma":0.00015050812,"threshold_uncertainty_score":0.008526444},"labels":[],"label_agreement":null},{"id":"W4206191362","doi":"10.1016/b978-0-12-821730-6.00022-x","title":"Implementation of agricultural crop wastes toward green construction materials","year":2022,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Innovations in Concrete and Construction Materials","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":"Institut de Recherche et de Développement en Agroenvironnement; Natural Sciences and Engineering Research Council of Canada; Concordia University; Université de Sherbrooke","funders":"","keywords":"Agriculture; Crop; Agricultural engineering; Environmental science; Business; Agroforestry; Engineering; Agronomy; Geography; Biology; Archaeology","score_opus":0.013002838010334134,"score_gpt":0.22948148749241915,"score_spread":0.216478649482085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206191362","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07940318,0.006912754,0.03166677,0.0032428317,0.00026947304,0.00015162183,0.000076216755,0.00019217512,0.878085],"genre_scores_gemma":[0.4208867,0.0152893225,0.051690985,0.0014307164,0.00009395406,0.00014993841,0.0001469234,0.00010679419,0.5102046],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995778,0.00008847967,0.000009168472,0.0000313119,0.00024492817,0.000048323047],"domain_scores_gemma":[0.9998815,0.00004198133,0.000015153242,0.000014410729,0.000035778638,0.0000111847285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049009745,0.00041827242,0.00010478052,0.00038749274,0.0003354921,0.0015095588,0.00050079345,0.0007944699,0.006017849],"category_scores_gemma":[0.00026669953,0.00010651486,0.00017993721,0.000525987,0.0006204315,0.00058179547,0.00084277,0.0006945139,0.0009888762],"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":[0.000059038804,0.0003722901,0.001272651,0.000631619,0.000009611551,0.0004924891,0.0014509826,0.0044564065,0.038184453,0.20822123,0.012407202,0.73244196],"study_design_scores_gemma":[0.000014285161,0.00030759082,0.0065287636,0.00068005297,0.000016607495,0.00032731303,0.0021000733,0.0023025672,0.0570577,0.046989866,0.88366157,0.000013509153],"about_ca_topic_score_codex":0.001995609,"about_ca_topic_score_gemma":0.006090068,"teacher_disagreement_score":0.006017849,"about_ca_system_score_codex":0.0012911471,"about_ca_system_score_gemma":0.0018936665,"threshold_uncertainty_score":0.020131648},"labels":[],"label_agreement":null},{"id":"W4206315049","doi":"10.5281/zenodo.2669134","title":"Matter-Robotic Calibration for Bioshotcrete","year":2019,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovations in Concrete and Construction Materials","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":"British Columbia Institute of Technology","funders":"European Commission","keywords":"Calibration; Computer science; Artificial intelligence; Environmental science; Mathematics; Statistics","score_opus":0.019000836379117852,"score_gpt":0.21356696571512074,"score_spread":0.1945661293360029,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206315049","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3475752,0.00081440224,0.61016953,0.00031887618,0.00036858438,0.00083656656,0.0007349572,0.004820834,0.03436117],"genre_scores_gemma":[0.7326042,0.00026791662,0.25369024,0.00019388771,0.000023531704,0.0002889241,0.0003124299,0.00022927251,0.0123897055],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99910444,0.00007487321,0.000024345889,0.00019602016,0.0005424648,0.000057881316],"domain_scores_gemma":[0.9994686,0.00012252892,0.00010833949,0.00014322787,0.00012941918,0.000027955006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006747684,0.000563166,0.00028132452,0.00043819554,0.000348166,0.0006298645,0.00082684594,0.0008137488,0.0067397207],"category_scores_gemma":[0.0012731738,0.00028073107,0.00034924576,0.00028401762,0.0004822219,0.0006951814,0.0010691381,0.00050321134,0.0011215867],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037658116,0.00011815978,0.0029656345,0.00061945734,0.000034788747,0.00025017196,0.0005828783,0.012715635,0.85571957,0.004911114,0.0019641456,0.11974179],"study_design_scores_gemma":[0.000076014,0.001289641,0.025005095,0.00012794104,0.000051722986,0.0010560644,0.00052425615,0.082413554,0.7931263,0.0019479359,0.09423604,0.00014541153],"about_ca_topic_score_codex":0.0012414745,"about_ca_topic_score_gemma":0.0032096151,"teacher_disagreement_score":0.0067397207,"about_ca_system_score_codex":0.00073642534,"about_ca_system_score_gemma":0.0006332108,"threshold_uncertainty_score":0.02254659},"labels":[],"label_agreement":null},{"id":"W4206327855","doi":"10.1016/j.compositesb.2022.109619","title":"Effect of sulphoaluminate cement on fresh and hardened properties of 3D printing foamed concrete","year":2022,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":79,"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":"National Natural Science Foundation of China","keywords":"Materials science; Cement; Composite material; Porosity; Extrusion; Compressive strength","score_opus":0.007277425477381605,"score_gpt":0.18885241724373206,"score_spread":0.18157499176635045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206327855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993318,0.00013122619,0.00017550895,0.0000053477384,0.000006982026,0.0000017147222,0.000031044827,0.000016590275,0.0002997219],"genre_scores_gemma":[0.99924195,0.000055039047,0.00015507349,0.000005996325,0.0000021479982,0.0000011725862,0.000028304503,0.000009306671,0.0005011845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978226,0.00002604856,0.0000201361,0.000036301542,0.000077705765,0.00005759505],"domain_scores_gemma":[0.99922764,0.0003568873,0.00012853724,0.00007086042,0.00010601417,0.0001100434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020018271,0.00032491688,0.00023565158,0.0002301514,0.0001709885,0.0002908042,0.0002184463,0.00035445174,0.0031653845],"category_scores_gemma":[0.00073943695,0.00025473352,0.00039051933,0.0002461751,0.00043953842,0.0003140482,0.00021404996,0.00047712287,0.00026985529],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018420863,0.00007174665,0.000925849,0.000075888835,0.000019793182,0.00013837748,0.00010289708,0.0011389494,0.99310076,0.000037117738,0.000023443332,0.002523064],"study_design_scores_gemma":[0.0000096133535,0.00044304229,0.0043691816,0.0000027671333,0.000023228768,0.000031340558,0.000029957662,0.0009403916,0.99398273,0.00000842951,0.00014924235,0.000010024918],"about_ca_topic_score_codex":0.0017098514,"about_ca_topic_score_gemma":0.0025172923,"teacher_disagreement_score":0.0031653845,"about_ca_system_score_codex":0.00017860699,"about_ca_system_score_gemma":0.0002089303,"threshold_uncertainty_score":0.010589302},"labels":[],"label_agreement":null},{"id":"W4206521586","doi":"10.1139/cjce-27-2-383","title":"Le béton projeté : nouveaux développements et applications","year":2000,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Shotcrete; Air entrainment; Durability; Engineering; Forensic engineering; Civil engineering; Materials science; Composite material","score_opus":0.007646089530268409,"score_gpt":0.20589995315645096,"score_spread":0.19825386362618255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206521586","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11102076,0.1365311,0.1651822,0.019410651,0.0058941436,0.0023448637,0.007149256,0.008535205,0.5439319],"genre_scores_gemma":[0.19976123,0.08452448,0.21859622,0.0024413406,0.0020036506,0.00143016,0.018221484,0.0030502763,0.4699711],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99250424,0.0011464453,0.00031209996,0.0005557004,0.00488443,0.00059707765],"domain_scores_gemma":[0.9948973,0.0007467637,0.00022691928,0.00051761454,0.0021569536,0.0014543936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008837371,0.0011820986,0.00062246807,0.0032616078,0.00091195526,0.0045452765,0.0016525546,0.0019496898,0.021057114],"category_scores_gemma":[0.0061144647,0.00050836435,0.0007294081,0.002841934,0.0009752932,0.002382968,0.0027735916,0.0018697361,0.010592255],"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":[0.00047198878,0.00089163845,0.0040126583,0.0006447841,0.00004644535,0.0003649,0.0008330871,0.0024034004,0.012893559,0.047929276,0.045638666,0.8838696],"study_design_scores_gemma":[0.00011172797,0.00045974462,0.0059199007,0.00039796272,0.000014074733,0.00047851537,0.00021494886,0.0017862526,0.0063738134,0.0029483149,0.98124576,0.0000489661],"about_ca_topic_score_codex":0.0117280865,"about_ca_topic_score_gemma":0.008152693,"teacher_disagreement_score":0.021057114,"about_ca_system_score_codex":0.0031716453,"about_ca_system_score_gemma":0.005573637,"threshold_uncertainty_score":0.070443034},"labels":[],"label_agreement":null},{"id":"W4210327650","doi":"10.1016/j.jobe.2022.104126","title":"Mechanical anisotropy evolution of 3D-printed alkali-activated materials with different GGBFS/FA combinations","year":2022,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":71,"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":"Southeast University; National Natural Science Foundation of China","keywords":"Materials science; Anisotropy; Ultimate tensile strength; Flexural strength; Composite material; Ground granulated blast-furnace slag; Thixotropy; Curing (chemistry); Compressive strength; Cement","score_opus":0.006438799097229556,"score_gpt":0.20159198412159268,"score_spread":0.19515318502436313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210327650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99680746,0.0002751811,0.0007869821,0.000032823536,0.000029470793,0.0000031584498,0.00021447871,0.00007669217,0.0017737241],"genre_scores_gemma":[0.99798167,0.00012375577,0.0007477598,0.000012503371,0.0000034441148,0.0000072169264,0.00009128085,0.000020623482,0.001011705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998424,0.000011350563,0.000010124479,0.00003281038,0.000056612596,0.000046662986],"domain_scores_gemma":[0.99982136,0.000048619604,0.000049774015,0.000018481784,0.00004045564,0.000021304844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117747506,0.0003672225,0.00018988572,0.00040296395,0.00018707398,0.000300494,0.00022900746,0.00046475657,0.0034567283],"category_scores_gemma":[0.00029895836,0.00025969348,0.00021880024,0.0004302393,0.00027705243,0.0002807549,0.00012826575,0.00047507862,0.00036198343],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016465521,0.0000138068335,0.00020429175,0.000060355538,0.000008620375,0.000072292554,0.000045654524,0.0009860878,0.9961079,0.00014758093,0.00010603915,0.0020826226],"study_design_scores_gemma":[0.000007041891,0.00006887821,0.0023520084,0.000005424163,0.000010940373,0.000034200722,0.000041329906,0.0025651383,0.9943885,0.00003657934,0.00047689938,0.000013135111],"about_ca_topic_score_codex":0.001016336,"about_ca_topic_score_gemma":0.0025034503,"teacher_disagreement_score":0.0034567283,"about_ca_system_score_codex":0.00024881653,"about_ca_system_score_gemma":0.00016044358,"threshold_uncertainty_score":0.011563957},"labels":[],"label_agreement":null},{"id":"W4210415300","doi":"10.1016/j.matpr.2022.01.248","title":"Innovative construction material technologies for sustainable and resilient civil infrastructure","year":2022,"lang":"en","type":"article","venue":"Materials Today Proceedings","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"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","keywords":"Civil infrastructure; Sustainability; Construction engineering; Construction industry; Production (economics); Engineering; Life-cycle assessment; Emerging technologies; Architectural engineering; Civil engineering; Computer science","score_opus":0.0045977470503314605,"score_gpt":0.2002320379827246,"score_spread":0.19563429093239315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210415300","genre_codex":"other","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1785495,0.077212915,0.3457839,0.011758599,0.004244206,0.00028100496,0.00038314823,0.0007957377,0.38099104],"genre_scores_gemma":[0.7201066,0.04151636,0.13004237,0.0007471655,0.0006153423,0.00019975183,0.0002782886,0.00015764957,0.106336504],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99950564,0.000060890125,0.000016280028,0.000041952906,0.00030950495,0.000065603825],"domain_scores_gemma":[0.99988604,0.00002299928,0.00001682105,0.000017807331,0.00004007376,0.000016270964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005365019,0.00053915475,0.00026304214,0.0014449573,0.00055169064,0.0019735019,0.0007148376,0.0011655305,0.007673314],"category_scores_gemma":[0.00037881735,0.00031386383,0.00044093715,0.0009652086,0.0010037071,0.0027227974,0.0012071375,0.0010600085,0.0013871944],"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":[0.00006375991,0.00022866063,0.0010963947,0.0013473902,0.000035432375,0.0006230778,0.00057197333,0.013766504,0.21597627,0.4797088,0.012858367,0.2737233],"study_design_scores_gemma":[0.000032755794,0.0004054202,0.002974291,0.0005241846,0.000061027207,0.001213762,0.0011939544,0.020689007,0.15172353,0.13604474,0.68505234,0.000084983774],"about_ca_topic_score_codex":0.00037856697,"about_ca_topic_score_gemma":0.0016376028,"teacher_disagreement_score":0.007673314,"about_ca_system_score_codex":0.0010662575,"about_ca_system_score_gemma":0.0007814428,"threshold_uncertainty_score":0.025669813},"labels":[],"label_agreement":null},{"id":"W4213095287","doi":"10.14359/51734353","title":"Preparation and High-Velocity Impact Experiment for Three-Dimensional-Printed Concrete","year":2022,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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":"Geography; Environmental protection; Ancient history; History","score_opus":0.015215213199438976,"score_gpt":0.2780423618806939,"score_spread":0.26282714868125495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213095287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89092654,0.00025356564,0.07295751,0.00035516216,0.0006840034,0.0016384198,0.002550515,0.0015906187,0.029043734],"genre_scores_gemma":[0.9503265,0.0001574964,0.034245584,0.000112055495,0.000036400474,0.00047414898,0.0012198226,0.0002332835,0.013194793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895394,0.000054192962,0.00006851861,0.00017887166,0.00061912125,0.00012539502],"domain_scores_gemma":[0.9983053,0.00034520266,0.00009946588,0.00049894553,0.0005553006,0.00019570411],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001004181,0.00059548084,0.00039759194,0.0007498111,0.0012755139,0.0007650903,0.00070641097,0.0010263636,0.016065588],"category_scores_gemma":[0.0015728665,0.0004955664,0.0006588054,0.00078823435,0.00057852746,0.00085682765,0.00067570794,0.0017036744,0.0030148963],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090396585,0.00053240836,0.004119286,0.00036972947,0.000020985388,0.0007540611,0.0006610933,0.02853274,0.93251383,0.0025250427,0.0023977053,0.02666912],"study_design_scores_gemma":[0.00013518284,0.0023243849,0.019473737,0.00005708432,0.000044078377,0.00024256292,0.0007607683,0.026696602,0.9335364,0.0010145706,0.015615128,0.00009941764],"about_ca_topic_score_codex":0.0013414429,"about_ca_topic_score_gemma":0.0024562809,"teacher_disagreement_score":0.016065588,"about_ca_system_score_codex":0.0004970578,"about_ca_system_score_gemma":0.0007648115,"threshold_uncertainty_score":0.053744793},"labels":[],"label_agreement":null},{"id":"W4214563045","doi":"10.1007/978-981-16-6490-8_26","title":"Construction Industry with 3D Printer: A New Era","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in mechanical engineering","topic":"Innovations in Concrete and Construction Materials","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 Windsor","funders":"","keywords":"3d printer; Business; Engineering; Mechanical engineering","score_opus":0.007687189373933546,"score_gpt":0.19062205736999868,"score_spread":0.18293486799606515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214563045","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004568896,0.1610172,0.1119488,0.011368862,0.007477091,0.000051645282,0.00026300905,0.00230169,0.70100284],"genre_scores_gemma":[0.047511455,0.15871206,0.08427717,0.010405194,0.0063790134,0.00011127997,0.0003516676,0.0013615623,0.6908906],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9990414,0.00012209076,0.00002670656,0.00010025592,0.0006525704,0.000057081732],"domain_scores_gemma":[0.9994293,0.00024948383,0.000022599841,0.00009281323,0.00014302078,0.000062796564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007166574,0.001102691,0.0007046588,0.0018995182,0.0008211104,0.005330617,0.0013491124,0.002900462,0.03744557],"category_scores_gemma":[0.0008222395,0.00066894613,0.0010318353,0.0030491697,0.0018563626,0.004882226,0.0026281844,0.0035224394,0.011581101],"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":[0.00003129997,0.00007627404,0.00028733167,0.00077723287,0.000022115113,0.00023978377,0.0004637468,0.001485687,0.004847885,0.16291611,0.20844363,0.62040895],"study_design_scores_gemma":[0.0000029188316,0.000015366038,0.00027885308,0.00016237861,0.000006682929,0.00040769108,0.00009132952,0.0008030896,0.0006349542,0.017202381,0.98038006,0.0000144410615],"about_ca_topic_score_codex":0.0010127409,"about_ca_topic_score_gemma":0.0023557565,"teacher_disagreement_score":0.03744557,"about_ca_system_score_codex":0.0013438046,"about_ca_system_score_gemma":0.0014383099,"threshold_uncertainty_score":0.12526792},"labels":[],"label_agreement":null},{"id":"W4214838957","doi":"10.1016/s0151-9107(03)00017-5","title":"Advances in cement and concrete IX","year":2003,"lang":"fr","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"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":"Cement; Geotechnical engineering; Geology; Materials science; Composite material","score_opus":0.021519208385475885,"score_gpt":0.27039948183225065,"score_spread":0.24888027344677477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214838957","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006691917,0.77143735,0.0038266198,0.012534638,0.0038658958,0.000013284778,0.000075914766,0.00004367487,0.20151073],"genre_scores_gemma":[0.10838903,0.6748476,0.0055080974,0.0014718566,0.004142735,0.000018772123,0.00010050549,0.000048037524,0.20547342],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99965084,0.0000656041,0.00001532593,0.000055419274,0.00015484162,0.000057909438],"domain_scores_gemma":[0.9997105,0.00010791379,0.000021949729,0.00002899476,0.000088283545,0.000042279968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069938815,0.0005836953,0.000469955,0.0013535654,0.0006408597,0.0019897616,0.0004982473,0.0015105221,0.016870536],"category_scores_gemma":[0.0008498107,0.0002412367,0.00028618373,0.0014424688,0.0014670833,0.002625883,0.0011409014,0.001469303,0.0034109158],"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":[0.00007523404,0.000111814916,0.00044488593,0.0012867573,0.000023134888,0.00021761264,0.00056601665,0.00198393,0.0060780207,0.6242443,0.04701623,0.31795213],"study_design_scores_gemma":[0.0000035470207,0.000031773965,0.00046052918,0.00016147636,0.000004922823,0.00008769117,0.00013006903,0.00026298835,0.0012201272,0.03885811,0.95877105,0.000007824137],"about_ca_topic_score_codex":0.00238811,"about_ca_topic_score_gemma":0.0042986837,"teacher_disagreement_score":0.016870536,"about_ca_system_score_codex":0.0022590992,"about_ca_system_score_gemma":0.0013805598,"threshold_uncertainty_score":0.056437552},"labels":[],"label_agreement":null},{"id":"W4220713084","doi":"10.1016/j.conbuildmat.2022.126980","title":"Influence of HRWR molecular weight and polydispersity on rheology and compressive strength of high-performance cement paste","year":2022,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Dispersity; Rheology; Compressive strength; Materials science; Cement; Water reducer; Composite material; Superplasticizer; Kinetics; Chemical engineering; Polymer chemistry","score_opus":0.0038113065763217277,"score_gpt":0.1861437095620095,"score_spread":0.18233240298568779,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220713084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987638,0.00028652427,0.00036156664,0.000014007405,0.000009940915,0.000004521294,0.00005959273,0.000017337943,0.00048281188],"genre_scores_gemma":[0.9991984,0.00013389441,0.00026469716,0.000011116218,0.0000064448236,0.0000030974547,0.00004668227,0.000009987612,0.00032577812],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980444,0.000033854485,0.000024128945,0.000047679863,0.0000466214,0.000043367163],"domain_scores_gemma":[0.99928683,0.00038710723,0.00013945326,0.000047975114,0.0000711698,0.00006755453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027339096,0.0002560489,0.00017300932,0.00022807918,0.00011787423,0.00033834454,0.00017971036,0.00020592159,0.0015420434],"category_scores_gemma":[0.0010011223,0.00018670101,0.00016109848,0.00022730307,0.00023470286,0.00037759866,0.00012744234,0.00040854348,0.00034159468],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067528506,0.00006853556,0.0012127969,0.00004513374,0.000018613586,0.0001098067,0.000052078776,0.0006877403,0.99448204,0.000059749455,0.000042569394,0.0025456916],"study_design_scores_gemma":[0.000009021769,0.0002633288,0.004862324,0.0000029184112,0.000022322725,0.0000421996,0.000027985117,0.0014602686,0.99306375,0.000011886735,0.0002256445,0.000008433178],"about_ca_topic_score_codex":0.00062658044,"about_ca_topic_score_gemma":0.00080153655,"teacher_disagreement_score":0.0015420434,"about_ca_system_score_codex":0.00015391363,"about_ca_system_score_gemma":0.00016781843,"threshold_uncertainty_score":0.005158603},"labels":[],"label_agreement":null},{"id":"W4220763328","doi":"10.1016/j.autcon.2022.104211","title":"Back-stepping control of delta parallel robots with smart dynamic model selection for construction applications","year":2022,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Controller (irrigation); Robot; Control theory (sociology); Selection (genetic algorithm); Reinforcement learning; Control engineering; Computer science; Online model; Identification (biology); System identification; Engineering; Simulation; Control (management); Artificial intelligence; Data modeling","score_opus":0.007142740562000273,"score_gpt":0.21788890215542944,"score_spread":0.21074616159342918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220763328","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.103451304,0.00019074435,0.88624644,0.000104969295,0.000078918325,0.00005388772,0.000048078706,0.00077237247,0.009053222],"genre_scores_gemma":[0.97051954,0.000063898304,0.026533872,0.000022431033,0.000007516143,0.000057502577,0.000039684666,0.000020953214,0.0027346928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989116,0.00001849838,0.0000059870968,0.00002900888,0.000038669557,0.000016743528],"domain_scores_gemma":[0.99984884,0.000031964308,0.000030902407,0.000029591345,0.000045320783,0.000013372532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024664286,0.00054447347,0.0005040219,0.00023963774,0.00035405086,0.0004167626,0.00060810405,0.00032109016,0.001976375],"category_scores_gemma":[0.0003402697,0.00029293293,0.0002770947,0.00023611035,0.00039323114,0.00033595925,0.0006358384,0.00038913486,0.00040078835],"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":[0.0004824469,0.00012366367,0.0010732714,0.00020020806,0.000056067413,0.00022571538,0.00016379761,0.780566,0.055718374,0.010820142,0.0019061283,0.14866425],"study_design_scores_gemma":[0.000015950567,0.00009037388,0.00032444106,0.000005495352,0.0000067828,0.000029164046,0.000011132647,0.99296075,0.0041546286,0.001453357,0.00094122277,0.00000674325],"about_ca_topic_score_codex":0.0020153967,"about_ca_topic_score_gemma":0.0026701235,"teacher_disagreement_score":0.0020153967,"about_ca_system_score_codex":0.00022012752,"about_ca_system_score_gemma":0.00042945342,"threshold_uncertainty_score":0.006611645},"labels":[],"label_agreement":null},{"id":"W4220958842","doi":"10.1007/978-981-19-1280-1_22","title":"CDPR Studio: A Parametric Design Tool for Simulating Cable-Suspended Parallel Robots","year":2022,"lang":"en","type":"book-chapter","venue":"Communications in computer and information science","topic":"Innovations in Concrete and Construction Materials","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":"Laurentian University","funders":"","keywords":"Parallel manipulator; Winch; Fabrication; Computer science; Robot; Frame (networking); Parametric statistics; Mobile robot; Control engineering; Simulation; Engineering; Mechanical engineering; Telecommunications; Artificial intelligence","score_opus":0.06471241352422899,"score_gpt":0.2899715112525515,"score_spread":0.2252590977283225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220958842","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019020911,0.00015152432,0.9176141,0.00012792378,0.00015883762,0.00020834773,0.001878242,0.00935388,0.051486246],"genre_scores_gemma":[0.28252852,0.00048782644,0.6591313,0.00012510522,0.000049914463,0.0011009264,0.0024412104,0.0061641075,0.047971148],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997069,0.00004936303,0.000012585008,0.00002890876,0.00016938236,0.00003281864],"domain_scores_gemma":[0.9994671,0.00028558422,0.000038904862,0.000057427515,0.00012370119,0.000027340038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048195696,0.0009029597,0.0007688221,0.00047469386,0.00049471523,0.00083884544,0.0022577024,0.0013525847,0.044099696],"category_scores_gemma":[0.0011767016,0.00094927003,0.0006935228,0.0005649388,0.0004930336,0.000766019,0.0007827571,0.0012107654,0.0038876238],"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":[0.00009491738,0.000085954576,0.0006190152,0.000481273,0.00003865946,0.00016087046,0.00023769493,0.8980927,0.014038346,0.019621579,0.014297244,0.052231815],"study_design_scores_gemma":[0.000053678134,0.000051869436,0.00018586696,0.000027694556,0.00001540128,0.000090585796,0.00002862124,0.95841426,0.0066330447,0.002421146,0.032052416,0.00002548254],"about_ca_topic_score_codex":0.0034535564,"about_ca_topic_score_gemma":0.00517771,"teacher_disagreement_score":0.044099696,"about_ca_system_score_codex":0.00051668705,"about_ca_system_score_gemma":0.0010974428,"threshold_uncertainty_score":0.14752817},"labels":[],"label_agreement":null},{"id":"W4225116302","doi":"10.11159/icsect22.152","title":"Manufacturing Ultra-High Performance Concrete UHPC with Conventional Production Processes","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Production (economics); Manufacturing engineering; Computer science; Materials science; Engineering","score_opus":0.0038804303902466868,"score_gpt":0.16091623814940445,"score_spread":0.15703580775915776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225116302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71541274,0.0025100177,0.25859627,0.000117812866,0.00022532819,0.00057914195,0.0006182786,0.001186361,0.020754088],"genre_scores_gemma":[0.8010609,0.0010638896,0.1923928,0.000057274403,0.000045427023,0.0002165605,0.0004604347,0.00007980229,0.004622835],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99944764,0.000021735905,0.00003072407,0.00008809433,0.00035832677,0.000053444295],"domain_scores_gemma":[0.99976414,0.000025420939,0.000073911346,0.00005547711,0.000047482918,0.000033616237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026495708,0.0004163355,0.00027737435,0.0006319658,0.00027622347,0.00044106453,0.00040464595,0.0005288382,0.0019315024],"category_scores_gemma":[0.00034737296,0.0002604895,0.00043001238,0.00059908174,0.0003068732,0.00039650712,0.0005191477,0.000969183,0.0011315829],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002738968,0.00005044752,0.00023685659,0.00014176154,0.000005518173,0.00008338031,0.00003504938,0.00085232966,0.9906165,0.0005566714,0.00007820741,0.007315843],"study_design_scores_gemma":[0.000010569781,0.0002542141,0.0018096851,0.000018980969,0.000020023708,0.0003128778,0.00002319307,0.0014553701,0.98859906,0.00013714594,0.007345533,0.000013331469],"about_ca_topic_score_codex":0.00044247677,"about_ca_topic_score_gemma":0.0009930701,"teacher_disagreement_score":0.0019315024,"about_ca_system_score_codex":0.00033532616,"about_ca_system_score_gemma":0.00044736767,"threshold_uncertainty_score":0.006461501},"labels":[],"label_agreement":null},{"id":"W4225120486","doi":"10.11159/icsect22.171","title":"Influence Of Sand To Aggregate Ratio On The Fresh And Mechanical Properties Of Self-Compacting High-Performance Concrete","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Aggregate (composite); Materials science; Geotechnical engineering; Composite material; Geology","score_opus":0.005455081107396965,"score_gpt":0.16734982743431862,"score_spread":0.16189474632692166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225120486","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99927527,0.00015033447,0.00026559675,0.0000039488823,0.0000020536727,0.000004469497,0.000019935549,0.000008444641,0.0002699399],"genre_scores_gemma":[0.999479,0.00007395766,0.00020230985,0.000003049551,0.000001344816,0.0000021783933,0.000026228308,0.000003348299,0.00020859753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969554,0.00006420788,0.000028261558,0.0000518462,0.00012404445,0.000036114732],"domain_scores_gemma":[0.99943894,0.00019961353,0.00016421107,0.000026411793,0.00009050073,0.000080324164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033725667,0.00033280315,0.00020240889,0.00040245912,0.00015591588,0.00030629654,0.0001402717,0.0002196939,0.00094202295],"category_scores_gemma":[0.0006407501,0.0001911907,0.00017932404,0.00017420665,0.00025660955,0.0003018648,0.00014198302,0.00024893662,0.00018685755],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003204193,0.000053382544,0.0041947374,0.000046445726,0.000020895079,0.00010948144,0.000041446696,0.00097593706,0.9916242,0.000033768432,0.000015532984,0.0025637369],"study_design_scores_gemma":[0.000009430872,0.00097350584,0.028165609,0.000005943848,0.0000698741,0.00013999584,0.00006909502,0.002122859,0.9680968,0.000017946351,0.000316736,0.0000122548745],"about_ca_topic_score_codex":0.0008673576,"about_ca_topic_score_gemma":0.0019985884,"teacher_disagreement_score":0.00094202295,"about_ca_system_score_codex":0.00015515907,"about_ca_system_score_gemma":0.00014150213,"threshold_uncertainty_score":0.0031513572},"labels":[],"label_agreement":null},{"id":"W4230571877","doi":"10.32920/ryerson.14654961.v1","title":"Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Fly ash; Superplasticizer; Materials science; Self-consolidating concrete; Slump; Rheology; Mortar; Cement; Viscosity; Composite material; Flow (mathematics); Geotechnical engineering; Environmental science; Mathematics; Engineering; Compressive strength","score_opus":0.019339237604857926,"score_gpt":0.2371389828570067,"score_spread":0.2177997452521488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230571877","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29153386,0.00044185462,0.6992347,0.0002780143,0.00007029682,0.00020417167,0.0006067572,0.0012991605,0.006331123],"genre_scores_gemma":[0.9164356,0.00028740813,0.07979657,0.000042277796,0.00001785452,0.00036957188,0.00047567236,0.00010173069,0.0024733837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975234,0.00005828978,0.000017540498,0.000047697846,0.00007839889,0.00004568734],"domain_scores_gemma":[0.9987025,0.0007910511,0.0001704473,0.000041717874,0.00024969596,0.00004455905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008393243,0.00085222675,0.00077125273,0.0006109978,0.00035132002,0.0007415437,0.001049521,0.0009761908,0.0009302283],"category_scores_gemma":[0.001976979,0.0006579276,0.0010662809,0.00050010224,0.00033305772,0.0005598849,0.0003784908,0.0009925417,0.00021485229],"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":[0.0000049572977,0.000015917896,0.00035216397,0.0000074933178,0.000006234756,0.000005013605,0.0000039178594,0.99766773,0.00026683338,0.0003039366,0.00003184373,0.0013338914],"study_design_scores_gemma":[0.0000010478433,0.0000064531714,0.000055476947,6.601402e-7,0.0000018658193,7.5417773e-7,0.0000011602473,0.99965715,0.00017435524,0.000060380502,0.000039480397,0.0000012456245],"about_ca_topic_score_codex":0.025101017,"about_ca_topic_score_gemma":0.017702196,"teacher_disagreement_score":0.025101017,"about_ca_system_score_codex":0.0010217923,"about_ca_system_score_gemma":0.0019195353,"threshold_uncertainty_score":0.04990983},"labels":[],"label_agreement":null},{"id":"W4231218134","doi":"10.32920/ryerson.14660427.v1","title":"Influence of formwork liners on fresh, mechanical and durability properties of cast concretes","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Sorptivity; Formwork; Durability; Materials science; Compressive strength; Composite material; Absorption of water; Penetration (warfare); Geotechnical engineering; Engineering","score_opus":0.01773263456227938,"score_gpt":0.21941375663357693,"score_spread":0.20168112207129754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231218134","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982582,0.00038492936,0.00041119615,0.000005466224,0.0000044381723,0.000005499007,0.000046265035,0.000027940836,0.0008561433],"genre_scores_gemma":[0.99887437,0.00010953373,0.0003393399,0.0000051273155,0.0000027163426,0.0000020700074,0.000039310864,0.000011984792,0.00061552675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999493,0.00010184307,0.00003102113,0.0000742362,0.00022196487,0.00007795974],"domain_scores_gemma":[0.99900216,0.00027063803,0.00033665294,0.00010850746,0.00016442366,0.00011763712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023847031,0.00048603595,0.00027202905,0.00036856715,0.00018817169,0.0003941634,0.00017886041,0.00024779642,0.0016498899],"category_scores_gemma":[0.0009056695,0.00017980755,0.00028765897,0.00018762166,0.00028003124,0.00019093073,0.00024698337,0.00028559336,0.00023834301],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005200314,0.00006547091,0.0044198516,0.00009765692,0.000029763916,0.000183279,0.00009630155,0.0013517169,0.98732924,0.00002691963,0.000038188697,0.005841553],"study_design_scores_gemma":[0.000014530418,0.0018076675,0.0630736,0.000015000716,0.000093442955,0.00028009652,0.00015507126,0.0011570593,0.9318926,0.000024370218,0.0014664738,0.000020083518],"about_ca_topic_score_codex":0.0012525897,"about_ca_topic_score_gemma":0.002601652,"teacher_disagreement_score":0.0016498899,"about_ca_system_score_codex":0.00016536823,"about_ca_system_score_gemma":0.00014770855,"threshold_uncertainty_score":0.00551939},"labels":[],"label_agreement":null},{"id":"W4231483359","doi":"10.1007/978-3-642-20617-7_100071","title":"Composites","year":2014,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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 du Québec à Trois-Rivières","funders":"","keywords":"Composite material; Materials science","score_opus":0.009060620450223779,"score_gpt":0.18293884210202238,"score_spread":0.17387822165179861,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231483359","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000721216,0.0018962354,0.005212863,0.00026676714,0.0008678937,0.000022783477,0.00016601158,0.00033282826,0.99051344],"genre_scores_gemma":[0.003262992,0.0009492059,0.001960739,0.00012234913,0.00007903439,0.000018288152,0.00015341146,0.00012270846,0.99333125],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996809,0.00001806965,0.000007776167,0.00006440465,0.00019995034,0.000028930954],"domain_scores_gemma":[0.9999018,0.000011530818,0.000005460383,0.000020627956,0.000046925263,0.000013627253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020872682,0.0010874858,0.00039773845,0.0018398751,0.0011494724,0.0018289883,0.00069043424,0.0009438544,0.16083027],"category_scores_gemma":[0.00034475012,0.00038461149,0.0003324629,0.0009181691,0.0006122613,0.0014558772,0.0012317542,0.0015469762,0.08643289],"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":[0.00005205657,0.000077848475,0.000121647885,0.00032926188,0.000007666242,0.00015048214,0.00029821036,0.00075598725,0.014771028,0.20617624,0.3429282,0.4343314],"study_design_scores_gemma":[0.0000013893284,0.0000057845864,0.00009590385,0.000032959153,0.0000017639164,0.00009802061,0.000028639617,0.0001371683,0.0022297031,0.005428729,0.99193656,0.0000033449417],"about_ca_topic_score_codex":0.0012023688,"about_ca_topic_score_gemma":0.004787736,"teacher_disagreement_score":0.16083027,"about_ca_system_score_codex":0.00072755973,"about_ca_system_score_gemma":0.00063860626,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4231500375","doi":"10.32920/ryerson.14661435.v1","title":"Lightweight Self-consolidating Concrete: Statistical Modelling, Mixture Design And Performance Evaluation","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Compressive strength; Durability; Ultimate tensile strength; Composite material; Absorption of water; Sorptivity; Flexural strength; Water content; Porosity; Ground granulated blast-furnace slag; Cement; Geotechnical engineering","score_opus":0.025821785470797182,"score_gpt":0.2484248284547402,"score_spread":0.222603042983943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231500375","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52275586,0.0002625864,0.47387213,0.00003399123,0.000011137269,0.00051467406,0.00040676538,0.0006144428,0.0015283924],"genre_scores_gemma":[0.8840456,0.00022017439,0.11285492,0.000012248702,0.0000060733396,0.0009737349,0.0004599203,0.000052663356,0.0013745863],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991479,0.0003888912,0.00005611888,0.00010585741,0.00024080092,0.00006037628],"domain_scores_gemma":[0.99791366,0.0013608702,0.00029184323,0.00012293969,0.00027767735,0.00003307066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032281855,0.0009168888,0.00091799593,0.0007122878,0.000225748,0.0004638313,0.00089334854,0.0007491694,0.0011622189],"category_scores_gemma":[0.002276502,0.00041449192,0.0010767387,0.0006265243,0.0002423264,0.00036050275,0.00042091054,0.0005798029,0.00027110576],"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":[0.00035666843,0.00036038866,0.0021623054,0.0001667304,0.00006781031,0.00003373394,0.000042563657,0.9585487,0.01639053,0.00092054845,0.00007418216,0.020875845],"study_design_scores_gemma":[0.0000133128415,0.00048318802,0.0010292034,0.0000037929403,0.000025225729,0.000009350046,0.000009581703,0.9898037,0.008184127,0.00017330935,0.00025491643,0.000010382844],"about_ca_topic_score_codex":0.0027575346,"about_ca_topic_score_gemma":0.0023314618,"teacher_disagreement_score":0.0032281855,"about_ca_system_score_codex":0.00068829046,"about_ca_system_score_gemma":0.00075375964,"threshold_uncertainty_score":0.017072499},"labels":[],"label_agreement":null},{"id":"W4231585764","doi":"10.32920/ryerson.14653947.v1","title":"Self-consolidating concrete : rheology, fresh properties and structural behaviour","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Rheology; Materials science; Self-consolidating concrete; Aggregate (composite); Mortar; Composite material; Reinforcement; Cement; Shear (geology); Structural engineering; Compressive strength; Engineering","score_opus":0.019920582790425776,"score_gpt":0.22503270592479638,"score_spread":0.2051121231343706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231585764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99825615,0.0004637297,0.0007746749,0.0000075998764,0.0000023957284,0.0000058995056,0.000058375652,0.000012797432,0.00041842798],"genre_scores_gemma":[0.998106,0.00026971637,0.0008654018,0.000004096599,0.0000012500666,0.000002661293,0.00008370729,0.0000049749374,0.0006621776],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985385,0.000015823392,0.0000087356575,0.00002123424,0.000078748715,0.000021593265],"domain_scores_gemma":[0.9998123,0.00003785125,0.000053800708,0.000015376281,0.00004413513,0.00003658589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024961279,0.00025744125,0.00015723733,0.00021840858,0.000101688776,0.00017147227,0.00013463451,0.00018242052,0.0007570227],"category_scores_gemma":[0.00027870003,0.00012039222,0.00015224236,0.00020136173,0.00019058044,0.00021457305,0.000111640424,0.00026642985,0.00015582984],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000072205374,0.000034859408,0.0024482142,0.000038288385,0.00000541373,0.000023591849,0.00003285628,0.00052501855,0.99326456,0.000036983605,0.00002086776,0.003497046],"study_design_scores_gemma":[0.0000042203715,0.0008197426,0.031473473,0.0000071579143,0.00001722865,0.000119948716,0.00004921461,0.0035737955,0.9631005,0.000027450425,0.0007986579,0.000008651277],"about_ca_topic_score_codex":0.0011773373,"about_ca_topic_score_gemma":0.0023029516,"teacher_disagreement_score":0.0011773373,"about_ca_system_score_codex":0.00014268741,"about_ca_system_score_gemma":0.00014637824,"threshold_uncertainty_score":0.0025324225},"labels":[],"label_agreement":null},{"id":"W4231805243","doi":"10.1002/9781118928806.ch3","title":"Case Studies","year":2017,"lang":"en","type":"other","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Reuse; Adaptive reuse; Architectural engineering; Engineering; Civil engineering; Component (thermodynamics); Residence; Construction engineering; Waste management; Sociology","score_opus":0.0380365547668377,"score_gpt":0.29381541307577297,"score_spread":0.25577885830893526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231805243","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28866678,0.01498819,0.02165891,0.010350047,0.0010177542,0.0040575303,0.002841017,0.00020125855,0.6562186],"genre_scores_gemma":[0.6950932,0.021453267,0.043265317,0.0037476174,0.00021328795,0.0039021769,0.0032762436,0.00024131403,0.22880764],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9956654,0.002499338,0.00023645659,0.00027258744,0.0007618026,0.0005645062],"domain_scores_gemma":[0.99631006,0.0020781155,0.00027178036,0.00033816448,0.00049086247,0.0005109731],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0044455677,0.0007432147,0.00048718302,0.003053022,0.007815301,0.003462413,0.0024708407,0.003509033,0.029436227],"category_scores_gemma":[0.008960001,0.00033679945,0.00068981433,0.004742865,0.0021420717,0.0029627837,0.004105778,0.0019253377,0.0047801174],"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":[0.0008585801,0.0038432148,0.021433137,0.0034227017,0.00010530473,0.12408265,0.095719196,0.005806877,0.002362395,0.20236284,0.20307119,0.336932],"study_design_scores_gemma":[0.00006990322,0.00022395521,0.0039098877,0.001806002,0.000029066421,0.024926387,0.08497055,0.00079996797,0.0011550814,0.014727294,0.86733544,0.00004643281],"about_ca_topic_score_codex":0.008183763,"about_ca_topic_score_gemma":0.024292193,"teacher_disagreement_score":0.97056377,"about_ca_system_score_codex":0.0036888747,"about_ca_system_score_gemma":0.0025581452,"threshold_uncertainty_score":0.098474026},"labels":[],"label_agreement":null},{"id":"W4231957757","doi":"10.32920/ryerson.14652384.v1","title":"The Use Of Wollastonite to Enhance Fresh and Mechanical Properties of Concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Queen's University","keywords":"Wollastonite; Compressive strength; Materials science; Cement; Mortar; Composite material; Pozzolan; Slump; Filler (materials); Consolidation (business); Portland cement; Chemistry","score_opus":0.033353210912358267,"score_gpt":0.24106867130488246,"score_spread":0.2077154603925242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231957757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970595,0.0005895672,0.0016762977,0.000012835057,0.0000068562213,0.000021663527,0.000034104432,0.000027781736,0.0005713524],"genre_scores_gemma":[0.99372673,0.0005434633,0.0040317345,0.000013374264,0.000003799884,0.000009596325,0.00006059358,0.00000960135,0.0016010174],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998851,0.0000164394,0.000009576899,0.000021444741,0.00004662819,0.000020862486],"domain_scores_gemma":[0.9998555,0.000017586095,0.000058458976,0.000015520043,0.000025867568,0.000027111251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016430354,0.00038138297,0.00016905527,0.00030512078,0.00010324665,0.00023239084,0.00018530116,0.00019880253,0.00070854655],"category_scores_gemma":[0.00013289865,0.00012933672,0.0002585605,0.0001406887,0.00018779367,0.0002506392,0.00019627452,0.00023715974,0.00015679807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005910681,0.00005649599,0.00021767139,0.000053081574,0.000005562458,0.000022199261,0.000008359186,0.00012862762,0.9974025,0.000029258235,0.0000056157646,0.002011546],"study_design_scores_gemma":[0.000004196104,0.000672405,0.0019234108,0.0000050625104,0.000015164395,0.000044456105,0.000008827423,0.00025376372,0.9964541,0.0000074113855,0.0006082462,0.0000029868895],"about_ca_topic_score_codex":0.0004159392,"about_ca_topic_score_gemma":0.0016251713,"teacher_disagreement_score":0.00070854655,"about_ca_system_score_codex":0.00010620026,"about_ca_system_score_gemma":0.00015857346,"threshold_uncertainty_score":0.0023703575},"labels":[],"label_agreement":null},{"id":"W4233435348","doi":"10.1002/adem.202070047","title":"3D‐Printed Wood‐Fiber Reinforced Architected Cellular Composites","year":2020,"lang":"en","type":"article","venue":"Advanced Engineering Materials","topic":"Innovations in Concrete and Construction Materials","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":"McGill University","funders":"","keywords":"Materials science; Composite material; 3d printed; Fiber; 3D printing; Manufacturing engineering; Engineering","score_opus":0.006301890563818664,"score_gpt":0.1839853658725162,"score_spread":0.17768347530869755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233435348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91684365,0.00084730744,0.06337367,0.00007430315,0.0002120848,0.000039695635,0.00072692544,0.0012653098,0.016617065],"genre_scores_gemma":[0.9572579,0.00041830522,0.033298876,0.000036724585,0.000012589246,0.000030744966,0.00030174712,0.00007146919,0.008571622],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999429,0.000003677154,0.000002819552,0.0000120660225,0.000026329746,0.0000121995945],"domain_scores_gemma":[0.9999552,0.000010220835,0.0000099751705,0.000010938158,0.000007251225,0.0000064205847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005621375,0.00030631723,0.000112522896,0.00029489415,0.00014096344,0.00033936987,0.00017488119,0.00029769525,0.0017351394],"category_scores_gemma":[0.00008109235,0.00020545347,0.00028446154,0.00017281163,0.000154876,0.00016512559,0.00017396016,0.00034145467,0.0006942602],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018009721,0.000012597536,0.000102298494,0.000029363702,0.0000035355079,0.00010252664,0.000023612789,0.0026774846,0.9897266,0.0005167313,0.000114028,0.006673083],"study_design_scores_gemma":[0.0000034950826,0.000051467145,0.00093766727,0.0000029527864,0.00000737964,0.00013581787,0.000013227124,0.0040713265,0.99004036,0.00012342018,0.0046007656,0.00001201229],"about_ca_topic_score_codex":0.00039682383,"about_ca_topic_score_gemma":0.0021174871,"teacher_disagreement_score":0.0017351394,"about_ca_system_score_codex":0.00018454915,"about_ca_system_score_gemma":0.000121241974,"threshold_uncertainty_score":0.005804658},"labels":[],"label_agreement":null},{"id":"W4233732717","doi":"10.1007/978-3-662-53120-4_300221","title":"Environmentally Benign Manufacturing","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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 du Québec à Trois-Rivières","funders":"","keywords":"Business","score_opus":0.00718303296952439,"score_gpt":0.16324036903443176,"score_spread":0.15605733606490738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233732717","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00056412414,0.0028927065,0.002232874,0.0007170529,0.0003948371,0.000011916813,0.000023617375,0.0000547584,0.99310815],"genre_scores_gemma":[0.009667982,0.00313185,0.0014619548,0.0005638324,0.00014563001,0.000015209131,0.00002777225,0.000044187644,0.9849416],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99960035,0.000049489838,0.000008380724,0.000059220398,0.00023829249,0.00004433614],"domain_scores_gemma":[0.99991167,0.00002194303,0.0000076333445,0.000025804167,0.00002406849,0.000008839158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022302668,0.000721004,0.00020248553,0.00078956084,0.0013104097,0.0023994173,0.00048034254,0.0010770115,0.045017924],"category_scores_gemma":[0.00036051683,0.0002508505,0.00019781795,0.0005852735,0.0017387317,0.0013973928,0.001504768,0.0017217408,0.020329338],"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":[0.00001032827,0.000035777673,0.00007826898,0.00014739114,0.0000025537554,0.0000850513,0.00039910845,0.00036647252,0.0021737863,0.7065919,0.14496091,0.14514837],"study_design_scores_gemma":[6.9500567e-7,0.0000066181024,0.00011881672,0.00005697926,8.8264085e-7,0.00006696303,0.000060720322,0.000073384406,0.0006112202,0.032448445,0.966553,0.0000023571683],"about_ca_topic_score_codex":0.0014040023,"about_ca_topic_score_gemma":0.007069446,"teacher_disagreement_score":0.045017924,"about_ca_system_score_codex":0.0015510087,"about_ca_system_score_gemma":0.0010855776,"threshold_uncertainty_score":0.15059996},"labels":[],"label_agreement":null},{"id":"W4235955142","doi":"10.1007/978-1-4615-0531-0_16","title":"Cement, Ceramics, and Composites","year":2002,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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 Manitoba","funders":"","keywords":"Portland cement; Cement; Aggregate (composite); Composite material; Materials science; Tonne; Forensic engineering; Engineering; Waste management","score_opus":0.01430448683233061,"score_gpt":0.18041466339741094,"score_spread":0.16611017656508034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235955142","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010229747,0.08174311,0.003961988,0.0011404089,0.0014426834,0.000023595256,0.000053412514,0.00009378883,0.91051805],"genre_scores_gemma":[0.0073651127,0.043692652,0.0027461248,0.0004992972,0.0003648202,0.000026681691,0.00006667494,0.000059551,0.9451791],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998474,0.000012658451,0.0000048641627,0.000019943845,0.00010256274,0.000012515295],"domain_scores_gemma":[0.99992335,0.000032500604,0.0000041510925,0.000008242698,0.000023072285,0.000008658553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017279435,0.0008108164,0.00036357864,0.0010553775,0.00083611504,0.0018100601,0.0006290897,0.0008258853,0.02358246],"category_scores_gemma":[0.0003632627,0.0002591239,0.0002489722,0.0014312248,0.0011739698,0.0015654475,0.0005839446,0.0017473982,0.008743995],"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":[0.000022096592,0.000092519265,0.00011494318,0.00045303366,0.0000050994076,0.000106491054,0.00062052684,0.00071103906,0.0015824686,0.44731125,0.24436389,0.30461657],"study_design_scores_gemma":[0.0000015949736,0.000005752898,0.00014848539,0.00009871593,0.000002308112,0.000083190665,0.00008905051,0.00010018417,0.00020984118,0.028327858,0.97093046,0.0000025367838],"about_ca_topic_score_codex":0.0028372528,"about_ca_topic_score_gemma":0.016211174,"teacher_disagreement_score":0.02358246,"about_ca_system_score_codex":0.0009929867,"about_ca_system_score_gemma":0.0013081053,"threshold_uncertainty_score":0.07889116},"labels":[],"label_agreement":null},{"id":"W4237702775","doi":"10.1002/1097-4563(200007)17:7<365::aid-rob2>3.3.co;2-2","title":"Reconfigurable main‐arm for assembly of all revolute‐only kinematically simple branches","year":2000,"lang":"en","type":"article","venue":"Journal of Robotic Systems","topic":"Innovations in Concrete and Construction Materials","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 Victoria","funders":"","keywords":"Revolute joint; Kinematics; Joint (building); Control reconfiguration; Simple (philosophy); Perpendicular; Engineering; Computer science; Structural engineering; Mathematics; Geometry; Mechanical engineering; Constraint (computer-aided design); Physics; Classical mechanics","score_opus":0.019229269737915333,"score_gpt":0.24472980782393067,"score_spread":0.22550053808601533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237702775","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20414938,0.00036706566,0.76801866,0.00009314923,0.000080467005,0.00012945298,0.00017718424,0.004122054,0.022862583],"genre_scores_gemma":[0.6332296,0.00013086542,0.35778293,0.00004069516,0.000019985759,0.0001407155,0.00024586948,0.00013900877,0.0082703335],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999821,0.000030331727,0.000013780279,0.000048238468,0.000056583965,0.000030047104],"domain_scores_gemma":[0.99972194,0.000047964015,0.000064484746,0.00010579174,0.00003731799,0.00002247113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021136901,0.00047496404,0.0002507054,0.00033053444,0.000303677,0.00033561734,0.00050494855,0.00026919617,0.005209884],"category_scores_gemma":[0.00033002687,0.00029174308,0.00037394548,0.00024115805,0.00035718715,0.00034237813,0.00044189443,0.00035094243,0.0017305367],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004901939,0.00012835392,0.0013325805,0.00036576693,0.000053306267,0.00044561658,0.00016784195,0.06488805,0.60408133,0.020066943,0.00224261,0.3057374],"study_design_scores_gemma":[0.00024787307,0.0029369623,0.010640594,0.00009783699,0.00015125179,0.0029729994,0.00013127143,0.36551845,0.48065004,0.020599848,0.11591685,0.00013603311],"about_ca_topic_score_codex":0.00023749711,"about_ca_topic_score_gemma":0.0005994953,"teacher_disagreement_score":0.005209884,"about_ca_system_score_codex":0.0002269291,"about_ca_system_score_gemma":0.00036602994,"threshold_uncertainty_score":0.017428815},"labels":[],"label_agreement":null},{"id":"W4238029680","doi":"10.32920/ryerson.14654961","title":"Development of statistical models to simulate and optimize self-consolidating concrete mixes incorporating high volumes of fly ash","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Fly ash; Superplasticizer; Self-consolidating concrete; Materials science; Slump; Rheology; Mortar; Cement; Viscosity; Flow (mathematics); Geotechnical engineering; Composite material; Environmental science; Mathematics; Engineering; Compressive strength","score_opus":0.019339237604857926,"score_gpt":0.2371389828570067,"score_spread":0.2177997452521488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238029680","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29153386,0.00044185462,0.6992347,0.0002780143,0.00007029682,0.00020417167,0.0006067572,0.0012991605,0.006331123],"genre_scores_gemma":[0.9164356,0.00028740813,0.07979657,0.000042277796,0.00001785452,0.00036957188,0.00047567236,0.00010173069,0.0024733837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975234,0.00005828978,0.000017540498,0.000047697846,0.00007839889,0.00004568734],"domain_scores_gemma":[0.9987025,0.0007910511,0.0001704473,0.000041717874,0.00024969596,0.00004455905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008393243,0.00085222675,0.00077125273,0.0006109978,0.00035132002,0.0007415437,0.001049521,0.0009761908,0.0009302283],"category_scores_gemma":[0.001976979,0.0006579276,0.0010662809,0.00050010224,0.00033305772,0.0005598849,0.0003784908,0.0009925417,0.00021485229],"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":[0.0000049572977,0.000015917896,0.00035216397,0.0000074933178,0.000006234756,0.000005013605,0.0000039178594,0.99766773,0.00026683338,0.0003039366,0.00003184373,0.0013338914],"study_design_scores_gemma":[0.0000010478433,0.0000064531714,0.000055476947,6.601402e-7,0.0000018658193,7.5417773e-7,0.0000011602473,0.99965715,0.00017435524,0.000060380502,0.000039480397,0.0000012456245],"about_ca_topic_score_codex":0.025101017,"about_ca_topic_score_gemma":0.017702196,"teacher_disagreement_score":0.025101017,"about_ca_system_score_codex":0.0010217923,"about_ca_system_score_gemma":0.0019195353,"threshold_uncertainty_score":0.04990983},"labels":[],"label_agreement":null},{"id":"W4248192225","doi":"10.11159/icsect20.133","title":"Production Planning of Free-form Concrete Panels using 3D PlasteringTechnology","year":2020,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Ministry of Education, India; National Research Foundation of Korea; National Research Foundation","keywords":"Computer science; Production (economics); Engineering drawing; Construction engineering; Engineering","score_opus":0.011778004534917053,"score_gpt":0.19529401102859298,"score_spread":0.18351600649367592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248192225","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17218046,0.0003093101,0.81400293,0.00009019887,0.000024157018,0.00029448324,0.00043092374,0.0005303461,0.012137168],"genre_scores_gemma":[0.8122516,0.00045035165,0.1835251,0.000015882217,0.0000036466552,0.00024878822,0.00049404387,0.00010095665,0.0029096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974376,0.00007403958,0.000012943437,0.000046481488,0.00008575253,0.000036958954],"domain_scores_gemma":[0.9996412,0.00019317969,0.00006366976,0.000030224985,0.000046668323,0.00002508087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003672505,0.00070524256,0.00047680255,0.0005425114,0.00039347523,0.00091270416,0.0005300991,0.0006642912,0.002945394],"category_scores_gemma":[0.00070491567,0.0007112673,0.0007915779,0.00054320914,0.0004150128,0.0005783075,0.00049843587,0.00044718906,0.00043005153],"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":[0.000019488883,0.000018489118,0.0005580185,0.00005393301,0.0000057726393,0.00006824901,0.000032654178,0.985209,0.0038304974,0.00076511706,0.00010472062,0.009334071],"study_design_scores_gemma":[0.0000054079615,0.00006080036,0.0007256092,0.000010880473,0.000009755473,0.00004331734,0.00006173144,0.9913606,0.0055698655,0.0010841597,0.0010534917,0.000014316784],"about_ca_topic_score_codex":0.007482348,"about_ca_topic_score_gemma":0.011195211,"teacher_disagreement_score":0.007482348,"about_ca_system_score_codex":0.00086268876,"about_ca_system_score_gemma":0.0012167935,"threshold_uncertainty_score":0.014877617},"labels":[],"label_agreement":null},{"id":"W4251633190","doi":"10.32920/ryerson.14653947","title":"Self-consolidating concrete : rheology, fresh properties and structural behaviour","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Rheology; Materials science; Aggregate (composite); Self-consolidating concrete; Mortar; Composite material; Reinforcement; Cement; Structural engineering; Compressive strength; Engineering","score_opus":0.019920582790425776,"score_gpt":0.22503270592479638,"score_spread":0.2051121231343706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251633190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99825615,0.0004637297,0.0007746749,0.0000075998764,0.0000023957284,0.0000058995056,0.000058375652,0.000012797432,0.00041842798],"genre_scores_gemma":[0.998106,0.00026971637,0.0008654018,0.000004096599,0.0000012500666,0.000002661293,0.00008370729,0.0000049749374,0.0006621776],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985385,0.000015823392,0.0000087356575,0.00002123424,0.000078748715,0.000021593265],"domain_scores_gemma":[0.9998123,0.00003785125,0.000053800708,0.000015376281,0.00004413513,0.00003658589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024961279,0.00025744125,0.00015723733,0.00021840858,0.000101688776,0.00017147227,0.00013463451,0.00018242052,0.0007570227],"category_scores_gemma":[0.00027870003,0.00012039222,0.00015224236,0.00020136173,0.00019058044,0.00021457305,0.000111640424,0.00026642985,0.00015582984],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000072205374,0.000034859408,0.0024482142,0.000038288385,0.00000541373,0.000023591849,0.00003285628,0.00052501855,0.99326456,0.000036983605,0.00002086776,0.003497046],"study_design_scores_gemma":[0.0000042203715,0.0008197426,0.031473473,0.0000071579143,0.00001722865,0.000119948716,0.00004921461,0.0035737955,0.9631005,0.000027450425,0.0007986579,0.000008651277],"about_ca_topic_score_codex":0.0011773373,"about_ca_topic_score_gemma":0.0023029516,"teacher_disagreement_score":0.0011773373,"about_ca_system_score_codex":0.00014268741,"about_ca_system_score_gemma":0.00014637824,"threshold_uncertainty_score":0.0025324225},"labels":[],"label_agreement":null},{"id":"W4254072666","doi":"10.1520/stp49021s","title":"Convective Mass Transfer Coefficients for Gypsum and Wood Paneling","year":2010,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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 Saskatchewan; Golder Associates (Canada)","funders":"","keywords":"Gypsum; Mass transfer; Convection; Environmental science; Geography; Chemistry; Geology; Meteorology; Chromatography; Paleontology","score_opus":0.013030272950171076,"score_gpt":0.20345321919523837,"score_spread":0.19042294624506728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254072666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8482218,0.007935124,0.11698816,0.00015372438,0.000084159175,0.00009079258,0.0012946194,0.0007590937,0.024472585],"genre_scores_gemma":[0.9716157,0.0019576894,0.014142451,0.000035422276,0.000010405999,0.000056519082,0.00092052226,0.000104479375,0.011156755],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973744,0.000014453986,0.000006254421,0.000051407318,0.00016587382,0.000024536135],"domain_scores_gemma":[0.9998393,0.00006996597,0.000026077014,0.000020223391,0.000038376595,0.0000060036646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026602604,0.00029683876,0.00021876373,0.0006597668,0.00017214262,0.0004297022,0.0005368213,0.00019617236,0.0010945627],"category_scores_gemma":[0.0007043751,0.00018058864,0.00015088114,0.00077806856,0.00027463265,0.00035349905,0.00028541425,0.00034405914,0.00038733336],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008571286,0.000031799256,0.005337039,0.00023019206,0.00001996573,0.000115000956,0.00036255937,0.02702955,0.8536227,0.0026015737,0.0016235121,0.10894043],"study_design_scores_gemma":[0.000007090462,0.00012838488,0.049853917,0.000035359015,0.000030720268,0.00037370773,0.00012798734,0.04715446,0.8810169,0.0014625139,0.019741116,0.0000676897],"about_ca_topic_score_codex":0.0042683785,"about_ca_topic_score_gemma":0.007620399,"teacher_disagreement_score":0.0042683785,"about_ca_system_score_codex":0.0009445863,"about_ca_system_score_gemma":0.00037881357,"threshold_uncertainty_score":0.008487046},"labels":[],"label_agreement":null},{"id":"W4256130564","doi":"10.32920/ryerson.14660427","title":"Influence of formwork liners on fresh, mechanical and durability properties of cast concretes","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Formwork; Sorptivity; Durability; Materials science; Compressive strength; Composite material; Absorption of water; Penetration (warfare); Geotechnical engineering; Engineering","score_opus":0.01773263456227938,"score_gpt":0.21941375663357693,"score_spread":0.20168112207129754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256130564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982582,0.00038492936,0.00041119615,0.000005466224,0.0000044381723,0.000005499007,0.000046265035,0.000027940836,0.0008561433],"genre_scores_gemma":[0.99887437,0.00010953373,0.0003393399,0.0000051273155,0.0000027163426,0.0000020700074,0.000039310864,0.000011984792,0.00061552675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999493,0.00010184307,0.00003102113,0.0000742362,0.00022196487,0.00007795974],"domain_scores_gemma":[0.99900216,0.00027063803,0.00033665294,0.00010850746,0.00016442366,0.00011763712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023847031,0.00048603595,0.00027202905,0.00036856715,0.00018817169,0.0003941634,0.00017886041,0.00024779642,0.0016498899],"category_scores_gemma":[0.0009056695,0.00017980755,0.00028765897,0.00018762166,0.00028003124,0.00019093073,0.00024698337,0.00028559336,0.00023834301],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005200314,0.00006547091,0.0044198516,0.00009765692,0.000029763916,0.000183279,0.00009630155,0.0013517169,0.98732924,0.00002691963,0.000038188697,0.005841553],"study_design_scores_gemma":[0.000014530418,0.0018076675,0.0630736,0.000015000716,0.000093442955,0.00028009652,0.00015507126,0.0011570593,0.9318926,0.000024370218,0.0014664738,0.000020083518],"about_ca_topic_score_codex":0.0012525897,"about_ca_topic_score_gemma":0.002601652,"teacher_disagreement_score":0.0016498899,"about_ca_system_score_codex":0.00016536823,"about_ca_system_score_gemma":0.00014770855,"threshold_uncertainty_score":0.00551939},"labels":[],"label_agreement":null},{"id":"W4281695356","doi":"10.1016/j.jobe.2022.104745","title":"Optimization of 3D printing concrete with coarse aggregate via proper mix design and printing process","year":2022,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":108,"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":"National Natural Science Foundation of China","keywords":"Materials science; Microstructure; Extrusion; Shrinkage; Aggregate (composite); Rheology; Composite material; Cementitious; 3D printing; Cement","score_opus":0.00736110435994295,"score_gpt":0.19810452195376657,"score_spread":0.19074341759382363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281695356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7523898,0.000687995,0.23650564,0.00005794283,0.00006570794,0.000073946714,0.0001937876,0.0010067783,0.009018384],"genre_scores_gemma":[0.9575146,0.00013916136,0.04117166,0.0000073498077,0.0000051137977,0.000031055657,0.00006184795,0.00007237547,0.0009968099],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959,0.000036277605,0.00003057282,0.00008048983,0.00020902196,0.000053687883],"domain_scores_gemma":[0.99966776,0.0000942166,0.00010190226,0.000048982285,0.000066243265,0.000020899466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032525253,0.0007262712,0.00060102827,0.0006271268,0.00027223065,0.0011056872,0.00054907944,0.0006925189,0.0019255357],"category_scores_gemma":[0.0005542648,0.0005000045,0.0007521044,0.00066558213,0.0002573068,0.00064622733,0.0005106941,0.0003937848,0.00046982686],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002621538,0.0001670408,0.0017098893,0.00027927847,0.000055011973,0.00017545336,0.00004747089,0.33921665,0.6234757,0.0014877865,0.00020575584,0.032917816],"study_design_scores_gemma":[0.00003265638,0.00042630208,0.003107061,0.00001087288,0.000099059,0.00014347487,0.000036432946,0.5189433,0.47512496,0.00047211917,0.0015463711,0.000057334833],"about_ca_topic_score_codex":0.00076851295,"about_ca_topic_score_gemma":0.0016540508,"teacher_disagreement_score":0.0019255357,"about_ca_system_score_codex":0.00048472456,"about_ca_system_score_gemma":0.0004466786,"threshold_uncertainty_score":0.0064415336},"labels":[],"label_agreement":null},{"id":"W4281786415","doi":"10.1089/3dp.2021.0247","title":"Experimental Study on Mechanical Properties of 3D-Printed Specimens of Iron Oxide, Quartz, and Bedded Composites Under Uniaxial Compression and Indirect Tensile Strength","year":2022,"lang":"en","type":"article","venue":"3D Printing and Additive Manufacturing","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"","keywords":"Ultimate tensile strength; Materials science; Composite material; Compressive strength; Brittleness; Breakage; Compression (physics); Quartz","score_opus":0.018794548825222395,"score_gpt":0.22711563490069325,"score_spread":0.20832108607547087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281786415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967539,0.0001164179,0.0021972596,0.000010268118,0.000010772591,0.0000145117765,0.00016358275,0.00004326396,0.0006899842],"genre_scores_gemma":[0.994478,0.000095705145,0.004267051,0.000014799069,0.0000045032325,0.00002783564,0.00015800704,0.000016441662,0.0009376293],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997944,0.000010981162,0.00002057231,0.000054935455,0.00009559338,0.000023448649],"domain_scores_gemma":[0.9994867,0.00012458113,0.00011529764,0.00009607605,0.00012860418,0.000048787326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022625588,0.00038699844,0.00014505548,0.0002480995,0.00023983567,0.00012481929,0.00017211554,0.00032052677,0.001408065],"category_scores_gemma":[0.00029982693,0.000213711,0.00021964636,0.00024426798,0.00032669635,0.00017049228,0.0001670604,0.00031405358,0.00017702108],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014704825,0.000009351145,0.00045441353,0.000023876917,0.000003118489,0.000070558795,0.000043609365,0.0001530905,0.99843794,0.000014299593,0.000011063926,0.000763948],"study_design_scores_gemma":[0.0000039738366,0.00024704324,0.022406744,0.0000041343674,0.000014491067,0.00016056412,0.000092819675,0.0008069395,0.9757431,0.000014736741,0.0004965397,0.000008863688],"about_ca_topic_score_codex":0.00053396507,"about_ca_topic_score_gemma":0.0023709114,"teacher_disagreement_score":0.001408065,"about_ca_system_score_codex":0.00014441759,"about_ca_system_score_gemma":0.000094758354,"threshold_uncertainty_score":0.004710436},"labels":[],"label_agreement":null},{"id":"W4285694873","doi":"","title":"MODEL ADAPTIVITY DRIVEN BY MODEL ERROR, APPLICATION FOR 3D WOVEN COMPOSITES","year":2021,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Safran Electronics (Canada)","funders":"","keywords":"Composite material; Computer science; Materials science","score_opus":0.01810201883438758,"score_gpt":0.22837439489880287,"score_spread":0.2102723760644153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285694873","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.057166826,0.00014038043,0.93868893,0.00015337071,0.00008400913,0.00003508821,0.000055239478,0.002074438,0.0016015819],"genre_scores_gemma":[0.87180084,0.00017034894,0.12316525,0.00007357144,0.00004129598,0.000096797616,0.0001409535,0.0008081688,0.0037028305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995865,0.000108699496,0.000023827319,0.000089700654,0.00015739894,0.00003388276],"domain_scores_gemma":[0.99830014,0.0009108754,0.00015896626,0.00031209862,0.0002487214,0.0000692084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001146982,0.00078394025,0.0010554559,0.0004029659,0.00036662258,0.0010513684,0.0008037665,0.0014256807,0.0020336148],"category_scores_gemma":[0.004005103,0.0006913877,0.00090414047,0.00038780592,0.0008799537,0.0008112187,0.0019144508,0.0014117063,0.00037586206],"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":[0.00016789528,0.00006246916,0.00046611612,0.000076944634,0.000034090775,0.00012811655,0.000093374125,0.9480768,0.021177685,0.0022907096,0.00037286693,0.027052967],"study_design_scores_gemma":[0.000003403542,0.000008972041,0.000059268918,0.0000019936697,0.0000025313777,0.000008158773,0.0000037063605,0.9976992,0.0016568846,0.0004183912,0.00013414602,0.0000033298522],"about_ca_topic_score_codex":0.0035321014,"about_ca_topic_score_gemma":0.0023968255,"teacher_disagreement_score":0.0035321014,"about_ca_system_score_codex":0.00044034404,"about_ca_system_score_gemma":0.00056095695,"threshold_uncertainty_score":0.007023096},"labels":[],"label_agreement":null},{"id":"W4285722030","doi":"10.52842/conf.caadria.2020.2.243","title":"Autonomous in Craft - Embedding Human Sensibility in Architectural Robotic Fabrication","year":2020,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Computer-Aided Architectural Design Research in Asia","topic":"Innovations in Concrete and Construction Materials","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":"Azrieli Foundation","keywords":"Craft; Context (archaeology); Robotics; Computer science; Process (computing); Robot; Embedding; Sensibility; Human–computer interaction; Artificial intelligence; Engineering","score_opus":0.13479767824986005,"score_gpt":0.34575338310192855,"score_spread":0.2109557048520685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285722030","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15821177,0.00034417488,0.7939083,0.00038345647,0.000064898566,0.00023199483,0.000055115164,0.0015249586,0.04527535],"genre_scores_gemma":[0.78078854,0.0002446279,0.20587708,0.00009569705,0.000013752061,0.0001290427,0.00004369696,0.00012380812,0.012683706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993979,0.00016311723,0.000026014442,0.00014422888,0.000209529,0.000059283033],"domain_scores_gemma":[0.9991062,0.0003235835,0.000075119446,0.00035380907,0.00007662194,0.000064624255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000690403,0.00040203024,0.00021713536,0.00034476313,0.00060610345,0.0014633859,0.0009675638,0.0007677879,0.0054840837],"category_scores_gemma":[0.0019320971,0.00043255085,0.00030339888,0.00016485625,0.0034484465,0.0019311052,0.0029591531,0.0005630522,0.0011668402],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032216072,0.0002955453,0.0025773891,0.00059201353,0.000041109677,0.0008795444,0.0052117244,0.0716463,0.5000337,0.13905479,0.0019066914,0.2774391],"study_design_scores_gemma":[0.00008942539,0.0009761015,0.01087841,0.00032734664,0.00007280904,0.0027498514,0.003182242,0.32720652,0.41101196,0.14698139,0.096255094,0.00026891823],"about_ca_topic_score_codex":0.0007686994,"about_ca_topic_score_gemma":0.0014057677,"teacher_disagreement_score":0.0054840837,"about_ca_system_score_codex":0.00028838916,"about_ca_system_score_gemma":0.0008791291,"threshold_uncertainty_score":0.018346071},"labels":[],"label_agreement":null},{"id":"W4288468270","doi":"10.1039/d2dd00040g","title":"Automating mix design for 3D concrete printing using optimization methods","year":2022,"lang":"en","type":"article","venue":"Digital Discovery","topic":"Innovations in Concrete and Construction Materials","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":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"3D printing; Workload; Computer science; Process (computing); Representation (politics); Engineering drawing; Process engineering; Manufacturing engineering; Mortar; Engineering; Mechanical engineering; Materials science; Composite material","score_opus":0.03591612761025569,"score_gpt":0.2907614220268494,"score_spread":0.2548452944165937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288468270","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012749523,0.00007821627,0.9826729,0.00003251438,0.000015095465,0.000048332306,0.00006897343,0.0011225713,0.0032118207],"genre_scores_gemma":[0.20730413,0.00013952814,0.78920907,0.000032211945,0.000008589028,0.00017160799,0.00019678818,0.00043631686,0.0025017345],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996051,0.000061327046,0.000021723537,0.00007175974,0.00020517428,0.000034917877],"domain_scores_gemma":[0.99972004,0.00013427348,0.000044225184,0.00003746991,0.000053362946,0.000010585335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005264191,0.00085990253,0.00049591967,0.00068292255,0.0003579966,0.00101763,0.00056525145,0.00063586724,0.0053070174],"category_scores_gemma":[0.00075760006,0.00063925295,0.0008781864,0.00047496788,0.0004046568,0.00065254,0.0007744336,0.0008392472,0.0015206345],"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":[0.00007612173,0.000092701084,0.000757369,0.00026272607,0.000045687695,0.00006958574,0.000084958236,0.7307757,0.14903788,0.009446789,0.0011400018,0.108210355],"study_design_scores_gemma":[0.000009704301,0.000056103243,0.00020773381,0.000009943124,0.000012056485,0.000040043822,0.000016319224,0.94347024,0.04925105,0.002564609,0.004343983,0.000018286966],"about_ca_topic_score_codex":0.0011654344,"about_ca_topic_score_gemma":0.003084925,"teacher_disagreement_score":0.0053070174,"about_ca_system_score_codex":0.00061934436,"about_ca_system_score_gemma":0.00083248114,"threshold_uncertainty_score":0.01775372},"labels":[],"label_agreement":null},{"id":"W4290997055","doi":"10.3390/automation3030023","title":"Scientometric Analysis for Cross-Laminated Timber in the Context of Construction 4.0","year":2022,"lang":"en","type":"article","venue":"Automation","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":15,"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; University of Alberta","keywords":"Context (archaeology); Citation; Scopus; Automation; Computer science; Data science; Engineering; Architectural engineering; Geography; World Wide Web; Political science; Mechanical engineering","score_opus":0.015428990623484339,"score_gpt":0.2745642789252828,"score_spread":0.25913528830179844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4290997055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7287872,0.07449553,0.007745656,0.0071088606,0.0008595501,0.0014307002,0.050516862,0.0003547635,0.12870082],"genre_scores_gemma":[0.9502788,0.02089896,0.004631174,0.0003149624,0.0007495689,0.001210986,0.018192274,0.00010704647,0.0036161847],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.98259556,0.004650927,0.0027671878,0.0013488532,0.007508511,0.0011289264],"domain_scores_gemma":[0.9384784,0.035198163,0.011628431,0.0023481331,0.010972294,0.0013745497],"candidate_categories":["bibliometrics"],"consensus_categories":[],"category_scores_codex":[0.012548229,0.0007047726,0.0016205913,0.15636884,0.0016524288,0.006572956,0.0007743989,0.0008614094,0.008456832],"category_scores_gemma":[0.06457049,0.0002235668,0.0024664665,0.22617139,0.0014714951,0.0042511765,0.0031739392,0.0006533316,0.0014490306],"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":[0.0004443065,0.00030136248,0.5236282,0.034263365,0.0035559624,0.0029926791,0.022606898,0.00413927,0.0021454012,0.048156295,0.064589955,0.29317632],"study_design_scores_gemma":[0.000037894177,0.00025795575,0.7769674,0.0046124402,0.0017854337,0.0013276342,0.027803725,0.0039949445,0.0011311289,0.011402636,0.17053008,0.00014872791],"about_ca_topic_score_codex":0.007116858,"about_ca_topic_score_gemma":0.0064049494,"teacher_disagreement_score":0.84363115,"about_ca_system_score_codex":0.0032549996,"about_ca_system_score_gemma":0.0058361306,"threshold_uncertainty_score":0.06636214},"labels":[],"label_agreement":null},{"id":"W4293069257","doi":"10.1007/978-981-19-1029-6_25","title":"The Use of BIM for Robotic 3D Concrete Printing","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Interoperability; Digitization; Building information modeling; Process (computing); 3D printing; Computer science; Engineering; Systems engineering; Information exchange; Construction engineering; Software engineering; Process management; Manufacturing engineering; Engineering management; World Wide Web; Operations management; Mechanical engineering","score_opus":0.02269397083811484,"score_gpt":0.2078401327098689,"score_spread":0.18514616187175406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293069257","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011513277,0.0043643806,0.8309063,0.00037972297,0.0004205345,0.000057437675,0.0001787813,0.003867536,0.14831202],"genre_scores_gemma":[0.18911432,0.0054197065,0.70746666,0.00029639693,0.000116982614,0.00012025623,0.00056438457,0.0013442138,0.09555701],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993298,0.00008769018,0.00001496036,0.00006200708,0.00046416227,0.000041366522],"domain_scores_gemma":[0.9996766,0.00012170998,0.000016758673,0.000121455705,0.000051891224,0.000011671244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056742656,0.0006303197,0.00038883914,0.00083381246,0.000397322,0.0015048053,0.0010472639,0.00076792436,0.01001863],"category_scores_gemma":[0.0007446536,0.0007957489,0.0006239708,0.0008256756,0.0006653918,0.0016994972,0.002330027,0.0010182224,0.0046868334],"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":[0.00006295003,0.000090400696,0.00028485028,0.00038962867,0.000029334873,0.0003328183,0.00022164262,0.030946406,0.0692295,0.095891885,0.015169177,0.7873514],"study_design_scores_gemma":[0.000020953568,0.00021302678,0.0016230934,0.0003159018,0.000040277784,0.003752654,0.00014739564,0.2106611,0.14043371,0.062305104,0.5803748,0.0001120618],"about_ca_topic_score_codex":0.0004129894,"about_ca_topic_score_gemma":0.00090847147,"teacher_disagreement_score":0.01001863,"about_ca_system_score_codex":0.0003112698,"about_ca_system_score_gemma":0.00036829422,"threshold_uncertainty_score":0.033515632},"labels":[],"label_agreement":null},{"id":"W4293074044","doi":"10.11159/iccste22.156","title":"Pull-out of Basalt Fibre Pellets from Cementitious Composites","year":2022,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pellets; Composite material; Materials science; Basalt; Basalt fiber; Fiber; Geology","score_opus":0.012053104474275085,"score_gpt":0.20646790544026247,"score_spread":0.1944148009659874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293074044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99405414,0.00045966954,0.0042472347,0.000028693641,0.000028335722,0.000046473127,0.00010992319,0.000048938266,0.0009767279],"genre_scores_gemma":[0.9845031,0.00069465203,0.01093218,0.00003492898,0.000013839899,0.000052625524,0.0002439933,0.0000778065,0.003446923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998615,0.000008547157,0.000007944946,0.000033446533,0.00005874586,0.000029721932],"domain_scores_gemma":[0.9998192,0.00005583607,0.00004178189,0.000019978137,0.000032810778,0.000030406221],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018908642,0.00053114956,0.00031657482,0.00019430058,0.00024322497,0.00019122662,0.00014939059,0.00027757883,0.0011060032],"category_scores_gemma":[0.00019885464,0.00017864958,0.00033461626,0.00011240922,0.00016804117,0.00029998933,0.00020518368,0.000493071,0.00041666604],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018846355,0.000005915864,0.000038185655,0.000020098416,0.0000016137067,0.000021488037,0.000015495876,0.000017825714,0.99932444,0.000008957649,0.000005166211,0.00052195945],"study_design_scores_gemma":[0.0000021193446,0.00009127496,0.0012121983,0.0000040446025,0.0000038308763,0.00004123835,0.000026533338,0.00019789064,0.99795735,0.000007796956,0.00045237507,0.0000033053045],"about_ca_topic_score_codex":0.0005996904,"about_ca_topic_score_gemma":0.0017570909,"teacher_disagreement_score":0.0011060032,"about_ca_system_score_codex":0.00010467197,"about_ca_system_score_gemma":0.00017996828,"threshold_uncertainty_score":0.0036998987},"labels":[],"label_agreement":null},{"id":"W4293116018","doi":"10.11159/mmme22.111","title":"Optimization of CWP-Slag Blended Geopolymer Concrete using Taguchi Method","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Taguchi methods; Geopolymer; Slag (welding); Geopolymer cement; Materials science; Waste management; Metallurgy; Fly ash; Composite material; Engineering","score_opus":0.007940452430967287,"score_gpt":0.2168761362612774,"score_spread":0.20893568383031014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293116018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75964004,0.003613284,0.23340338,0.00007169452,0.000042600193,0.00027634125,0.00017274744,0.00021548977,0.0025643776],"genre_scores_gemma":[0.814712,0.0021619857,0.181229,0.00003515419,0.000011708528,0.00024688776,0.00012577295,0.00003931334,0.0014381342],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99901927,0.00021210496,0.00009120459,0.00013747902,0.0004644995,0.000075401724],"domain_scores_gemma":[0.9998124,0.00005706393,0.0000697825,0.000012109981,0.000035895886,0.000012825843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009025223,0.00080929423,0.0010645747,0.0006800684,0.00018335051,0.0007153756,0.00048308336,0.0004822136,0.00046579054],"category_scores_gemma":[0.00055446196,0.00041624744,0.0007319123,0.00083846704,0.000292074,0.00031332328,0.00028894757,0.00041329899,0.00024304831],"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":[0.00011401342,0.00008613591,0.00044142883,0.00028098313,0.000022800203,0.000028680099,0.0000337998,0.013326984,0.9726572,0.00015619391,0.000018797393,0.012832953],"study_design_scores_gemma":[0.000027736018,0.00076986325,0.0016513916,0.000018222905,0.00008983574,0.000054690117,0.000039275983,0.029699441,0.96619153,0.000111633926,0.0013178209,0.000028595665],"about_ca_topic_score_codex":0.0008189412,"about_ca_topic_score_gemma":0.0029284772,"teacher_disagreement_score":0.0010645747,"about_ca_system_score_codex":0.00042115917,"about_ca_system_score_gemma":0.00063869695,"threshold_uncertainty_score":0.0047730207},"labels":[],"label_agreement":null},{"id":"W4296168358","doi":"10.29173/mocs259","title":"Modular construction and circularity. A case study of a mass timber design studio","year":2022,"lang":"en","type":"article","venue":"Modular and Offsite Construction (MOC) Summit Proceedings","topic":"Innovations in Concrete and Construction Materials","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":"Modular design; Studio; Architectural engineering; Engineering; Design studio; Construction engineering; Computer science","score_opus":0.014971954708739455,"score_gpt":0.20521641973344756,"score_spread":0.1902444650247081,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296168358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93522227,0.00019011981,0.013898331,0.00062923913,0.000022267643,0.00019552358,0.000035373545,0.000050225193,0.04975664],"genre_scores_gemma":[0.9666922,0.00023217729,0.015701469,0.00009339151,0.0000067758738,0.00006418159,0.00003676743,0.00002525791,0.017147737],"study_design_codex":"qualitative","study_design_gemma":"case_report","domain_scores_codex":[0.99825007,0.0011230741,0.000043339896,0.0001400118,0.0002495376,0.00019392333],"domain_scores_gemma":[0.99825495,0.00096437417,0.00015576638,0.00017348069,0.00008581464,0.00036561317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002300166,0.0004018854,0.00016721418,0.0004940505,0.0022798346,0.0022390713,0.0008671168,0.0014183566,0.00540828],"category_scores_gemma":[0.002847863,0.0003636811,0.00042916532,0.00049929036,0.0032274888,0.001210735,0.0028525614,0.0011034544,0.0007240957],"study_design_candidate":"case_report","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009354358,0.0060464395,0.08025253,0.0016748497,0.000092905764,0.040176857,0.3305091,0.0320806,0.04373809,0.15041777,0.011315554,0.3027598],"study_design_scores_gemma":[0.00027996642,0.0054645785,0.09185974,0.0011149328,0.00013965485,0.026808772,0.2659731,0.03774335,0.035341334,0.037889924,0.49717188,0.0002127213],"about_ca_topic_score_codex":0.0016118407,"about_ca_topic_score_gemma":0.010383566,"teacher_disagreement_score":0.00540828,"about_ca_system_score_codex":0.0014794271,"about_ca_system_score_gemma":0.0014667943,"threshold_uncertainty_score":0.018092513},"labels":[],"label_agreement":null},{"id":"W4296449928","doi":"10.3390/gels8090592","title":"A Molecular Description of Hydrogel Forming Polymers for Cement-Based Printing Paste Applications","year":2022,"lang":"en","type":"article","venue":"Gels","topic":"Innovations in Concrete and Construction Materials","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":"Collège militaire royal du Canada; Oak Ridge National Laboratory; Basic Energy Sciences; National Science Foundation; Division of Civil, Mechanical and Manufacturing Innovation; U.S. Department of Energy; Office of Science","keywords":"Self-healing hydrogels; Differential scanning calorimetry; Materials science; Polymer; Neutron scattering; Neutron spectroscopy; Radius of gyration; Viscosity; Neutron diffraction; Small-angle neutron scattering; Cement; Chemical engineering; Spectroscopy; Composite material; Polymer chemistry; Scattering; Chemistry; Crystallography; Thermodynamics; Optics","score_opus":0.013645982348968775,"score_gpt":0.21698076005645606,"score_spread":0.20333477770748729,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296449928","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11277638,0.01753669,0.7780922,0.0018103557,0.0008283537,0.0006754046,0.003493766,0.00079238106,0.08399453],"genre_scores_gemma":[0.4899203,0.024936326,0.4021064,0.0009148485,0.00032107986,0.0016793982,0.0020306094,0.00045507317,0.077635944],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999318,0.000009249544,0.00000617214,0.000012820515,0.000031062045,0.00000875933],"domain_scores_gemma":[0.9999387,0.000020586956,0.00001563038,0.000009718573,0.000011280969,0.000004054152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014475716,0.00088518934,0.00026850766,0.00047173162,0.00034032372,0.00051340443,0.0008145653,0.0006251238,0.006135434],"category_scores_gemma":[0.0002005889,0.00024735805,0.00047399322,0.00048282347,0.0002979417,0.0010000808,0.00024646608,0.00086470466,0.0020307202],"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":[0.000068544345,0.00019825739,0.00044650218,0.0017274803,0.00003825268,0.000863368,0.00019850417,0.10652066,0.34921426,0.47873357,0.004355571,0.057635035],"study_design_scores_gemma":[0.000034264525,0.0005020664,0.0013513585,0.00018590903,0.000082302766,0.0015661912,0.00010791909,0.40533206,0.18078297,0.080197036,0.3297555,0.00010239648],"about_ca_topic_score_codex":0.00053217297,"about_ca_topic_score_gemma":0.0006292903,"teacher_disagreement_score":0.006135434,"about_ca_system_score_codex":0.0003483262,"about_ca_system_score_gemma":0.00042250025,"threshold_uncertainty_score":0.020525098},"labels":[],"label_agreement":null},{"id":"W4296926303","doi":"10.32920/ryerson.14652384.v2","title":"The Use Of Wollastonite To Enhance Fresh And Mechanical Properties Of Concrete","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Queen's University","keywords":"Wollastonite; Compressive strength; Materials science; Cement; Mortar; Composite material; Pozzolan; Slump; Consolidation (business); Filler (materials); Portland cement; Chemistry","score_opus":0.035366452648644985,"score_gpt":0.2477407509450312,"score_spread":0.2123742982963862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296926303","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99706084,0.0005836601,0.0016785717,0.000012795767,0.0000068344393,0.000021663865,0.00003395027,0.000027887078,0.000573696],"genre_scores_gemma":[0.9937494,0.00053481647,0.0040193144,0.000013426315,0.0000037908708,0.000009608751,0.000060263475,0.000009557763,0.0015998359],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998852,0.000016446837,0.000009561204,0.000021354092,0.00004665622,0.000020822596],"domain_scores_gemma":[0.99985564,0.000017447326,0.00005839657,0.000015485599,0.00002590134,0.000027120463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016393061,0.0003822591,0.00016797517,0.00030469723,0.000103279934,0.00023218375,0.00018508662,0.00019863293,0.0007070606],"category_scores_gemma":[0.0001323247,0.00012941877,0.0002586379,0.00014033378,0.0001875199,0.00025055103,0.00019623352,0.00023652427,0.00015664562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005867198,0.000056458954,0.0002167106,0.000052464882,0.0000055335295,0.000022180564,0.000008285741,0.00012760784,0.99742573,0.00002907342,0.000005612095,0.001991635],"study_design_scores_gemma":[0.000004198357,0.000676194,0.001918631,0.0000050221074,0.000015099976,0.000044521104,0.00000880332,0.0002539177,0.9964561,0.0000073739493,0.0006072276,0.0000029854432],"about_ca_topic_score_codex":0.0004167894,"about_ca_topic_score_gemma":0.0016355242,"teacher_disagreement_score":0.0007070606,"about_ca_system_score_codex":0.000106165826,"about_ca_system_score_gemma":0.00015867766,"threshold_uncertainty_score":0.0023653507},"labels":[],"label_agreement":null},{"id":"W4298032520","doi":"","title":"REAL-TIME SCRUBBING AND TRANSCRIPTION OF SCORE MATERIALS USING SCORESCRUB","year":2017,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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 Montréal","funders":"","keywords":"Data scrubbing; Computer science; Transcription (linguistics); Operating system","score_opus":0.02284810371370614,"score_gpt":0.23174086841209549,"score_spread":0.20889276469838935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298032520","genre_codex":"methods","genre_gemma":"software","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"software","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10308425,0.0008884392,0.7167253,0.0006832771,0.0034453897,0.0021379155,0.02371061,0.11881606,0.030508788],"genre_scores_gemma":[0.21719198,0.00047060032,0.68650687,0.0005084779,0.00080229895,0.0030173117,0.026051067,0.018108796,0.047342617],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979777,0.0004108921,0.00011005489,0.00042317077,0.0008862455,0.00019202079],"domain_scores_gemma":[0.993562,0.0020406803,0.00025671587,0.0010959558,0.0025931415,0.00045154555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001301251,0.0024863735,0.001155953,0.0022523445,0.0008016293,0.0017004577,0.0012517709,0.0013468561,0.053940166],"category_scores_gemma":[0.0090809725,0.00045410552,0.0006743242,0.0014714502,0.0006812357,0.0010954599,0.0022762646,0.0010356875,0.05059854],"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":[0.002183745,0.00019313257,0.0018156887,0.0011374936,0.00008988867,0.0009444009,0.0016365676,0.0019126845,0.22476293,0.0013604912,0.08315553,0.6808074],"study_design_scores_gemma":[0.0006330065,0.0019125664,0.055450365,0.0005561397,0.00029244102,0.0024625347,0.0055945325,0.14959921,0.45278504,0.011825428,0.31816226,0.0007264491],"about_ca_topic_score_codex":0.0016322092,"about_ca_topic_score_gemma":0.003415164,"teacher_disagreement_score":0.053940166,"about_ca_system_score_codex":0.00039433193,"about_ca_system_score_gemma":0.0009110516,"threshold_uncertainty_score":0.18044782},"labels":[],"label_agreement":null},{"id":"W4298393045","doi":"10.1016/j.conbuildmat.2022.129292","title":"Study of the influence of sand on rheological properties, bubble features and buildability of fresh foamed concrete for 3D printing","year":2022,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"National Natural Science Foundation of China","keywords":"Materials science; Thixotropy; Bubble; Rheology; Fineness; Shrinkage; Composite material; Mixing (physics); Air bubble","score_opus":0.01603524740708335,"score_gpt":0.22891628565475158,"score_spread":0.21288103824766824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298393045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99853563,0.00023955722,0.0007236175,0.000009306082,0.00000870715,0.0000043355994,0.000046264082,0.0000122304555,0.0004203125],"genre_scores_gemma":[0.99915683,0.000122007456,0.00036778502,0.0000036818085,0.0000027977019,0.0000028756847,0.000030321233,0.000005945865,0.00030784117],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998679,0.00002204598,0.000010789224,0.000021275708,0.000054997996,0.000022935257],"domain_scores_gemma":[0.9994252,0.00033226976,0.00006939922,0.000042061212,0.00009878397,0.00003244376],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018121961,0.00017628784,0.00018385591,0.00017247845,0.0001717701,0.00022897341,0.0001285345,0.0001668458,0.0011353937],"category_scores_gemma":[0.0007321495,0.00012597916,0.0003097913,0.0002125448,0.00021399668,0.00025288956,0.00013610264,0.00026859652,0.0001466701],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032580583,0.000050923547,0.0014709291,0.00009283003,0.000015162673,0.000112431626,0.000119193624,0.0014097063,0.99091315,0.00004898652,0.000050745046,0.005390158],"study_design_scores_gemma":[0.0000068192403,0.00038198355,0.00940242,0.0000041846893,0.000038104412,0.000049278617,0.00006840843,0.005321416,0.9843322,0.000014208221,0.00036752276,0.000013452368],"about_ca_topic_score_codex":0.0013311799,"about_ca_topic_score_gemma":0.0018712771,"teacher_disagreement_score":0.0013311799,"about_ca_system_score_codex":0.00014771264,"about_ca_system_score_gemma":0.00013231106,"threshold_uncertainty_score":0.0037982464},"labels":[],"label_agreement":null},{"id":"W4298434848","doi":"","title":"Modélisation viscoplastique du comportement de structure oligogranulaires en alliages à solidification dirigée","year":2017,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Safran Electronics (Canada)","funders":"","keywords":"Materials science; Computer science","score_opus":0.0114953021715315,"score_gpt":0.2308273163363867,"score_spread":0.2193320141648552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298434848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8494138,0.0005141664,0.13260399,0.00038430054,0.00014261118,0.00010741927,0.00068039045,0.00047795175,0.015675317],"genre_scores_gemma":[0.9751118,0.0003212409,0.015974773,0.000039175513,0.000022897299,0.00012522734,0.00035491906,0.00014603941,0.007903864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974316,0.000051831863,0.000009408178,0.00007870463,0.0000694111,0.00004757448],"domain_scores_gemma":[0.99913627,0.0005771309,0.000059635655,0.00006791018,0.00009574268,0.00006330209],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004442732,0.0011840813,0.0009909194,0.0006722391,0.0009168596,0.0022463163,0.0013844155,0.0037676822,0.003638285],"category_scores_gemma":[0.0014897571,0.0008941495,0.0014116666,0.00075606065,0.0014477388,0.0010928311,0.0006058649,0.001805798,0.00051900797],"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":[0.000021233669,0.000024443741,0.0003722709,0.000014150124,0.0000066661064,0.000048371756,0.000019640238,0.996311,0.0015243061,0.0007791068,0.00004114433,0.00083762757],"study_design_scores_gemma":[0.0000103340635,0.00001416954,0.0003362967,0.0000032346038,0.000002955052,0.000010291428,0.000012456739,0.9981501,0.0010201033,0.00020668028,0.00022799773,0.000005378669],"about_ca_topic_score_codex":0.04863392,"about_ca_topic_score_gemma":0.021383747,"teacher_disagreement_score":0.04863392,"about_ca_system_score_codex":0.0021118964,"about_ca_system_score_gemma":0.001738515,"threshold_uncertainty_score":0.09670168},"labels":[],"label_agreement":null},{"id":"W4305072373","doi":"10.1016/j.compstruct.2022.116346","title":"Flexural behaviour of composite modular wall systems under uniformly distributed and concentrated loads","year":2022,"lang":"en","type":"article","venue":"Composite Structures","topic":"Innovations in Concrete and Construction Materials","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":"Royal Society of Canada","funders":"Australian Research Council; Natural Sciences and Engineering Research Council of Canada","keywords":"Flexural strength; Composite number; Structural engineering; Brittleness; Materials science; Composite material; Stiffness; Fibre-reinforced plastic; Modular design; Engineering; Computer science","score_opus":0.008889920182670243,"score_gpt":0.21432464696879527,"score_spread":0.20543472678612504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4305072373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998451,0.000035149405,0.0006742928,0.0000061112673,0.0000024747033,0.0000025409988,0.00004211815,0.000017120046,0.00076914247],"genre_scores_gemma":[0.999302,0.000017460598,0.00012056054,0.0000024958742,8.600326e-7,0.0000021510837,0.000042640047,0.000004086975,0.00050765794],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998671,0.000018661143,0.000006041331,0.000025652416,0.000043355616,0.000039141203],"domain_scores_gemma":[0.99960476,0.00014300646,0.00006432578,0.000037260703,0.00007748197,0.00007321567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002525327,0.00023116478,0.00021181587,0.0005740383,0.00026031793,0.00030293473,0.0002860536,0.0003447324,0.003741972],"category_scores_gemma":[0.00074066233,0.00018663301,0.00016649935,0.00034738588,0.00062465685,0.00034130088,0.00029443536,0.00019849453,0.00038274753],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022521408,0.00012491873,0.004393575,0.00010717932,0.000034954042,0.00052713766,0.00045583388,0.08441243,0.89557755,0.0009727414,0.0002880133,0.010853568],"study_design_scores_gemma":[0.00011507432,0.0029201575,0.09333806,0.000055664663,0.00008383874,0.00043334637,0.0009041297,0.31654686,0.5828592,0.0012056035,0.0014440086,0.00009400551],"about_ca_topic_score_codex":0.0008281407,"about_ca_topic_score_gemma":0.0011077009,"teacher_disagreement_score":0.003741972,"about_ca_system_score_codex":0.0001809696,"about_ca_system_score_gemma":0.00013505598,"threshold_uncertainty_score":0.0125181675},"labels":[],"label_agreement":null},{"id":"W4306253510","doi":"10.1617/s11527-022-02056-x","title":"Homogenous flow performance of steel fiber-reinforced self-consolidating concrete for repair applications: developing a new empirical set-up","year":2022,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"","keywords":"Rheology; Materials science; Flow (mathematics); Mortar; Solid mechanics; Composite material; Fiber; Square (algebra); Structural engineering; Mathematics; Engineering; Geometry","score_opus":0.018074139713797337,"score_gpt":0.24829259090587155,"score_spread":0.2302184511920742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306253510","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99577785,0.00006854611,0.003156944,0.0000060954517,0.0000032990044,0.000037960395,0.000102382386,0.000025992767,0.0008208854],"genre_scores_gemma":[0.9985044,0.00005625914,0.00096453005,0.0000029373484,0.0000023548614,0.000023691731,0.00011023475,0.000008721055,0.00032687277],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996456,0.00008087072,0.000030527874,0.00009621237,0.000104172344,0.000042635103],"domain_scores_gemma":[0.9990922,0.00041019297,0.00012502128,0.000099176425,0.0002310881,0.000042315754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012400617,0.0004271299,0.0003545695,0.00091666344,0.00042276087,0.00059488066,0.0004992963,0.00075609516,0.00056846836],"category_scores_gemma":[0.0017862815,0.00019698846,0.00038316794,0.00045208287,0.0007702238,0.00079897273,0.00036418726,0.0004586365,0.00020029879],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016447619,0.0032297466,0.051742468,0.00031924338,0.000077917655,0.0002772077,0.0012583717,0.1602782,0.73216426,0.0024297286,0.0005224762,0.046055652],"study_design_scores_gemma":[0.00010976555,0.0052744453,0.11762432,0.00004094292,0.00012961756,0.00013921446,0.0004903739,0.34741116,0.5263557,0.00067863736,0.0016542033,0.000091711234],"about_ca_topic_score_codex":0.0053284564,"about_ca_topic_score_gemma":0.004666478,"teacher_disagreement_score":0.0053284564,"about_ca_system_score_codex":0.0004089818,"about_ca_system_score_gemma":0.0005289458,"threshold_uncertainty_score":0.010594845},"labels":[],"label_agreement":null},{"id":"W4307273073","doi":"10.3390/ma15217457","title":"Novel Apex Connection for Light Wood Frame Panelized Roof","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Innovations in Concrete and Construction Materials","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":"Roof; Connection (principal bundle); Finite element method; Structural engineering; Frame (networking); Folding (DSP implementation); Computer science; Process (computing); Engineering; Mechanical engineering","score_opus":0.015180244483301812,"score_gpt":0.21831715439990493,"score_spread":0.2031369099166031,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4307273073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58364034,0.0005010017,0.38685697,0.00015373308,0.00040395185,0.00021611016,0.0003695748,0.0029833843,0.02487492],"genre_scores_gemma":[0.8719663,0.00016283248,0.11953165,0.000048293572,0.00003403556,0.000065122156,0.00023059556,0.00011956981,0.007841669],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996425,0.000023988028,0.0000113067035,0.00007641168,0.00018571148,0.00006006368],"domain_scores_gemma":[0.99973994,0.000027327611,0.00004202594,0.000074334595,0.00006671418,0.00004957885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018848233,0.00046416634,0.0002714588,0.0004469082,0.00046487994,0.0005052952,0.00084316765,0.00070045673,0.006201257],"category_scores_gemma":[0.00030524677,0.00029336472,0.00038232817,0.00023435873,0.00028971967,0.00049991347,0.00078299735,0.0005091473,0.0015905525],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019939049,0.000117359246,0.004645197,0.00029049683,0.0000336389,0.0024371136,0.00028783953,0.0071468283,0.8479586,0.006085557,0.0035477094,0.12725008],"study_design_scores_gemma":[0.000093221075,0.0025407884,0.03882244,0.0001368793,0.000118486845,0.0075006755,0.00053098577,0.09870104,0.7365519,0.0023541586,0.11241559,0.00023385767],"about_ca_topic_score_codex":0.00031866936,"about_ca_topic_score_gemma":0.0007158881,"teacher_disagreement_score":0.006201257,"about_ca_system_score_codex":0.00018217319,"about_ca_system_score_gemma":0.00035275225,"threshold_uncertainty_score":0.020745277},"labels":[],"label_agreement":null},{"id":"W4310849374","doi":"10.1016/j.autcon.2022.104691","title":"To imitate or not to imitate: Boosting reinforcement learning-based construction robotic control for long-horizon tasks using virtual demonstrations","year":2022,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":56,"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":"Reinforcement learning; Teleoperation; Boosting (machine learning); Robot; Computer science; Artificial intelligence; Adaptability; Control (management); Human–computer interaction; Machine learning; Engineering","score_opus":0.023826090924791637,"score_gpt":0.26903240450617777,"score_spread":0.24520631358138614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310849374","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31609142,0.00063468295,0.6777181,0.00036563195,0.00014770936,0.00011038344,0.000029828365,0.0009079517,0.0039943815],"genre_scores_gemma":[0.9833377,0.000047362093,0.015815428,0.00005518928,0.0000122731235,0.000033258817,0.000017318975,0.0000200107,0.00066146214],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996178,0.0001258333,0.000018382703,0.0000904617,0.00007579783,0.00007171809],"domain_scores_gemma":[0.99756455,0.0015357025,0.00023802683,0.00015156536,0.00034290968,0.00016719033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016743452,0.0008364573,0.00083593937,0.00022778318,0.00028363176,0.00039227563,0.00094822596,0.00075259863,0.0014228468],"category_scores_gemma":[0.005329836,0.0003431884,0.00028768997,0.00012771034,0.0008276823,0.000727569,0.0011497648,0.0012962063,0.00023820398],"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":[0.00034772544,0.00025811818,0.0011682162,0.00007158871,0.00004765658,0.000053067295,0.00006845579,0.9124459,0.0067428425,0.0019064087,0.00079090707,0.07609907],"study_design_scores_gemma":[0.000010083177,0.00007618978,0.00012220588,0.000003022231,0.000003862935,0.0000058465303,0.0000028903778,0.9987967,0.0004836707,0.0004350814,0.00005764439,0.0000027933427],"about_ca_topic_score_codex":0.0028372095,"about_ca_topic_score_gemma":0.0021425926,"teacher_disagreement_score":0.0028372095,"about_ca_system_score_codex":0.00041002533,"about_ca_system_score_gemma":0.0006386683,"threshold_uncertainty_score":0.008854866},"labels":[],"label_agreement":null},{"id":"W4312059715","doi":"10.1108/arch-03-2022-0067","title":"Live projects: a mixed-methods exploration of existing scholarship","year":2022,"lang":"en","type":"article","venue":"International Journal of Architectural Research Archnet-IJAR","topic":"Innovations in Concrete and Construction Materials","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":"American Society for Engineering Education","keywords":"Scholarship; Relevance (law); Citation; Systematic review; Community engagement; Sociology; Management science; Public relations; Computer science; Political science; Engineering; Library science","score_opus":0.17546909964406074,"score_gpt":0.44937195693865795,"score_spread":0.2739028572945972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312059715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5231691,0.05068276,0.25432187,0.013783267,0.0016898259,0.100229114,0.005975912,0.00078289554,0.049365263],"genre_scores_gemma":[0.48798594,0.017235737,0.32047993,0.004325373,0.00041788252,0.1576184,0.001978837,0.0004892853,0.009468585],"study_design_codex":"qualitative","study_design_gemma":"qualitative","domain_scores_codex":[0.8883504,0.08784457,0.007179642,0.005172777,0.009153533,0.0022989835],"domain_scores_gemma":[0.79160506,0.1746523,0.007984925,0.008881104,0.014829272,0.0020473783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.1135723,0.0010131192,0.0022132548,0.01904914,0.0062319795,0.011271062,0.0039745606,0.002512963,0.009223094],"category_scores_gemma":[0.12117834,0.0009928998,0.0016065325,0.015416994,0.0070015537,0.008489188,0.010874493,0.0024977908,0.0012904684],"study_design_candidate":"qualitative","study_design_consensus":"qualitative","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046651292,0.00077710085,0.0103323925,0.027189778,0.00026833217,0.0017629922,0.628055,0.00074910204,0.0022361153,0.050666604,0.0060149403,0.27148116],"study_design_scores_gemma":[0.00029159238,0.0011364635,0.008275516,0.03218784,0.00029637798,0.00095294544,0.75688595,0.001610575,0.00227616,0.040590644,0.15535022,0.00014569014],"about_ca_topic_score_codex":0.0019730642,"about_ca_topic_score_gemma":0.0050420016,"teacher_disagreement_score":0.1135723,"about_ca_system_score_codex":0.007869623,"about_ca_system_score_gemma":0.019049786,"threshold_uncertainty_score":0.60063493},"labels":[],"label_agreement":null},{"id":"W4312393329","doi":"10.2139/ssrn.4234000","title":"Discrete-Element Modeling of Shear-Induced Particle Migration During Concrete Pipe Flow: Effect of Size Distribution and Concentration of Aggregate on Formation of Lubrication Layer","year":2022,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"","keywords":"Discrete element method; Lubrication; Materials science; Aggregate (composite); Shear (geology); Mechanics; Geotechnical engineering; Flow (mathematics); Particle-size distribution; Composite material; Particle size; Geology; Physics","score_opus":0.0065341540310113275,"score_gpt":0.21846671171788842,"score_spread":0.2119325576868771,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312393329","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7711235,0.0002663676,0.21979286,0.00024939404,0.0000997826,0.00006622852,0.00030164135,0.00043899025,0.007661228],"genre_scores_gemma":[0.9898481,0.00008177237,0.0071549625,0.000017709848,0.000006615687,0.000028994129,0.00008595192,0.00003263313,0.002743315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999242,0.000017006676,0.000004875599,0.000014786933,0.000022878283,0.000016202415],"domain_scores_gemma":[0.99972755,0.00014215658,0.00003774823,0.000020567048,0.000044013454,0.000027927123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022109615,0.00034468804,0.00054104923,0.00030158865,0.00039316533,0.0005882557,0.0008294746,0.0012503344,0.0018577009],"category_scores_gemma":[0.0005791868,0.00042729772,0.00045091307,0.00023787262,0.00053650263,0.00037195624,0.00031537257,0.00049378286,0.00023026708],"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":[0.000062888445,0.00006271667,0.0009352402,0.000032864427,0.000010261811,0.000060595383,0.00005407293,0.98798823,0.0076485286,0.0007898106,0.00007724464,0.0022775282],"study_design_scores_gemma":[0.000002249747,0.000006852908,0.00010510539,8.107605e-7,0.0000013693966,0.0000026342798,0.0000054472002,0.99917287,0.0006261384,0.000034318895,0.000040656792,0.0000014350715],"about_ca_topic_score_codex":0.0090341,"about_ca_topic_score_gemma":0.0058835866,"teacher_disagreement_score":0.0090341,"about_ca_system_score_codex":0.00044777468,"about_ca_system_score_gemma":0.00057050464,"threshold_uncertainty_score":0.017963052},"labels":[],"label_agreement":null},{"id":"W4312515888","doi":"10.35483/acsa.aia.fallintercarbon.20.22","title":"Tall Wood, Thin Concrete: Digitally Drafting and Crafting in UHPC (Ultra High Performance Concrete) and Mass Timber","year":2020,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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","funders":"","keywords":"Studio; Architectural engineering; Process (computing); Engineering; Civil engineering; Computer science","score_opus":0.008560677224455216,"score_gpt":0.1875756903638545,"score_spread":0.17901501313939927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312515888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9543962,0.00016218156,0.011642363,0.00019454457,0.000015976564,0.000036339905,0.000037338275,0.00008881936,0.033426285],"genre_scores_gemma":[0.9710626,0.00013492568,0.014324846,0.00003337486,0.0000029031125,0.00000841185,0.000033106986,0.00003844003,0.014361401],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998275,0.000059378643,0.000005494521,0.000027011032,0.000049917402,0.00003068528],"domain_scores_gemma":[0.99976844,0.00013950065,0.000019918209,0.000031418866,0.000012181238,0.000028602402],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041791194,0.00023832757,0.000099434976,0.00026572007,0.0011279634,0.0010451573,0.00047987574,0.00054592907,0.005291434],"category_scores_gemma":[0.00088528264,0.00018343302,0.00015256264,0.0002690335,0.0023022722,0.0007313849,0.00093399297,0.00048058783,0.00044779963],"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":[0.0012171513,0.0011920282,0.029738076,0.00064899283,0.000034525205,0.0056943134,0.07970233,0.08412908,0.21201189,0.17375381,0.0042728456,0.40760487],"study_design_scores_gemma":[0.00018733708,0.0028973348,0.15816925,0.00044766502,0.00013209097,0.004781147,0.14577247,0.14002012,0.21602169,0.069430664,0.26183406,0.00030620562],"about_ca_topic_score_codex":0.007837298,"about_ca_topic_score_gemma":0.03664366,"teacher_disagreement_score":0.007837298,"about_ca_system_score_codex":0.000624143,"about_ca_system_score_gemma":0.0006309899,"threshold_uncertainty_score":0.017701626},"labels":[],"label_agreement":null},{"id":"W4312839846","doi":"10.2139/ssrn.4243358","title":"Effect of Pre-Heating Methods Using Capsule Warmer and VisCalor Dispenser on the Mechanical Properties, Post-Gel Shrinkage, and Shrinkage Stress of Bulk-Fill Materials","year":2022,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Shrinkage; Materials science; Composite material; Stress (linguistics); Capsule","score_opus":0.009719806344317362,"score_gpt":0.2578898929354256,"score_spread":0.24817008659110823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312839846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99735874,0.0010422579,0.00075750356,0.000025545514,0.000044158187,0.000019602758,0.00007469165,0.000043562184,0.0006340479],"genre_scores_gemma":[0.99706,0.0004412156,0.0012116941,0.000032644555,0.000028668886,0.0000207895,0.00009000403,0.0000287191,0.0010862653],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979097,0.000030211067,0.000028200986,0.000060614468,0.00004457376,0.000045449127],"domain_scores_gemma":[0.99939275,0.0002110074,0.00016562428,0.000062623105,0.00007662521,0.00009146346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025322975,0.00060391455,0.0004406815,0.00026588325,0.00023303897,0.00023135243,0.0002933404,0.00027866656,0.0026905304],"category_scores_gemma":[0.0006117524,0.00031000105,0.00037420815,0.0002461263,0.0003081265,0.00042216608,0.00021405566,0.00064325385,0.000319583],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023829222,0.00033294572,0.0011770487,0.00036681318,0.00003526621,0.0001003441,0.00013854208,0.0004917358,0.987954,0.00006490588,0.000090158625,0.0068653924],"study_design_scores_gemma":[0.00003650615,0.0015171716,0.008304305,0.000011330399,0.000079027486,0.00006026888,0.00006446936,0.0005978364,0.9887477,0.000012773854,0.00054680015,0.00002180071],"about_ca_topic_score_codex":0.00047840737,"about_ca_topic_score_gemma":0.0012584896,"teacher_disagreement_score":0.0026905304,"about_ca_system_score_codex":0.00014474502,"about_ca_system_score_gemma":0.00022365018,"threshold_uncertainty_score":0.009000719},"labels":[],"label_agreement":null},{"id":"W4313549329","doi":"","title":"Procédé de fabrication d’une pièce en matériau composite","year":2020,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Safran Electronics (Canada)","funders":"","keywords":"Composite number; Fabrication; Materials science; Composite material; Medicine","score_opus":0.012869337247865964,"score_gpt":0.21739883233682877,"score_spread":0.20452949508896281,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313549329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8767106,0.0012381352,0.090677075,0.00039561157,0.00090434396,0.00024358294,0.00030525788,0.001150516,0.02837495],"genre_scores_gemma":[0.884665,0.00040210463,0.07891009,0.00009181889,0.00008517245,0.00012714729,0.00030023776,0.00017604689,0.035242453],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993247,0.000045274395,0.000026926917,0.00016848049,0.0003505061,0.00008418993],"domain_scores_gemma":[0.999491,0.00018429721,0.000036500922,0.0001545525,0.00008988132,0.000043810087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039666364,0.00065329706,0.0005564624,0.00045223563,0.0011832013,0.0007017332,0.00047447352,0.0016453399,0.008053386],"category_scores_gemma":[0.000770044,0.00043379504,0.0008420973,0.00033990626,0.0007449353,0.00053107744,0.0004814292,0.0016161174,0.0015038556],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000488335,0.00012084522,0.00048595734,0.00023310685,0.000061377854,0.00074802776,0.00059179595,0.004363617,0.9669465,0.002414654,0.0008304233,0.0227155],"study_design_scores_gemma":[0.00006040281,0.00053267536,0.007257544,0.00001331141,0.000030375539,0.000779428,0.00015209847,0.0052180192,0.9554431,0.00049398356,0.029970864,0.000048117014],"about_ca_topic_score_codex":0.0023440488,"about_ca_topic_score_gemma":0.003073613,"teacher_disagreement_score":0.008053386,"about_ca_system_score_codex":0.00052996643,"about_ca_system_score_gemma":0.00077944517,"threshold_uncertainty_score":0.0269413},"labels":[],"label_agreement":null},{"id":"W4315629516","doi":"10.3233/faia220618","title":"Using Robot-Mediated Applied Drama to Foster Anti-Bullying Peer Support","year":2023,"lang":"en","type":"book-chapter","venue":"Frontiers in artificial intelligence and applications","topic":"Innovations in Concrete and Construction Materials","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 Waterloo","funders":"","keywords":"Drama; Robot; Drama therapy; Citizen journalism; Situated; Intervention (counseling); Psychological intervention; Psychology; Computer science; Artificial intelligence; Art; Visual arts; World Wide Web","score_opus":0.06839966383767189,"score_gpt":0.2831641025743773,"score_spread":0.21476443873670542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315629516","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35807917,0.0018526757,0.48642638,0.0033347064,0.0007678252,0.0018579856,0.00078253547,0.007679523,0.13921928],"genre_scores_gemma":[0.7612966,0.0008767128,0.20200007,0.00083398353,0.00011695079,0.0019464326,0.0005345408,0.0005157257,0.031879023],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99844044,0.00076999963,0.000063443906,0.00031137778,0.00021034764,0.0002044121],"domain_scores_gemma":[0.9982638,0.0008883106,0.00016897742,0.00028949694,0.0001080371,0.0002814034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001444359,0.0010690882,0.00030748322,0.0006716147,0.001239061,0.002411846,0.0017610438,0.0013296702,0.0149171995],"category_scores_gemma":[0.005010094,0.00028368802,0.0007916628,0.00022782596,0.0023953016,0.00233342,0.0066262595,0.0011689917,0.0022879154],"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":[0.0011783739,0.003856688,0.015764162,0.0056244913,0.00031705448,0.0032542993,0.12441052,0.0123633295,0.20286009,0.093642764,0.029192926,0.5075353],"study_design_scores_gemma":[0.00049343647,0.003802275,0.028033307,0.0015807264,0.00032625764,0.004861915,0.030001367,0.026446836,0.07985149,0.044161428,0.77998805,0.00045286148],"about_ca_topic_score_codex":0.0005638454,"about_ca_topic_score_gemma":0.0009925157,"teacher_disagreement_score":0.0149171995,"about_ca_system_score_codex":0.00056921114,"about_ca_system_score_gemma":0.0006950566,"threshold_uncertainty_score":0.049902976},"labels":[],"label_agreement":null},{"id":"W4316810368","doi":"10.18280/acsm.460603","title":"The Effect of the Use of Residues (Metallic Shavings) in the Formulation of Self-Compacting Concrete in Fresh and Hardened State","year":2022,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Compressive strength; Materials science; Environmental pollution; Sieve (category theory); Construction waste; Pollution; Environmental science; Waste management; Composite material; Metallurgy; Engineering","score_opus":0.027630050409888016,"score_gpt":0.2492477488654306,"score_spread":0.22161769845554258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4316810368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733174,0.001208557,0.00061799795,0.000015681782,0.000010330338,0.000016306394,0.000035700607,0.000010563753,0.0007532171],"genre_scores_gemma":[0.99688834,0.0007231937,0.0013653799,0.000012207834,0.0000052293262,0.0000064312976,0.000052756834,0.0000069428247,0.000939581],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998159,0.00004422377,0.00001754491,0.000034387846,0.00006550764,0.000022492239],"domain_scores_gemma":[0.99975723,0.00005995142,0.000080031525,0.000019887975,0.00004104192,0.00004178488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018652929,0.00029919387,0.00014843597,0.00025008945,0.00012085241,0.00022427113,0.00014426303,0.00018038145,0.00095412333],"category_scores_gemma":[0.00034739898,0.00012762999,0.00026092053,0.00015785926,0.00025753456,0.00024967061,0.00020298424,0.00046393988,0.00015399378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039900444,0.00020785615,0.0007688185,0.00020238831,0.000027677543,0.00006604404,0.00007035483,0.00050232635,0.9909292,0.00009688866,0.000024441191,0.0067049833],"study_design_scores_gemma":[0.000006974891,0.0020286036,0.0036990999,0.000014647443,0.000044623317,0.00006637021,0.00003014186,0.00037125876,0.992729,0.000015938544,0.000987235,0.000006131311],"about_ca_topic_score_codex":0.00053158565,"about_ca_topic_score_gemma":0.0015022398,"teacher_disagreement_score":0.00095412333,"about_ca_system_score_codex":0.00010573907,"about_ca_system_score_gemma":0.0002037018,"threshold_uncertainty_score":0.0031918287},"labels":[],"label_agreement":null},{"id":"W4319453891","doi":"10.1016/j.jmapro.2022.12.058","title":"Preliminary study for permeability adjustment of triaxial porous ceramic media obtained by binder jetting","year":2023,"lang":"en","type":"article","venue":"Journal of Manufacturing Processes","topic":"Innovations in Concrete and Construction Materials","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":"York University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Materials science; Permeability (electromagnetism); Porous medium; Porosity; Ceramic; Petroleum engineering; Composite material; Geotechnical engineering; Geology; Membrane","score_opus":0.020620961019124372,"score_gpt":0.25984594575893954,"score_spread":0.23922498473981518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319453891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930098,0.0006204245,0.0048363567,0.000040338866,0.000022332139,0.000022844557,0.00006160564,0.000045635614,0.0013407727],"genre_scores_gemma":[0.99673766,0.00027961395,0.00209863,0.000011926808,0.000008946612,0.000010374411,0.000041617302,0.000015629783,0.00079570507],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998739,0.000017364035,0.0000086501195,0.00002838909,0.00004219696,0.000029486697],"domain_scores_gemma":[0.9997029,0.0001473865,0.00006249897,0.000027393498,0.00004246545,0.000017402986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026445737,0.00019958522,0.0001994606,0.00013842214,0.0002548635,0.00022198162,0.00022131129,0.00022048186,0.0009942102],"category_scores_gemma":[0.0005296021,0.00014024804,0.00024003173,0.00021255676,0.0003129829,0.00043327204,0.00013811086,0.0004268643,0.00011651333],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000084623294,0.000011998187,0.00007150381,0.000039665207,0.0000017459098,0.000039671973,0.000050189698,0.000055742,0.99879277,0.000047804002,0.000010563945,0.0007936553],"study_design_scores_gemma":[0.000004324343,0.00010431063,0.0008157021,0.0000011770426,0.0000062982817,0.000037468977,0.000025607973,0.00028674718,0.99838233,0.000010671052,0.000321609,0.000003774112],"about_ca_topic_score_codex":0.00083500636,"about_ca_topic_score_gemma":0.00096454576,"teacher_disagreement_score":0.0009942102,"about_ca_system_score_codex":0.00015771603,"about_ca_system_score_gemma":0.00013974583,"threshold_uncertainty_score":0.0033259392},"labels":[],"label_agreement":null},{"id":"W4320716677","doi":"10.1016/j.cemconcomp.2023.104965","title":"Printing quality control of cement-based materials under flow and rest conditions","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":21,"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; Université de Sherbrooke","keywords":"Thixotropy; Rheology; Shearing (physics); Materials science; Cement; Microstructure; Viscosity; Composite material; Process engineering; Engineering","score_opus":0.019325748872616844,"score_gpt":0.25687019668454547,"score_spread":0.23754444781192863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320716677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9856448,0.0007744965,0.0104536,0.000031646607,0.000040817402,0.000018608802,0.00011172438,0.00027082014,0.0026535275],"genre_scores_gemma":[0.99531895,0.00024546456,0.0022806278,0.000013254055,0.000010075944,0.000006128382,0.00008007807,0.00008352061,0.001961854],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99940217,0.000067236055,0.00003778917,0.0001225535,0.00026478045,0.00010552305],"domain_scores_gemma":[0.9989242,0.00039602327,0.00022526753,0.00016050687,0.00022866273,0.000065341876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005580798,0.0003511434,0.0003052846,0.00048661776,0.00045270345,0.0010759183,0.00027941464,0.00027891638,0.0016492272],"category_scores_gemma":[0.0014357618,0.00026922877,0.00036695265,0.0004591575,0.0005536141,0.00046194345,0.00030629768,0.00043432295,0.0002781975],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039273946,0.000032236912,0.0005727868,0.000050722407,0.000010592817,0.00010272694,0.00016888326,0.0010280892,0.98779684,0.00016909292,0.00007388059,0.009601347],"study_design_scores_gemma":[0.0000033436831,0.000051161176,0.0015804423,0.0000010828817,0.000007615622,0.000019195142,0.000015497408,0.00081317587,0.9972914,0.000023115415,0.00018783411,0.000006104111],"about_ca_topic_score_codex":0.0015259142,"about_ca_topic_score_gemma":0.001830136,"teacher_disagreement_score":0.0016492272,"about_ca_system_score_codex":0.00045830765,"about_ca_system_score_gemma":0.00028410376,"threshold_uncertainty_score":0.0055172443},"labels":[],"label_agreement":null},{"id":"W4321268528","doi":"10.52202/067657-0048","title":"EPDM Product Design and Longevity Considerations for Roofing Membranes","year":2022,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Dow Chemical (Canada)","funders":"","keywords":"Longevity; Product design; Membrane; Product (mathematics); Computer science; Engineering; Architectural engineering; Medicine; Mathematics; Biology; Gerontology","score_opus":0.03637586649734584,"score_gpt":0.23234398453461558,"score_spread":0.19596811803726974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321268528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6107829,0.006884383,0.30352098,0.00093994354,0.00043814522,0.0002920422,0.0010923415,0.0007213357,0.07532784],"genre_scores_gemma":[0.88250256,0.0022739405,0.08458533,0.00020151115,0.00012444732,0.00018691485,0.0006909387,0.00019300787,0.029241275],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99936825,0.00008600528,0.000029150298,0.00006567354,0.00037075861,0.00008020061],"domain_scores_gemma":[0.99930656,0.00011364454,0.00014215094,0.00006789573,0.00033652535,0.000033247896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001128883,0.00042872023,0.00027828768,0.0005405742,0.00047801036,0.0011406069,0.00061623025,0.0009785868,0.0027937654],"category_scores_gemma":[0.0013425524,0.00022292694,0.0004455396,0.0003543725,0.00019854962,0.00093480403,0.000510229,0.00045707298,0.0010021371],"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":[0.00069273595,0.00011130977,0.003522183,0.0008767733,0.000034400666,0.00084465666,0.00023388838,0.023717435,0.79726934,0.016997151,0.00479833,0.15090176],"study_design_scores_gemma":[0.000048777572,0.0016850859,0.010798628,0.00018484885,0.0001132501,0.0017573446,0.0003121513,0.035378158,0.84258246,0.0030332212,0.10405086,0.000055120316],"about_ca_topic_score_codex":0.000532893,"about_ca_topic_score_gemma":0.0009687781,"teacher_disagreement_score":0.0027937654,"about_ca_system_score_codex":0.0007215068,"about_ca_system_score_gemma":0.000472879,"threshold_uncertainty_score":0.009346068},"labels":[],"label_agreement":null},{"id":"W4321597273","doi":"10.1007/s41315-023-00275-1","title":"Construction robotics: review of intelligent features","year":2023,"lang":"en","type":"article","venue":"International Journal of Intelligent Robotics and Applications","topic":"Innovations in Concrete and Construction Materials","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":"McMaster University; University of Waterloo","funders":"","keywords":"Robotics; Automation; Productivity; Domain (mathematical analysis); Artificial intelligence; LEAPS; Robot; Quality (philosophy); Computer science; Key (lock); Engineering; Engineering management; Manufacturing engineering; Work (physics); Systems engineering; Construction engineering; Risk analysis (engineering); Computer security; Business; Mechanical engineering","score_opus":0.016023665637971054,"score_gpt":0.2818262206769713,"score_spread":0.26580255503900024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321597273","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00034666152,0.9904316,0.003276399,0.0007781518,0.00054170203,0.000005755861,0.000016825543,0.000016543469,0.004586328],"genre_scores_gemma":[0.006350698,0.9865856,0.0031155914,0.00060171395,0.0013109299,0.000015707114,0.000044272794,0.000014158076,0.0019612457],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991935,0.00012488439,0.000092161026,0.00016339493,0.0003687858,0.00005725498],"domain_scores_gemma":[0.9984144,0.0008713046,0.0001474808,0.000069991096,0.00041483008,0.000082011706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013037459,0.0009827113,0.0012335964,0.003701871,0.0004562,0.002319315,0.0014870543,0.0018511992,0.0035779828],"category_scores_gemma":[0.0021587054,0.0004640613,0.0005840771,0.0047053993,0.0021725658,0.0042778365,0.0015153382,0.0012502004,0.0016810073],"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":[0.00006952493,0.000059422873,0.00042482905,0.010421354,0.000052794418,0.00008574661,0.00013827119,0.0013042163,0.001022395,0.044931665,0.027948352,0.91354144],"study_design_scores_gemma":[0.0000088008655,0.00010131247,0.0011230499,0.003079884,0.000047402486,0.0006027509,0.00012527875,0.00054951623,0.00053129974,0.013249954,0.9805525,0.000028202656],"about_ca_topic_score_codex":0.0011853916,"about_ca_topic_score_gemma":0.0017678274,"teacher_disagreement_score":0.003701871,"about_ca_system_score_codex":0.0011967882,"about_ca_system_score_gemma":0.0016841464,"threshold_uncertainty_score":0.011969507},"labels":[],"label_agreement":null},{"id":"W4321768281","doi":"10.1016/j.cemconres.2023.107129","title":"Clarifying and quantifying the driving force for the evolution of static yield stress of cement pastes","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","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":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Cement; Yield (engineering); Materials science; Stress (linguistics); Composite material; Acceleration; Slag (welding)","score_opus":0.1287762925071486,"score_gpt":0.35231165341264725,"score_spread":0.22353536090549866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321768281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9610474,0.00044344304,0.034223076,0.0003234203,0.000053067688,0.000055573215,0.0002254593,0.00018548251,0.003443087],"genre_scores_gemma":[0.9968246,0.00011975487,0.0024291994,0.00001634215,0.00000908578,0.000010277761,0.00003897988,0.000029979346,0.00052174355],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999835,0.000015584494,0.000010216235,0.00005571323,0.00005546269,0.000028005019],"domain_scores_gemma":[0.9995766,0.00021382314,0.000072897856,0.000037046426,0.00007280046,0.000026793901],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045903717,0.00034077387,0.0002680649,0.00039003027,0.00027997838,0.0006851762,0.00045230245,0.00062898087,0.0012336405],"category_scores_gemma":[0.00217915,0.0004482156,0.00022668431,0.00021122415,0.0005588053,0.0009554096,0.00030349812,0.00065565074,0.00021675434],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008228081,0.000079405356,0.016495302,0.000103852115,0.00001934538,0.00029649088,0.00012491905,0.02386867,0.93249017,0.014612056,0.00023497229,0.011592592],"study_design_scores_gemma":[0.000032126278,0.00011767466,0.07731609,0.000018527333,0.00003472222,0.00022962762,0.00017053804,0.42539763,0.48781335,0.006675373,0.0021164627,0.000077933226],"about_ca_topic_score_codex":0.004623914,"about_ca_topic_score_gemma":0.004150272,"teacher_disagreement_score":0.004623914,"about_ca_system_score_codex":0.00078456727,"about_ca_system_score_gemma":0.00085664965,"threshold_uncertainty_score":0.009194016},"labels":[],"label_agreement":null},{"id":"W4323892357","doi":"10.1007/978-3-031-21735-7_52","title":"Effect of Nano-additives and Polymeric Viscosity Modifying Admixtures (VMA) on the Fresh and Hardened Properties of 3D Printable Concrete Mixtures","year":2023,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovations in Concrete and Construction Materials","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","funders":"","keywords":"Nano-; Viscosity; Materials science; Composite material; Chemical engineering; Engineering","score_opus":0.014960074450171324,"score_gpt":0.20329881125804147,"score_spread":0.18833873680787014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323892357","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9874133,0.0050384942,0.0014102374,0.000044683882,0.00008265391,0.000023985443,0.0002166455,0.000104881474,0.0056652506],"genre_scores_gemma":[0.98512995,0.0025809072,0.0025415604,0.000058090132,0.000024810188,0.000019977091,0.00017975578,0.000050655854,0.009414268],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998229,0.000027632788,0.000017769447,0.00004890717,0.00005194229,0.000030864932],"domain_scores_gemma":[0.9997377,0.00013071668,0.000052414904,0.000020488049,0.000025891615,0.000032814452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021720142,0.00037617265,0.00025836925,0.00019349156,0.00015223437,0.0003083463,0.00028737553,0.00027310257,0.0032871799],"category_scores_gemma":[0.00039467416,0.00020014911,0.00029205033,0.00018121063,0.00018368507,0.00031965005,0.00019768445,0.00056683813,0.00062369613],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011255278,0.00014523251,0.00021145177,0.00019214438,0.00002400583,0.000086051354,0.00006566776,0.0008474429,0.98542166,0.00013634098,0.00012134955,0.011623129],"study_design_scores_gemma":[0.0000047532826,0.00028789567,0.00055998977,0.0000059502,0.000019981822,0.000017898032,0.000008096138,0.0005361532,0.99782014,0.00000745778,0.00072665984,0.000004961835],"about_ca_topic_score_codex":0.00077071274,"about_ca_topic_score_gemma":0.0014350981,"teacher_disagreement_score":0.0032871799,"about_ca_system_score_codex":0.00017482133,"about_ca_system_score_gemma":0.00016393547,"threshold_uncertainty_score":0.01099664},"labels":[],"label_agreement":null},{"id":"W4360614206","doi":"10.18280/rcma.330104","title":"Numerical and Experimental Study of Bio-Composite Plates as Internal Fixation","year":2023,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Composite number; Composite material; Materials science","score_opus":0.043494868511220516,"score_gpt":0.3032506998556179,"score_spread":0.2597558313443974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360614206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9452922,0.0005396752,0.04328723,0.00010639115,0.00011639404,0.00007139304,0.0006332168,0.00024223371,0.009711273],"genre_scores_gemma":[0.9820385,0.00018852428,0.0156029565,0.00000859183,0.0000044709677,0.00005745281,0.00013630572,0.000014997755,0.0019482429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997696,0.000021839689,0.000012932864,0.000041362437,0.000121717596,0.00003249536],"domain_scores_gemma":[0.9994875,0.00018730649,0.00009866463,0.00004784848,0.00015001964,0.000028582233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040175382,0.0004395619,0.0002735638,0.00048908003,0.00032285636,0.00036674074,0.00068956095,0.00069917395,0.003160587],"category_scores_gemma":[0.0006847757,0.0002382026,0.0003142132,0.0005173881,0.00067932246,0.0003039713,0.00020556887,0.00028784992,0.00030436218],"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":[0.00046062286,0.00031442047,0.0064859223,0.0005841089,0.000032889107,0.00035046833,0.00027317,0.6970943,0.2698613,0.004256473,0.0008941882,0.01939217],"study_design_scores_gemma":[0.000039606748,0.0006589206,0.0083327945,0.000047271744,0.000051065243,0.00016902077,0.00025753354,0.8647793,0.12224872,0.0007990798,0.0025685618,0.00004812477],"about_ca_topic_score_codex":0.0022352554,"about_ca_topic_score_gemma":0.002016789,"teacher_disagreement_score":0.003160587,"about_ca_system_score_codex":0.00044676932,"about_ca_system_score_gemma":0.00044284173,"threshold_uncertainty_score":0.010573268},"labels":[],"label_agreement":null},{"id":"W4360783472","doi":"10.2139/ssrn.4397204","title":"Autonomous Cementitious Materials Formulation for Critical Infrastructure Repair","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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 Toronto; Government of Canada","funders":"","keywords":"Cementitious; Critical infrastructure; Business; Forensic engineering; Construction engineering; Computer science; Engineering; Materials science; Composite material; Cement; Computer security","score_opus":0.013093841226042834,"score_gpt":0.2664981091648071,"score_spread":0.25340426793876425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360783472","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2915304,0.0007479979,0.66631377,0.00026366767,0.00020812545,0.00018846856,0.00016095607,0.0003558123,0.040230792],"genre_scores_gemma":[0.9352324,0.00022716468,0.055406347,0.000029904219,0.000020754762,0.000074809876,0.000075536016,0.00010440694,0.008828773],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992526,0.000010375698,0.0000023325192,0.000015820116,0.000036187746,0.0000099213075],"domain_scores_gemma":[0.99991405,0.000032722863,0.000015541038,0.000011915624,0.000017173592,0.000008679216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015888085,0.00035608304,0.00034335547,0.0002891967,0.00017952146,0.00058133295,0.0004130593,0.00059487525,0.0032255014],"category_scores_gemma":[0.00037234384,0.00019147455,0.000242885,0.00013510867,0.00033082574,0.0004094002,0.00049819815,0.0005089826,0.00048284675],"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":[0.00019058383,0.00026306979,0.0004570628,0.0004017401,0.000022965887,0.00018163382,0.00009554549,0.61614144,0.26966947,0.060385216,0.0013979954,0.050793245],"study_design_scores_gemma":[0.000028774486,0.00019694833,0.00027253386,0.00001596084,0.000020407571,0.000048746548,0.000041317704,0.9353793,0.051545147,0.00692383,0.0055167456,0.00001020524],"about_ca_topic_score_codex":0.00045060006,"about_ca_topic_score_gemma":0.0010386583,"teacher_disagreement_score":0.0032255014,"about_ca_system_score_codex":0.00022731889,"about_ca_system_score_gemma":0.00045949375,"threshold_uncertainty_score":0.010790408},"labels":[],"label_agreement":null},{"id":"W4365459530","doi":"10.1016/j.powtec.2023.118561","title":"New insight on rheology of self-consolidating earth concrete (SCEC)","year":2023,"lang":"en","type":"article","venue":"Powder Technology","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Thixotropy; Rheology; Mortar; Superplasticizer; Materials science; Viscosity; Carbonation; Silt; Composite material; Fineness; Sodium hexametaphosphate; Chemistry; Mineralogy; Cement; Sodium; Geology; Metallurgy","score_opus":0.009463709013421525,"score_gpt":0.22190932079473707,"score_spread":0.21244561178131555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4365459530","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85661465,0.019891936,0.0839987,0.0023493161,0.0005071332,0.00004479331,0.00036673967,0.00020880121,0.03601797],"genre_scores_gemma":[0.9868552,0.0034184335,0.0042363373,0.00015322378,0.00013054007,0.000009970105,0.00009078511,0.000023928173,0.005081583],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998981,0.00001332207,0.0000050682092,0.000032981752,0.000032118973,0.00001837098],"domain_scores_gemma":[0.99991024,0.000030330615,0.000016668044,0.000015800397,0.000016193831,0.000010670346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001556586,0.0002759847,0.00023681426,0.00041848858,0.0001831134,0.0004431796,0.0003374818,0.000458079,0.002194313],"category_scores_gemma":[0.00029585866,0.00014459906,0.00019999307,0.0002038938,0.00068601646,0.0014785082,0.00036782617,0.00081585906,0.00024062635],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012047468,0.00007657383,0.002504914,0.0005095226,0.000024757628,0.0006727309,0.00051569176,0.0065629818,0.8642384,0.08995333,0.000964121,0.033856615],"study_design_scores_gemma":[0.00004837725,0.0005733223,0.042075943,0.0001877181,0.0000707816,0.0024778412,0.0013130719,0.22653767,0.5287978,0.13663365,0.06111543,0.00016841544],"about_ca_topic_score_codex":0.00032940067,"about_ca_topic_score_gemma":0.00024693346,"teacher_disagreement_score":0.002194313,"about_ca_system_score_codex":0.00016544016,"about_ca_system_score_gemma":0.00013350807,"threshold_uncertainty_score":0.0073407292},"labels":[],"label_agreement":null},{"id":"W4366502801","doi":"10.11159/iceptp23.148","title":"Valorization of Plastic and Cork Wastes in the Production of New Composite Materials","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Cork; Composite number; Production (economics); Waste management; Materials science; Environmental science; Pulp and paper industry; Composite material; Process engineering; Engineering","score_opus":0.006461081383669505,"score_gpt":0.1847944920405401,"score_spread":0.1783334106568706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366502801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97714466,0.008910532,0.00995789,0.0000825298,0.00008430977,0.00006283394,0.00014223727,0.00010124789,0.003513794],"genre_scores_gemma":[0.9775622,0.0035841018,0.01610504,0.000045365487,0.000016939788,0.000034096112,0.000107249565,0.000027005448,0.002518031],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997706,0.000018706789,0.000017279152,0.000051102736,0.000109587374,0.000032778473],"domain_scores_gemma":[0.999895,0.000014876771,0.00004187685,0.000010604628,0.000020098883,0.00001755033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001891737,0.00043308662,0.00029752584,0.00068635616,0.0001871532,0.00040264736,0.0002921556,0.00034259542,0.000719985],"category_scores_gemma":[0.000154675,0.00019299019,0.00041480715,0.0004448629,0.000221713,0.00041105383,0.00022355806,0.00049134047,0.00026247447],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003950776,0.00003272623,0.00027546624,0.00021879634,0.0000083405785,0.00014203132,0.00002101227,0.00021807244,0.9952733,0.000109841785,0.00001938832,0.0036415977],"study_design_scores_gemma":[0.0000034369432,0.00028745452,0.0022705751,0.000015821235,0.0000228482,0.00037612376,0.000023333596,0.00059167383,0.9939405,0.000039814924,0.002421271,0.000007167038],"about_ca_topic_score_codex":0.00024829496,"about_ca_topic_score_gemma":0.0013708234,"teacher_disagreement_score":0.000719985,"about_ca_system_score_codex":0.0002621303,"about_ca_system_score_gemma":0.00019169744,"threshold_uncertainty_score":0.0024086237},"labels":[],"label_agreement":null},{"id":"W4366506711","doi":"10.11159/icsect23.001","title":"Durable Pultruded Composites: A Myth or Reality?","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Pultrusion; Composite material; Materials science; Mythology; Composite number; Art","score_opus":0.009514967235040288,"score_gpt":0.20467626171651196,"score_spread":0.19516129448147168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506711","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0133668585,0.22515632,0.01173374,0.68102723,0.025994042,0.00002778458,0.00008114986,0.00017470226,0.0424381],"genre_scores_gemma":[0.33949178,0.3750513,0.02337626,0.15975171,0.034596857,0.0002124041,0.00015397972,0.00037481898,0.0669909],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99609154,0.0015988612,0.00019346619,0.0006321038,0.0012306176,0.00025343202],"domain_scores_gemma":[0.994888,0.0030045188,0.00046964147,0.00056427263,0.00072401203,0.00034950319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0062129106,0.00088844093,0.00085313345,0.00097567483,0.0029859757,0.007470947,0.0014628795,0.0055199936,0.0032895305],"category_scores_gemma":[0.007537847,0.0005242609,0.000533671,0.00071730994,0.02665318,0.021006372,0.0031095506,0.010531649,0.0012169622],"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":[0.00014129747,0.00013999533,0.0012089444,0.0016772243,0.00004019442,0.0012492102,0.02779028,0.0006108823,0.0055044256,0.6400622,0.16071515,0.16086014],"study_design_scores_gemma":[0.000011834264,0.00024858257,0.0006753222,0.0015914199,0.000017937688,0.0020542396,0.024111792,0.00023813682,0.0012774407,0.13771588,0.8319894,0.00006805721],"about_ca_topic_score_codex":0.00084201066,"about_ca_topic_score_gemma":0.0013845875,"teacher_disagreement_score":0.007470947,"about_ca_system_score_codex":0.0020521004,"about_ca_system_score_gemma":0.0017102552,"threshold_uncertainty_score":0.03285736},"labels":[],"label_agreement":null},{"id":"W4366716751","doi":"10.11159/ijci.2023.001","title":"Proof-of-Concept Laboratory-Scale Production of ‘Sand-like’ Material using Clayey Soil","year":2023,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Innovations in Concrete and Construction Materials","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":"National Research Foundation Singapore; Nemzeti Fejlesztési Minisztérium; National Research Foundation","keywords":"Clay soil; Scale (ratio); Production (economics); Geotechnical engineering; Geology; Soil science; Soil water; Geography; Economics; Cartography","score_opus":0.00865778719999471,"score_gpt":0.24518286533664999,"score_spread":0.23652507813665527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366716751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.936002,0.0010555097,0.050471872,0.00028186638,0.00029624003,0.0008176915,0.0029256127,0.0016200222,0.0065292567],"genre_scores_gemma":[0.92554677,0.00093767524,0.06688097,0.00007085436,0.000024942983,0.000501697,0.0018513931,0.0001302703,0.0040553953],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997743,0.000022546581,0.000017807024,0.000047682886,0.00009502673,0.000042699314],"domain_scores_gemma":[0.99970007,0.000047803325,0.00009216221,0.000047168916,0.00006183272,0.000050994175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050460885,0.0006413002,0.00036102414,0.0002646748,0.00021397139,0.00035757505,0.00073163514,0.0006754439,0.0027789895],"category_scores_gemma":[0.00034960455,0.0002461784,0.0005394652,0.0002172764,0.00032878702,0.00048267486,0.00027676282,0.00078312977,0.0012762619],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004801815,0.00012089009,0.00012086195,0.00025230905,0.000009912282,0.00022014472,0.000017803386,0.0004004985,0.9962393,0.00017743799,0.00029022654,0.002102677],"study_design_scores_gemma":[0.000021072963,0.00064906786,0.00091141183,0.000009433494,0.000009104883,0.00018053692,0.000020902671,0.0011886938,0.9921624,0.000035430385,0.004800369,0.000011565745],"about_ca_topic_score_codex":0.00036511666,"about_ca_topic_score_gemma":0.0007935975,"teacher_disagreement_score":0.0027789895,"about_ca_system_score_codex":0.00024933426,"about_ca_system_score_gemma":0.00033741875,"threshold_uncertainty_score":0.009296596},"labels":[],"label_agreement":null},{"id":"W4366992947","doi":"10.1016/j.matpr.2023.04.292","title":"3D printing of geopolymer mortar: Overview of the effect of mix design and printing parameters on the strength","year":2023,"lang":"en","type":"article","venue":"Materials Today Proceedings","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":12,"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":"Department of Mechanical Engineering, University of Alberta; Indian Institute of Technology Guwahati","keywords":"3D printing; Nozzle; Flexural strength; Compressive strength; Materials science; Mortar; Composite material; Mechanical engineering; Engineering","score_opus":0.02248538277434389,"score_gpt":0.23610129462736112,"score_spread":0.21361591185301723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366992947","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21786582,0.43282673,0.29594877,0.0008980838,0.0007946534,0.00030681747,0.0014102894,0.0023571043,0.047591675],"genre_scores_gemma":[0.4703666,0.27862284,0.22460502,0.0004672256,0.0005081184,0.00023445075,0.0012411544,0.00070198625,0.023252627],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990951,0.00007860929,0.00008225458,0.00010945214,0.0006000294,0.000034536683],"domain_scores_gemma":[0.99945337,0.00027197352,0.000088915076,0.00006027649,0.000110081695,0.000015439518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000790087,0.000610985,0.0007577694,0.0014874664,0.00019399513,0.0012871829,0.00084595976,0.00088083616,0.0026439165],"category_scores_gemma":[0.00074115227,0.0009031219,0.0010753947,0.001378543,0.00040645897,0.00075921504,0.00048668918,0.0010093335,0.0015189947],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014420053,0.00017990993,0.0007387092,0.0041531413,0.00010728415,0.00031223433,0.00016007671,0.014809287,0.58805436,0.0030149308,0.0015340678,0.38679186],"study_design_scores_gemma":[0.000014755781,0.00044000335,0.0041467366,0.00020673602,0.00012921501,0.0017593203,0.000047822003,0.01062315,0.91171217,0.00097271067,0.06983618,0.00011118906],"about_ca_topic_score_codex":0.00040271395,"about_ca_topic_score_gemma":0.0011194358,"teacher_disagreement_score":0.0026439165,"about_ca_system_score_codex":0.0005209848,"about_ca_system_score_gemma":0.00022952509,"threshold_uncertainty_score":0.008844793},"labels":[],"label_agreement":null},{"id":"W4367359399","doi":"10.2139/ssrn.4432547","title":"Explaining the Influence of Pore Forming and Stabilizing Agents on Thermal Isolating and Hygrometric Properties of Aerated Geopolymers Optimized for Building Decarbonization","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Aeration; Thermal; Materials science; Chemical engineering; Composite material; Waste management; Engineering; Meteorology; Physics","score_opus":0.0234817898461732,"score_gpt":0.2457932228770233,"score_spread":0.2223114330308501,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367359399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9898735,0.0013478393,0.0061638495,0.00008276603,0.00003299353,0.000010953456,0.00013304179,0.00007489842,0.002280057],"genre_scores_gemma":[0.9980008,0.0004273391,0.0009803289,0.000009456213,0.000004403196,0.000005547317,0.000056297034,0.000021086922,0.0004948385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993753,0.000008368628,0.0000029427065,0.000016798029,0.000015607617,0.00001871334],"domain_scores_gemma":[0.99987316,0.000066999746,0.000029029141,0.00001161443,0.000013065368,0.0000059598724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015329175,0.00030018244,0.00018185073,0.00011061919,0.000107141146,0.00027822296,0.00021359592,0.00022171024,0.0022663495],"category_scores_gemma":[0.0003778637,0.00011457249,0.00015958976,0.00012708084,0.00019650071,0.00034345026,0.00017414901,0.00040882826,0.00028013566],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021767111,0.000042256022,0.00042648427,0.00019234522,0.000010170103,0.00009605808,0.000054510074,0.010906804,0.9771261,0.003520775,0.00017817057,0.0072286194],"study_design_scores_gemma":[0.000011831434,0.00017179875,0.0013900836,0.000008051933,0.000018425857,0.000035960253,0.000037512826,0.021591892,0.9743702,0.0010812765,0.0012714562,0.00001142635],"about_ca_topic_score_codex":0.00042928293,"about_ca_topic_score_gemma":0.00060882285,"teacher_disagreement_score":0.0022663495,"about_ca_system_score_codex":0.000110001005,"about_ca_system_score_gemma":0.0001214748,"threshold_uncertainty_score":0.007581711},"labels":[],"label_agreement":null},{"id":"W4376112549","doi":"10.21203/rs.3.rs-2828827/v1","title":"RILEM TC 266-MRP - Round-Robin Rheological Tests on High Performance Mortar and Concrete with Adapted Rheology: Evaluating Structural Build-up at Rest of Mortar and Concrete","year":2023,"lang":"en","type":"preprint","venue":"Research Square","topic":"Innovations in Concrete and Construction Materials","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":"Queen's University","funders":"","keywords":"Rheometer; Rheology; Thixotropy; Mortar; Materials science; Yield (engineering); Composite material","score_opus":0.08298439669841397,"score_gpt":0.3645189423361498,"score_spread":0.28153454563773583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376112549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910982,0.00007605175,0.004202435,0.0000080552445,0.000017431086,0.000054711396,0.00069200783,0.00021009697,0.0036410182],"genre_scores_gemma":[0.9941298,0.000041524167,0.002945013,0.000006071341,0.0000045897864,0.00003143548,0.00053390703,0.00006770904,0.0022399256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99931645,0.00010610998,0.00006136268,0.0001115956,0.0003082996,0.00009622068],"domain_scores_gemma":[0.9990369,0.00023097573,0.000088605346,0.00018887104,0.00033380365,0.00012079909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006085795,0.0006652695,0.00043145815,0.00083536404,0.00041900374,0.0003424614,0.0008282985,0.0007168616,0.0059865466],"category_scores_gemma":[0.001183786,0.00031061642,0.0004647087,0.00064911676,0.0004101586,0.0005326604,0.0004051663,0.00042870018,0.0016828753],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027842703,0.00053088483,0.008079614,0.00023216207,0.000034089524,0.00044951122,0.0003616824,0.00899411,0.95604634,0.00046233443,0.0007420222,0.021282988],"study_design_scores_gemma":[0.0000906134,0.002639646,0.05778611,0.000013746164,0.00007021989,0.00031092696,0.00021270312,0.015492741,0.9215807,0.000109251334,0.0016346251,0.000058702593],"about_ca_topic_score_codex":0.0023566654,"about_ca_topic_score_gemma":0.0032317347,"teacher_disagreement_score":0.0059865466,"about_ca_system_score_codex":0.00026229283,"about_ca_system_score_gemma":0.00027638732,"threshold_uncertainty_score":0.020026982},"labels":[],"label_agreement":null},{"id":"W4376126836","doi":"10.1016/j.addma.2023.103606","title":"Unveiling pore formation and its influence on micromechanical property and stress distribution of 3D printed foam concrete modified with hydroxypropyl methylcellulose and silica fume","year":2023,"lang":"en","type":"article","venue":"Additive manufacturing","topic":"Innovations in Concrete and Construction Materials","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":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Materials science; Composite material; Silica fume; Porosity; Elastic modulus; Rheology; Matrix (chemical analysis); Stress (linguistics); Fly ash","score_opus":0.010830825005366918,"score_gpt":0.2089373067189761,"score_spread":0.19810648171360917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376126836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988225,0.0000911163,0.000880326,0.000006685358,0.0000045286283,0.0000016849831,0.000021472597,0.000014761516,0.00015680387],"genre_scores_gemma":[0.99934477,0.00004236316,0.00044165325,0.0000034196667,0.0000014665673,0.0000020705672,0.000012212325,0.0000032321257,0.00014882865],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989295,0.000009134361,0.000006982923,0.000025972902,0.000046355788,0.000018518713],"domain_scores_gemma":[0.9996879,0.000104738,0.00010913278,0.000022470707,0.000050877603,0.000024838908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011999325,0.00017627893,0.00010268532,0.00013654605,0.00008458441,0.00015679505,0.00010579494,0.00022307834,0.0006235348],"category_scores_gemma":[0.0003078138,0.00013922711,0.00016177208,0.00012078916,0.00028830886,0.00019219892,0.00010835177,0.0002200675,0.000069890426],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003424584,0.00000632062,0.00026190086,0.000014058526,0.0000023312011,0.000030380814,0.000022639111,0.00024086905,0.99872273,0.00002104303,0.0000035714193,0.00063975045],"study_design_scores_gemma":[0.00000193708,0.000055953136,0.0036770105,0.0000011821794,0.000006483176,0.000026697173,0.000018706383,0.0021006141,0.99401045,0.000009314998,0.00008701678,0.000004716526],"about_ca_topic_score_codex":0.0004952186,"about_ca_topic_score_gemma":0.0008016301,"teacher_disagreement_score":0.0006235348,"about_ca_system_score_codex":0.00011755645,"about_ca_system_score_gemma":0.00009291271,"threshold_uncertainty_score":0.0020859241},"labels":[],"label_agreement":null},{"id":"W4376869434","doi":"10.18280/acsm.470204","title":"Enhancing Self-Compacting Concrete Performance by Substituting Fine Limestone with Wood Ash","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Wood ash; Fly ash; Self-consolidating concrete; Materials science; Composite material; Geotechnical engineering; Environmental science; Waste management; Engineering; Compressive strength; Chemistry","score_opus":0.015458240112559361,"score_gpt":0.23358019277258277,"score_spread":0.2181219526600234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376869434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963659,0.00034164666,0.002151807,0.000009137826,0.000006745423,0.000012670751,0.000030492527,0.000025600113,0.0010558743],"genre_scores_gemma":[0.9956001,0.00023060958,0.0031604816,0.0000073646224,0.0000017942002,0.000004780639,0.000047573463,0.000006909218,0.0009403654],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987805,0.000017927096,0.000013551143,0.000018963228,0.0000523643,0.000019093888],"domain_scores_gemma":[0.9999039,0.000012213158,0.000033923207,0.000012107324,0.000022626064,0.000015076778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001615509,0.0002569954,0.00014781985,0.00028424384,0.00009582048,0.00019817457,0.00020333564,0.00015954122,0.0007552894],"category_scores_gemma":[0.00017714466,0.00007112703,0.00019970894,0.00019489024,0.00010902617,0.00022972915,0.00020447727,0.0001715012,0.00017059066],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000809919,0.00009652724,0.0011111769,0.00011343963,0.000010614245,0.000063211504,0.000029159755,0.0013575464,0.9894855,0.00012002519,0.000023045957,0.007508643],"study_design_scores_gemma":[0.00000467152,0.0006284581,0.0040664626,0.0000117793315,0.000025510366,0.000106233405,0.000029254083,0.0018594842,0.99140257,0.00002280284,0.0018371966,0.0000055840696],"about_ca_topic_score_codex":0.00059881655,"about_ca_topic_score_gemma":0.0031127483,"teacher_disagreement_score":0.0007552894,"about_ca_system_score_codex":0.000118379765,"about_ca_system_score_gemma":0.0001871762,"threshold_uncertainty_score":0.002526641},"labels":[],"label_agreement":null},{"id":"W4377031265","doi":"10.18280/acsm.470208","title":"Analysis of Mechanical and Environmental Effects of Utilizing Waste Glass for the Creation of Sustainable Ultra-High Performance Concrete","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":10,"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":"Sustainable society; Waste management; Business; Materials science; Environmental science; Sustainability; Engineering","score_opus":0.013154115053951544,"score_gpt":0.23741305426128811,"score_spread":0.22425893920733658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377031265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99020886,0.00381647,0.0016628309,0.00006968723,0.000050227965,0.000039623137,0.0006581957,0.000031774263,0.0034622098],"genre_scores_gemma":[0.99279433,0.0026586265,0.0013389906,0.00004358052,0.000011402709,0.000030190797,0.00039826494,0.000016529597,0.002708142],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995957,0.000027310485,0.00002019557,0.000041318734,0.00025408476,0.00006145246],"domain_scores_gemma":[0.9998072,0.000037227535,0.00004039489,0.000009288963,0.00008250977,0.000023497996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003099006,0.00034734712,0.0002685837,0.0008837899,0.00033853183,0.00034010853,0.00026466043,0.00043449688,0.0022017458],"category_scores_gemma":[0.0002483712,0.00017961119,0.0006652828,0.0008037002,0.00028748243,0.000411897,0.00020482695,0.0006181104,0.00029246855],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022129726,0.0001303898,0.0052276463,0.00071834866,0.00004832072,0.00028377163,0.00010884216,0.0031367806,0.9806738,0.00025542773,0.0003009588,0.008894519],"study_design_scores_gemma":[0.000016668122,0.0017405077,0.07196381,0.00008204681,0.00014688713,0.00024174235,0.0006715844,0.010703146,0.908581,0.00033893101,0.0054621273,0.000051547922],"about_ca_topic_score_codex":0.0021189365,"about_ca_topic_score_gemma":0.005422045,"teacher_disagreement_score":0.0022017458,"about_ca_system_score_codex":0.0002896023,"about_ca_system_score_gemma":0.0002624269,"threshold_uncertainty_score":0.007365525},"labels":[],"label_agreement":null},{"id":"W4378421092","doi":"10.14359/51738818","title":"Linking Concrete Rheology to Strength: Sustainability Model Approach","year":2023,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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":"Federal Highway Administration; McMaster University; Cement Association of Canada; University of Texas at Austin","keywords":"Rheology; Sustainability; Materials science; Geotechnical engineering; Composite material; Geology; Ecology","score_opus":0.017433366638606587,"score_gpt":0.25535761372145305,"score_spread":0.23792424708284646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378421092","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.052809216,0.00027767976,0.8258727,0.0024168494,0.00011152933,0.00013489233,0.0005914698,0.00044227426,0.117343366],"genre_scores_gemma":[0.88100684,0.00087986595,0.070422724,0.0003269203,0.000103935345,0.0003815674,0.0004350293,0.00028191833,0.046161164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996222,0.0001414328,0.000014833957,0.00008511803,0.00009088193,0.00004552122],"domain_scores_gemma":[0.9994831,0.00020775126,0.00006916874,0.00006632629,0.00014113018,0.000032474156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083226466,0.0008024215,0.00070300867,0.0012640222,0.0004076372,0.0019295416,0.0022528386,0.0016284417,0.013248112],"category_scores_gemma":[0.0021021683,0.0004938768,0.0010795168,0.0008948449,0.00081426423,0.0032572516,0.0018285078,0.0013251423,0.0019425803],"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":[0.000024786972,0.00025263548,0.0019791867,0.000119191194,0.000065486835,0.00012362759,0.00010835894,0.6296902,0.0015341212,0.34334975,0.0024550925,0.020297527],"study_design_scores_gemma":[0.00000950674,0.000038161303,0.00047989897,0.00002246181,0.000022802222,0.00003045605,0.00008249259,0.8518835,0.0004305626,0.14403294,0.002948745,0.000018505396],"about_ca_topic_score_codex":0.0061664167,"about_ca_topic_score_gemma":0.004118964,"teacher_disagreement_score":0.013248112,"about_ca_system_score_codex":0.0012783421,"about_ca_system_score_gemma":0.0017838853,"threshold_uncertainty_score":0.04431939},"labels":[],"label_agreement":null},{"id":"W4378650120","doi":"10.55449/conresol.6.23.i-014","title":"AVALIAÇÃO TÉRMICA DA UTILIZAÇÃO DO XISTO PARA FORMULAÇÃO DE MASSA CERÂMICA","year":2023,"lang":"pt","type":"article","venue":"Anais Congresso Sul-Americano de Resíduos Sólidos e Sustentabilidade","topic":"Innovations in Concrete and Construction Materials","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":"Employment and Social Development Canada","funders":"","keywords":"Materials science; Mica; Composite material","score_opus":0.03624324317837336,"score_gpt":0.3041214682344635,"score_spread":0.26787822505609016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378650120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952754,0.0016662653,0.0013617772,0.000028974546,0.000016468048,0.000017514487,0.000093816576,0.000027524138,0.001512309],"genre_scores_gemma":[0.993294,0.0016106544,0.0026764893,0.000013971818,0.000006707397,0.000020339638,0.00007964816,0.000017359826,0.002280804],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997222,0.000029280785,0.000018678216,0.000051948104,0.00013822858,0.00003956227],"domain_scores_gemma":[0.999511,0.00016796254,0.00011999804,0.000041074014,0.00014180466,0.000018134833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046697582,0.00019415909,0.0002420223,0.00030944592,0.00018264976,0.000442908,0.00029061682,0.00035188583,0.001687749],"category_scores_gemma":[0.0011066772,0.00017680414,0.00028401628,0.00039501465,0.00024448326,0.00047316554,0.00023289591,0.0003063222,0.00027520067],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020931454,0.00003699113,0.002486524,0.00023132778,0.000013110897,0.00006454222,0.00013970067,0.00026890798,0.98472244,0.00009895658,0.00004998436,0.011678154],"study_design_scores_gemma":[0.000006625765,0.0012825421,0.013067621,0.000025122928,0.000047294958,0.0001110415,0.00018941848,0.0017260212,0.9801334,0.000035309266,0.003364631,0.000010846639],"about_ca_topic_score_codex":0.0013330271,"about_ca_topic_score_gemma":0.003450256,"teacher_disagreement_score":0.001687749,"about_ca_system_score_codex":0.00037087157,"about_ca_system_score_gemma":0.00023550153,"threshold_uncertainty_score":0.00564605},"labels":[],"label_agreement":null},{"id":"W4379118064","doi":"10.1007/978-3-031-32511-3_30","title":"Finite Element Analysis of Hardened Properties of 3D-Printed Concrete","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"Finite element method; Materials science; Structural engineering; Durability; 3D printing; Material properties; Flexural strength; Layer (electronics); Composite material; Mechanical engineering; Engineering","score_opus":0.016179458685938446,"score_gpt":0.2032916145869003,"score_spread":0.18711215590096184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379118064","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33000022,0.000581978,0.6336618,0.00027237667,0.00009628584,0.000078265955,0.0003174708,0.0008092851,0.03418228],"genre_scores_gemma":[0.92928046,0.00028701755,0.053477127,0.00007705385,0.000024555236,0.000086772394,0.0002548773,0.00020859652,0.016303591],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997937,0.00004728991,0.000010705467,0.000024230654,0.00010334928,0.000020722653],"domain_scores_gemma":[0.99934155,0.00046323353,0.000043637763,0.000064969245,0.00007227026,0.000014309791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034513735,0.00039691577,0.0005737306,0.00057441706,0.00023341119,0.00070753146,0.00096068374,0.0012557105,0.004868452],"category_scores_gemma":[0.0010773507,0.00049664365,0.00070253987,0.00037055893,0.000807434,0.00057029806,0.00052954105,0.0005678126,0.00074169604],"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":[0.00005802424,0.00005639359,0.0003042144,0.00007993154,0.000018237517,0.00007328854,0.0000696089,0.960571,0.019085232,0.0055635,0.00026429718,0.013856249],"study_design_scores_gemma":[0.000003570587,0.000014334338,0.00028449914,0.000006463106,0.0000029965963,0.00001722412,0.0000125874185,0.9957209,0.0028011792,0.00078113395,0.00035028017,0.0000048199777],"about_ca_topic_score_codex":0.0018523311,"about_ca_topic_score_gemma":0.0020402826,"teacher_disagreement_score":0.004868452,"about_ca_system_score_codex":0.00042502498,"about_ca_system_score_gemma":0.00037832235,"threshold_uncertainty_score":0.016286552},"labels":[],"label_agreement":null},{"id":"W4379662284","doi":"10.1016/j.ijrmms.2023.105445","title":"Example framework for evaluation of synthetic rock-like materials as applied to a commercial gypsum cement","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Innovations in Concrete and Construction Materials","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 Toronto; Geomechanica (Canada)","funders":"","keywords":"Replica; Gypsum; Sedimentary rock; Geotechnical engineering; Rock mechanics; Geology; Cement; Mineralogy; Poisson's ratio; Geomechanics; Modulus; Material properties; Materials science; Composite material; Poisson distribution; Mathematics; Statistics; Geochemistry","score_opus":0.055602418728252716,"score_gpt":0.33064030534531635,"score_spread":0.27503788661706363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379662284","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2170565,0.00076333596,0.70015097,0.0005541066,0.00010918157,0.0010840131,0.003006235,0.002438862,0.074836776],"genre_scores_gemma":[0.7118748,0.00045332394,0.27524507,0.00006134748,0.000016328424,0.000479109,0.0011165846,0.00019671784,0.010556696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999064,0.00021073049,0.00004384428,0.000098537166,0.00048631665,0.00009655962],"domain_scores_gemma":[0.99963224,0.00009782624,0.000027445847,0.000050336224,0.0001703733,0.000021716505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009952992,0.00070599705,0.00050493213,0.0012170393,0.00062513485,0.001593557,0.0010332888,0.0010698156,0.0054630972],"category_scores_gemma":[0.0010318245,0.00019854621,0.00083021907,0.00052045257,0.00070666417,0.00056216953,0.0008489006,0.00041870607,0.00067788805],"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":[0.0011113719,0.0006237499,0.0060428455,0.0015385634,0.00016830643,0.0019910547,0.0010406799,0.37678048,0.21053295,0.28312707,0.0076608653,0.10938211],"study_design_scores_gemma":[0.00013801454,0.00064292713,0.005196974,0.0002766013,0.00018104922,0.0005181776,0.000749695,0.7484275,0.1353264,0.054497175,0.053942043,0.000103497725],"about_ca_topic_score_codex":0.0076165125,"about_ca_topic_score_gemma":0.007225389,"teacher_disagreement_score":0.0076165125,"about_ca_system_score_codex":0.0011701499,"about_ca_system_score_gemma":0.0011084039,"threshold_uncertainty_score":0.018275857},"labels":[],"label_agreement":null},{"id":"W4379912641","doi":"10.1007/978-3-031-33187-9_61","title":"An Optimum Mix Design Method for 3D Concrete Printing Applications","year":2023,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovations in Concrete and Construction Materials","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":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Superplasticizer; Cement; Extrusion; Mortar; Slump; Process engineering; Materials science; Computer science; Engineering; Composite material","score_opus":0.0377712531521645,"score_gpt":0.2803798978565615,"score_spread":0.24260864470439697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379912641","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0031391925,0.00025300705,0.9839371,0.00002371419,0.000045755743,0.00003484168,0.000050990457,0.0006002681,0.011915093],"genre_scores_gemma":[0.07186666,0.0005075047,0.8893749,0.000053110634,0.000038459664,0.00021948425,0.00014259332,0.0004387279,0.03735856],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996475,0.000033223227,0.000012512913,0.000035489156,0.00025538943,0.000015840385],"domain_scores_gemma":[0.9999014,0.000036001245,0.000011980422,0.000012523528,0.000034680914,0.000003282548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018542631,0.00067404815,0.00047360978,0.00060990977,0.00029471677,0.00055268983,0.0007095672,0.000630269,0.015680294],"category_scores_gemma":[0.0003484931,0.00069248496,0.00067798694,0.0005196334,0.00023285084,0.00044104792,0.0005159397,0.0006529494,0.0033737125],"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":[0.00011172603,0.000081681756,0.00029652656,0.00046608536,0.00004354076,0.00009198461,0.00010678576,0.18165906,0.23820369,0.022942318,0.007770071,0.54822654],"study_design_scores_gemma":[0.000028023276,0.00020182744,0.00081891794,0.00007242916,0.000047761438,0.00044638978,0.000041521467,0.8079488,0.0951375,0.008855375,0.08635295,0.000048473197],"about_ca_topic_score_codex":0.0005948815,"about_ca_topic_score_gemma":0.0023521148,"teacher_disagreement_score":0.015680294,"about_ca_system_score_codex":0.00031865932,"about_ca_system_score_gemma":0.00040753,"threshold_uncertainty_score":0.052455783},"labels":[],"label_agreement":null},{"id":"W4382539300","doi":"10.18280/mmep.100311","title":"Parametric Analysis of the Static Behavior of Long Cylindrical Concrete Thin Shells under Self-Weight Loading","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Innovations in Concrete and Construction Materials","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":"Parametric statistics; Materials science; Structural engineering; Composite material; Engineering; Mathematics; Statistics","score_opus":0.022276902207518736,"score_gpt":0.22299687566741622,"score_spread":0.20071997345989748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382539300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98774755,0.00006367871,0.011146356,0.000010263285,0.0000052818723,0.000009966147,0.000039299503,0.0000469506,0.00093067717],"genre_scores_gemma":[0.9984464,0.000038472095,0.0011458569,0.0000019978895,8.6630513e-7,0.0000065111835,0.000023651595,0.000006333447,0.00032992006],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997204,0.000036915822,0.000017249311,0.000030621108,0.00015171658,0.000043017197],"domain_scores_gemma":[0.9994634,0.00020223396,0.00012644114,0.00010437967,0.00007988221,0.000023722176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003380806,0.000345968,0.00031135647,0.0004319437,0.00017076169,0.0002484638,0.0003287403,0.0003790592,0.0008014063],"category_scores_gemma":[0.00099452,0.00019366726,0.0003001132,0.00024119807,0.0005587083,0.00027366375,0.00044426898,0.00020153537,0.00015223915],"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":[0.00024237605,0.00006222132,0.0044037723,0.00015151528,0.000025759156,0.00064246106,0.00034277333,0.15569389,0.82043463,0.000620788,0.00009323519,0.017286569],"study_design_scores_gemma":[0.000014580491,0.0011165539,0.04589433,0.000042366526,0.000050624683,0.00077010406,0.00053322595,0.5187675,0.43058458,0.00052223686,0.0016168851,0.00008710517],"about_ca_topic_score_codex":0.0004626598,"about_ca_topic_score_gemma":0.00072093215,"teacher_disagreement_score":0.0008014063,"about_ca_system_score_codex":0.000106561194,"about_ca_system_score_gemma":0.00021113154,"threshold_uncertainty_score":0.002681017},"labels":[],"label_agreement":null},{"id":"W4382539313","doi":"10.18280/mmep.100307","title":"Mathematical Modeling for Evaluating the Mechanical Properties of High Strength Concrete with Natural Zeolite and Additives","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Innovations in Concrete and Construction Materials","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":"Zeolite; Natural (archaeology); Materials science; Mechanical strength; Composite material; Structural engineering; Engineering; Geology; Chemistry","score_opus":0.04297131258093054,"score_gpt":0.23340521383798146,"score_spread":0.19043390125705092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382539313","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06359466,0.0011610676,0.92863685,0.00035147046,0.000048814712,0.00011516109,0.00038933498,0.00025604706,0.005446662],"genre_scores_gemma":[0.9052544,0.0021992202,0.081822306,0.0001066526,0.0000637654,0.00093335833,0.0006979583,0.00008052588,0.008841732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996476,0.0001052908,0.000025871414,0.00006804688,0.0001135508,0.000039648414],"domain_scores_gemma":[0.998973,0.0006864671,0.00017663659,0.000034668516,0.000113515416,0.000015758815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012305012,0.00090272527,0.00055923744,0.0006985252,0.0002628363,0.0007954168,0.0009211576,0.0012271999,0.0013775942],"category_scores_gemma":[0.0027615828,0.00034673605,0.0011851444,0.0006894877,0.00049597,0.00087192754,0.0005861366,0.0009672858,0.0005063395],"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":[0.000013557371,0.000040066243,0.00093020493,0.00009549165,0.000023132417,0.00004000691,0.000028597351,0.9852938,0.0028048495,0.0053091915,0.00017025581,0.005250879],"study_design_scores_gemma":[0.0000013563174,0.00001239664,0.00022072239,0.0000048161814,0.000003948342,0.000005366386,0.0000050308263,0.9983412,0.0003468762,0.0008084003,0.00024699705,0.0000028566785],"about_ca_topic_score_codex":0.005111345,"about_ca_topic_score_gemma":0.003559247,"teacher_disagreement_score":0.005111345,"about_ca_system_score_codex":0.0007298948,"about_ca_system_score_gemma":0.0010350824,"threshold_uncertainty_score":0.010163188},"labels":[],"label_agreement":null},{"id":"W4382680821","doi":"10.11159/iccste23.116","title":"Use of Taguchi Method to Optimize the Mix Design of Pervious Geopolymer Concrete","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"United Arab Emirates University","keywords":"Pervious concrete; Geopolymer cement; Taguchi methods; Geopolymer; Computer science; Civil engineering; Materials science; Waste management; Engineering; Composite material; Fly ash; Cement; Machine learning","score_opus":0.03560017248456081,"score_gpt":0.25031454458930896,"score_spread":0.21471437210474814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382680821","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23264395,0.0012479811,0.76244915,0.00006286981,0.00004806495,0.00049301825,0.00014769919,0.00029340302,0.0026137999],"genre_scores_gemma":[0.47638392,0.0006799705,0.52104485,0.00003734935,0.0000094497,0.000603003,0.00010669062,0.000052169908,0.001082567],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99855345,0.00048248653,0.00012524784,0.0001895344,0.0005446786,0.000104591214],"domain_scores_gemma":[0.99927706,0.00033509414,0.00017386329,0.000035488254,0.00014750703,0.000031038453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002407362,0.0014736222,0.0011950362,0.0011836156,0.00036755242,0.0011052696,0.00080916507,0.0007591965,0.00084483396],"category_scores_gemma":[0.0015110587,0.00074522,0.0009376929,0.0010276131,0.00036186646,0.00045971567,0.00044287572,0.00066358066,0.0002662247],"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":[0.00045131033,0.00043386157,0.0026087463,0.0011641184,0.00011796194,0.00017977807,0.00022005998,0.31010595,0.5765655,0.0011807287,0.00022400983,0.10674811],"study_design_scores_gemma":[0.00010018294,0.002932525,0.0036894684,0.00005550172,0.00023378801,0.00013115731,0.00017252345,0.56473374,0.4230007,0.00095948926,0.0038837995,0.000107046464],"about_ca_topic_score_codex":0.0013075791,"about_ca_topic_score_gemma":0.003668699,"teacher_disagreement_score":0.002407362,"about_ca_system_score_codex":0.0006502049,"about_ca_system_score_gemma":0.0010259345,"threshold_uncertainty_score":0.0127314925},"labels":[],"label_agreement":null},{"id":"W4383877025","doi":"10.24928/2023/0247","title":"Flexible Robotic Production in Off-Site Construction: A Lean Approac","year":2023,"lang":"en","type":"article","venue":"Annual Conference of the International Group for Lean Construction","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"","keywords":"Production (economics); Manufacturing engineering; Computer science; Lean manufacturing; Engineering","score_opus":0.028174320507876233,"score_gpt":0.2448752686485656,"score_spread":0.21670094814068935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383877025","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27189198,0.0015559535,0.664043,0.005606513,0.00010562911,0.0003130678,0.00012728405,0.00016229683,0.056194287],"genre_scores_gemma":[0.9018242,0.00066465297,0.09474193,0.00026819805,0.000047987774,0.00016782893,0.000040253522,0.000015853266,0.0022291397],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99687946,0.0018195505,0.00006069794,0.00035255786,0.0006993466,0.00018836396],"domain_scores_gemma":[0.9962231,0.0019439823,0.00086856686,0.00035106298,0.00042781743,0.00018542445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038802663,0.00085034006,0.00037017197,0.0013187533,0.0006640225,0.0025978547,0.0012275168,0.0008471685,0.002366527],"category_scores_gemma":[0.0036542728,0.00027303878,0.0005176029,0.0012561245,0.0046112505,0.0023662657,0.0025781794,0.0011669658,0.00018349811],"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":[0.00032244806,0.00082165026,0.033533227,0.00082528865,0.00017049402,0.00049593765,0.004365623,0.06617123,0.005391493,0.6787466,0.0014176684,0.20773832],"study_design_scores_gemma":[0.00011439783,0.0018038254,0.045895625,0.0007793361,0.00017325378,0.0003353261,0.010184861,0.14956698,0.00560658,0.74958295,0.035822745,0.00013406912],"about_ca_topic_score_codex":0.0019243784,"about_ca_topic_score_gemma":0.005915411,"teacher_disagreement_score":0.0038802663,"about_ca_system_score_codex":0.0033651763,"about_ca_system_score_gemma":0.0032219987,"threshold_uncertainty_score":0.024416149},"labels":[],"label_agreement":null},{"id":"W4384575880","doi":"10.1061/jcemd4.coeng-13298","title":"A Simulation Model to Analyze Different Automation Scenarios in a Mixed-Assembly Manufacturing Line: Timber-Frame Prefabrication Industry","year":2023,"lang":"en","type":"article","venue":"Journal of Construction Engineering and Management","topic":"Innovations in Concrete and Construction Materials","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":"Natural Sciences and Engineering Research Council of Canada; Université Laval","funders":"","keywords":"Prefabrication; Automation; Frame (networking); Production (economics); Engineering; Manufacturing engineering; Computer science; Systems engineering; Risk analysis (engineering); Industrial engineering; Civil engineering; Business; Mechanical engineering; Economics","score_opus":0.011358872435667623,"score_gpt":0.24157451880471542,"score_spread":0.2302156463690478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384575880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7383362,0.0006865637,0.20994611,0.0008968842,0.00015956227,0.00062638556,0.0028365816,0.00064348325,0.045868233],"genre_scores_gemma":[0.96529627,0.00042278643,0.024495637,0.000056970504,0.000014018419,0.00065625046,0.0008979252,0.000032073178,0.00812796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996432,0.0001531216,0.000015955757,0.000048168295,0.00005059368,0.000088895504],"domain_scores_gemma":[0.99829453,0.0012584644,0.00013225277,0.00004799434,0.000176469,0.00009029578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084646535,0.0011576473,0.00096488034,0.00093630195,0.0008605025,0.0014864433,0.0012372638,0.0022530851,0.00635349],"category_scores_gemma":[0.0017489977,0.0005426074,0.0012973828,0.0010210114,0.0005433557,0.00077805336,0.0007829656,0.0012450437,0.00045833192],"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":[0.00004202649,0.00004598085,0.00072827906,0.000022243308,0.000009799369,0.00003545647,0.000018285,0.997051,0.00023876573,0.0010437405,0.00008599501,0.0006782787],"study_design_scores_gemma":[0.000017209166,0.00004686527,0.00021420757,0.0000062362305,0.000009546106,0.000004971018,0.000029908995,0.9988939,0.00014642962,0.00033246452,0.00029358754,0.0000046762652],"about_ca_topic_score_codex":0.030654388,"about_ca_topic_score_gemma":0.019707702,"teacher_disagreement_score":0.030654388,"about_ca_system_score_codex":0.0017644706,"about_ca_system_score_gemma":0.0020285626,"threshold_uncertainty_score":0.06095195},"labels":[],"label_agreement":null},{"id":"W4385311355","doi":"10.1016/j.matpr.2023.07.231","title":"Effect of the structuration rate on dimensional stability and mechanical performance of 3D printed mortars","year":2023,"lang":"en","type":"article","venue":"Materials Today Proceedings","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"","keywords":"Materials science; Formwork; Composite material; Extrusion; Mortar; Fabrication; Mechanical engineering; 3D printing; Engineering","score_opus":0.008108962531328688,"score_gpt":0.2152053824419382,"score_spread":0.2070964199106095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385311355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985788,0.00013893725,0.0005809964,0.000014201186,0.000016678312,0.0000018797327,0.00004808783,0.000054637287,0.0005657967],"genre_scores_gemma":[0.9991541,0.00005083875,0.00030249366,0.000008404652,0.0000045338747,0.0000016168711,0.000034913348,0.000022413262,0.00042074756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968684,0.000053913933,0.000033699114,0.000056688383,0.00010241101,0.000066493536],"domain_scores_gemma":[0.9975988,0.0012316948,0.00046816678,0.00025534164,0.0002987325,0.00014718783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037174232,0.0003386001,0.00026692185,0.00034316257,0.00018644608,0.0005598694,0.0003445167,0.0005639376,0.0034486924],"category_scores_gemma":[0.0020710337,0.0003818945,0.00027692755,0.00029694068,0.00038410054,0.00040344556,0.00024517937,0.00043714955,0.00053928065],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015982979,0.00011484792,0.0021825216,0.00007915642,0.000024318835,0.0002735123,0.00014723297,0.012062193,0.9756867,0.00011621036,0.000117224496,0.007597731],"study_design_scores_gemma":[0.000018176906,0.0008163664,0.008047104,0.000008745979,0.00003573735,0.0000915522,0.00007293445,0.00906733,0.98152184,0.000024553327,0.00027188542,0.000023857665],"about_ca_topic_score_codex":0.00040656363,"about_ca_topic_score_gemma":0.0005677325,"teacher_disagreement_score":0.0034486924,"about_ca_system_score_codex":0.00019961089,"about_ca_system_score_gemma":0.00012281165,"threshold_uncertainty_score":0.011537015},"labels":[],"label_agreement":null},{"id":"W4385788468","doi":"10.1016/j.aei.2023.102140","title":"Enhancing construction robot learning for collaborative and long-horizon tasks using generative adversarial imitation learning","year":2023,"lang":"en","type":"article","venue":"Advanced Engineering Informatics","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":30,"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":"Reinforcement learning; Robot; Computer science; Artificial intelligence; Human–computer interaction; Adversarial system; Control (management); Machine learning","score_opus":0.01041735462965053,"score_gpt":0.2351327747687592,"score_spread":0.22471542013910867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385788468","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.066026874,0.00020736232,0.9289096,0.0001901278,0.000054942087,0.000048835613,0.000026179086,0.00081992504,0.003716242],"genre_scores_gemma":[0.92898315,0.00007676095,0.0667961,0.00012732009,0.000025063302,0.00007434976,0.00007792345,0.000080814956,0.0037586032],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968684,0.00006853384,0.000009520967,0.00009196327,0.00008456845,0.0000585602],"domain_scores_gemma":[0.9988041,0.0007998383,0.00009166309,0.00011759463,0.000116620875,0.00007021742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008679417,0.000886292,0.0008063383,0.00032294655,0.00040428835,0.00060729316,0.0014669375,0.0015930474,0.0024713015],"category_scores_gemma":[0.0027375384,0.00047350687,0.0006014784,0.00027575588,0.0008645139,0.0010323623,0.0020032322,0.0015316914,0.00063012814],"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":[0.000115611045,0.00009385586,0.0006239601,0.000045319204,0.000033388573,0.00009102897,0.000068781505,0.94291717,0.005205219,0.0027699182,0.0006118624,0.04742385],"study_design_scores_gemma":[0.0000037128273,0.000021867954,0.0000615875,0.000001517093,0.0000023183527,0.000007894026,0.000003831679,0.99831116,0.0005498002,0.00094363943,0.00009058001,0.0000022239951],"about_ca_topic_score_codex":0.0046674437,"about_ca_topic_score_gemma":0.004636262,"teacher_disagreement_score":0.0046674437,"about_ca_system_score_codex":0.0005367226,"about_ca_system_score_gemma":0.00081393257,"threshold_uncertainty_score":0.009280503},"labels":[],"label_agreement":null},{"id":"W4385859527","doi":"10.1007/978-3-031-34593-7_17","title":"An Integrated Approach Combining Virtual Environments and Reinforcement Learning to Train Construction Robots for Conducting Tasks Under Uncertainties","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Robot; Reinforcement learning; Testbed; Task (project management); Robustness (evolution); Computer science; Simulation; Engineering; Robotics; Control engineering; Human–computer interaction; Artificial intelligence; Systems engineering","score_opus":0.0251739399456527,"score_gpt":0.2269563594453627,"score_spread":0.20178241949971,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385859527","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018533291,0.00015899184,0.9755622,0.000052689193,0.00004710002,0.000032830103,0.000013961431,0.0005511292,0.0050477367],"genre_scores_gemma":[0.6737628,0.00024202692,0.31580904,0.00010249238,0.00003593603,0.00018271922,0.000072225674,0.00008224003,0.0097106155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998074,0.0000459463,0.000008025808,0.00004864564,0.000058628288,0.00003133469],"domain_scores_gemma":[0.99986327,0.000053712756,0.000013158809,0.000021834549,0.000031488227,0.000016537902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034643404,0.00057952275,0.0004960858,0.00033219167,0.00026526774,0.00056025805,0.0009585264,0.0007463244,0.0024522545],"category_scores_gemma":[0.0004652625,0.0003128594,0.00043042106,0.00032262562,0.00042916145,0.0006907521,0.0013077037,0.0005908596,0.00045390055],"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":[0.00012740956,0.00023839474,0.00040641782,0.0001003118,0.000077966026,0.00010758171,0.000101077836,0.7004671,0.026092531,0.008696408,0.0012764898,0.26230827],"study_design_scores_gemma":[0.000013029627,0.00015110458,0.0002089874,0.000009600648,0.000016336113,0.000042013806,0.000018692417,0.9898066,0.003710486,0.003928239,0.0020849102,0.000010162843],"about_ca_topic_score_codex":0.0018144206,"about_ca_topic_score_gemma":0.0024362667,"teacher_disagreement_score":0.0024522545,"about_ca_system_score_codex":0.00025240466,"about_ca_system_score_gemma":0.00056837517,"threshold_uncertainty_score":0.008203626},"labels":[],"label_agreement":null},{"id":"W4385859572","doi":"10.1007/978-3-031-34593-7_37","title":"Robotic Additive Manufacturing Using a Visual Programming BIM Environment","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"École de Technologie Supérieure","funders":"","keywords":"Building information modeling; Interoperability; Workflow; Process (computing); Systems engineering; Engineering; Computer science; Quality (philosophy); Productivity; Manufacturing engineering; Software engineering; Engineering management; Process management; Operations management; Scheduling (production processes); World Wide Web; Database","score_opus":0.013177601785881742,"score_gpt":0.2111544663325632,"score_spread":0.19797686454668148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385859572","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019587313,0.000053449956,0.9862779,0.000028374014,0.000024129837,0.000028950974,0.000068975714,0.0044648936,0.007094542],"genre_scores_gemma":[0.06395119,0.00022868092,0.9237679,0.00004811293,0.000013479718,0.00014230899,0.00032840628,0.0013457281,0.010174265],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996636,0.000033323402,0.000015718177,0.0000484774,0.0002078607,0.000031029707],"domain_scores_gemma":[0.9998273,0.00006291595,0.000011970524,0.000043547945,0.000036878875,0.000017551789],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034872707,0.00080329407,0.0006370485,0.00058951747,0.00043160762,0.001203047,0.0018162515,0.0006151004,0.01269258],"category_scores_gemma":[0.00048398954,0.0007617834,0.0008430752,0.00063615665,0.00041982316,0.00096053537,0.0018989795,0.001115808,0.0025681488],"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":[0.0002110786,0.00023319661,0.00037730887,0.00043778194,0.000059502778,0.00035206368,0.00023349616,0.21352945,0.0635544,0.075549945,0.013809109,0.6316527],"study_design_scores_gemma":[0.00006436525,0.00012157805,0.00033346174,0.00008207434,0.00003008803,0.0006606722,0.00006151635,0.83962864,0.03656865,0.040832553,0.08155718,0.00005928293],"about_ca_topic_score_codex":0.0010238747,"about_ca_topic_score_gemma":0.0016637167,"teacher_disagreement_score":0.01269258,"about_ca_system_score_codex":0.00023377423,"about_ca_system_score_gemma":0.0005387828,"threshold_uncertainty_score":0.04246086},"labels":[],"label_agreement":null},{"id":"W4386051034","doi":"10.21809/rilemtechlett.2023.176","title":"Viscoelastic properties of fresh cement paste: measuring procedures and influencing parameters","year":2023,"lang":"en","type":"article","venue":"RILEM Technical Letters","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Viscoelasticity; Materials science; Rheology; Cementitious; Cement; Composite material; Viscosity; Thixotropy","score_opus":0.021555564952558726,"score_gpt":0.20487153756178397,"score_spread":0.18331597260922525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386051034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6903855,0.010642885,0.29334497,0.00028080484,0.0001528984,0.0004939694,0.00056065794,0.00081421057,0.003324037],"genre_scores_gemma":[0.78894717,0.0065007736,0.20130073,0.00013824482,0.00007911101,0.0005136115,0.0003834264,0.00018730637,0.0019496286],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998993,0.0001523904,0.00008341025,0.0001734403,0.0005559233,0.00004190828],"domain_scores_gemma":[0.99894184,0.00047971017,0.00021376806,0.00012706048,0.00020284504,0.000034798708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013242983,0.0008275826,0.00033202927,0.001033527,0.00035021,0.00048459912,0.00039366004,0.0005852406,0.00052664644],"category_scores_gemma":[0.0024956164,0.0003312322,0.00021455465,0.0010030799,0.00057717256,0.0006508584,0.00036069818,0.00089032087,0.00031211015],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028142356,0.00001646416,0.0007925954,0.00009943042,0.0000037510474,0.00004137874,0.00011685471,0.0001256935,0.9872283,0.000106742766,0.000045729463,0.011394939],"study_design_scores_gemma":[0.0000029492458,0.0001406193,0.0057351994,0.000024676028,0.000021685973,0.00024189975,0.00006420864,0.0019033793,0.98917484,0.00012370439,0.002542655,0.00002418816],"about_ca_topic_score_codex":0.00048869796,"about_ca_topic_score_gemma":0.001203897,"teacher_disagreement_score":0.0013242983,"about_ca_system_score_codex":0.0003132268,"about_ca_system_score_gemma":0.0002814273,"threshold_uncertainty_score":0.0070036054},"labels":[],"label_agreement":null},{"id":"W4386432025","doi":"10.1007/978-981-19-9822-5_79","title":"An Investigation of Expanded Polypropylene as Structural Component of Panelized Wall System","year":2023,"lang":"en","type":"book-chapter","venue":"Environmental science and engineering","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Automotive industry; Durability; Oriented strand board; Framing (construction); Building envelope; Construction industry; Exploit; Component (thermodynamics); Engineering; Construction engineering; Structural engineering; Computer science; Materials science; Composite material","score_opus":0.009413243873329435,"score_gpt":0.18546896682079914,"score_spread":0.1760557229474697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386432025","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98086995,0.0014328357,0.0046228254,0.000043821547,0.000023853509,0.00002335714,0.00007840667,0.00003327596,0.0128716305],"genre_scores_gemma":[0.9868998,0.0006014898,0.002864899,0.000011148934,0.0000046272808,0.000007533379,0.000066716115,0.000008975096,0.009534707],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998913,0.00001490438,0.000002485869,0.000025106865,0.0000497512,0.000016428608],"domain_scores_gemma":[0.9999534,0.000015973927,0.0000065770905,0.000005747433,0.000013439944,0.0000048350357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000930331,0.00012259893,0.000114723356,0.00022510513,0.0002456471,0.00029248474,0.00031878392,0.0003145153,0.0016732862],"category_scores_gemma":[0.00013074125,0.000102959275,0.00016574803,0.00028980503,0.00025004582,0.00045293607,0.00018333441,0.00021431276,0.00020150328],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018593624,0.00006035377,0.0010897003,0.00011123468,0.000005883702,0.00047417358,0.00015904925,0.0028772657,0.9798723,0.0021548586,0.000234115,0.012775165],"study_design_scores_gemma":[0.000010476959,0.0011199194,0.019939058,0.000023663162,0.000037052974,0.00052200456,0.0005679942,0.01701942,0.94532245,0.00064893736,0.014769908,0.000019110563],"about_ca_topic_score_codex":0.0009289233,"about_ca_topic_score_gemma":0.0010104433,"teacher_disagreement_score":0.0016732862,"about_ca_system_score_codex":0.00017012008,"about_ca_system_score_gemma":0.0001656564,"threshold_uncertainty_score":0.0055977106},"labels":[],"label_agreement":null},{"id":"W4386603477","doi":"10.1063/5.0168928","title":"Pressure drop in converging flows in three-dimensional printing of concrete","year":2023,"lang":"en","type":"article","venue":"Physics of Fluids","topic":"Innovations in Concrete and Construction Materials","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":"McMaster University","funders":"","keywords":"Bingham plastic; Extrusion; Nozzle; Pressure drop; Mechanics; Rheology; Flow (mathematics); Physics; Composite material; Materials science; Thermodynamics","score_opus":0.014167350368073539,"score_gpt":0.23214034382094928,"score_spread":0.21797299345287574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386603477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99188614,0.00034335983,0.0060521076,0.00003946925,0.000013461484,0.000011294905,0.000045690475,0.00011634893,0.0014922518],"genre_scores_gemma":[0.9979553,0.00017360401,0.0013934571,0.000009019776,0.0000046787964,0.000006180612,0.000041530795,0.000012468521,0.000403761],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999676,0.000053610638,0.000019264871,0.000052807227,0.00014603378,0.00005236026],"domain_scores_gemma":[0.9992925,0.00041132633,0.00012297696,0.000034813875,0.00009785764,0.000040601713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000512624,0.0003277286,0.00044573162,0.00047244894,0.0003472006,0.0006978259,0.00037567347,0.0004198764,0.00055312546],"category_scores_gemma":[0.0014597859,0.00020359774,0.00025507377,0.0004358146,0.0010579802,0.0005126438,0.0004996122,0.000793436,0.0001403572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046449085,0.00019894268,0.0068151937,0.00024229073,0.000025940519,0.0013348676,0.0012403806,0.07821494,0.87343377,0.004883094,0.00029943156,0.032846667],"study_design_scores_gemma":[0.000019949932,0.00033008648,0.010790666,0.00003104894,0.000013834289,0.00033437085,0.00015337577,0.27024806,0.71670306,0.0005665422,0.00076220004,0.000046717723],"about_ca_topic_score_codex":0.0012917682,"about_ca_topic_score_gemma":0.0004050933,"teacher_disagreement_score":0.0012917682,"about_ca_system_score_codex":0.0005424005,"about_ca_system_score_gemma":0.0002975023,"threshold_uncertainty_score":0.0039353967},"labels":[],"label_agreement":null},{"id":"W4386746460","doi":"10.18280/rcma.330401","title":"Composite Tiles Produced from Granite Dust and Tree Pruning Using a Sandwiched Method","year":2023,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Composite number; Pruning; Tree (set theory); Materials science; Composite material; Geology; Mineralogy; Mathematics; Horticulture; Combinatorics; Biology","score_opus":0.0829873557160588,"score_gpt":0.30726166385386083,"score_spread":0.22427430813780203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386746460","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95806,0.0012772657,0.03494933,0.000041710766,0.00010244074,0.00008536004,0.00018055853,0.00031697145,0.0049864273],"genre_scores_gemma":[0.96347046,0.0005099694,0.03256005,0.000036277495,0.000008456335,0.00006205723,0.00014778726,0.000049340542,0.0031554783],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997458,0.000020396315,0.000014450718,0.000078000136,0.00010712956,0.00003426095],"domain_scores_gemma":[0.99985635,0.000021655953,0.00004070234,0.000028718381,0.000034046952,0.000018536552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028747146,0.00044774628,0.00020253207,0.0005740372,0.00018837972,0.00035105317,0.0002687533,0.00034286972,0.0009115548],"category_scores_gemma":[0.00026968762,0.00022713581,0.00042624664,0.00025853288,0.00021857233,0.00023894598,0.00030081533,0.0004327645,0.0005317083],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058654274,0.00002475975,0.00033912854,0.00010063578,0.00000993283,0.000120541314,0.00004699588,0.00042218395,0.9939319,0.0002487294,0.000062369836,0.004634186],"study_design_scores_gemma":[0.000007836643,0.00026211046,0.0025381343,0.00001603055,0.00003429041,0.00031487408,0.00005065958,0.0013247456,0.99164337,0.000057722893,0.0037357488,0.000014472401],"about_ca_topic_score_codex":0.00034561777,"about_ca_topic_score_gemma":0.0023773613,"teacher_disagreement_score":0.0009115548,"about_ca_system_score_codex":0.00014832051,"about_ca_system_score_gemma":0.00018837236,"threshold_uncertainty_score":0.0030494928},"labels":[],"label_agreement":null},{"id":"W4386953266","doi":"10.1115/omae2023-104944","title":"Squeeze Cementing, a Mathematical Model and Parametric Investigation","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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; University of British Columbia","funders":"","keywords":"Rheology; Mechanics; Slurry; Materials science; Suspension (topology); Bingham plastic; Newtonian fluid; Parametric statistics; Non-Newtonian fluid; Geotechnical engineering; Engineering; Composite material; Physics; Mathematics","score_opus":0.026432182640909862,"score_gpt":0.22981450043736368,"score_spread":0.20338231779645383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386953266","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12749298,0.0008901635,0.85242456,0.00039485947,0.000046044526,0.0000734983,0.00015406396,0.00020962069,0.01831414],"genre_scores_gemma":[0.95322156,0.00066493655,0.03839333,0.000055553526,0.000031186366,0.00016600521,0.00007482762,0.000047486374,0.0073452727],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985147,0.000041723666,0.000007070732,0.000028719252,0.000052286858,0.00001872683],"domain_scores_gemma":[0.9996699,0.00016248942,0.000076468306,0.000035559708,0.00003994793,0.00001557494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038145244,0.00060537655,0.0005039594,0.00073543476,0.00032854264,0.0011522515,0.00083826814,0.00115158,0.0015079402],"category_scores_gemma":[0.0011288895,0.00037846665,0.0004977645,0.00046796037,0.0013720414,0.001087948,0.0009054573,0.00078039087,0.00023103038],"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":[0.000023562507,0.00004985638,0.0003575767,0.00006133615,0.00000893995,0.0001282216,0.00007576106,0.93032855,0.007396873,0.05791833,0.00013768087,0.0035133387],"study_design_scores_gemma":[0.0000025433642,0.00001786809,0.00006383534,0.0000038289368,0.0000022068468,0.00002292659,0.000007661772,0.9960967,0.00039881762,0.002953779,0.00042639097,0.0000033950691],"about_ca_topic_score_codex":0.0022992482,"about_ca_topic_score_gemma":0.0014133286,"teacher_disagreement_score":0.0022992482,"about_ca_system_score_codex":0.00053725514,"about_ca_system_score_gemma":0.00048783666,"threshold_uncertainty_score":0.0050445795},"labels":[],"label_agreement":null},{"id":"W4387107496","doi":"10.1016/j.addma.2023.103800","title":"3D printed wood-fiber reinforced architected cellular composite beams with engineered flexural properties","year":2023,"lang":"en","type":"article","venue":"Additive manufacturing","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":18,"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":"Fonds de recherche du Québec – Nature et technologies; Canada Foundation for Innovation; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; McGill University","keywords":"Materials science; Flexural strength; Flexural rigidity; Composite material; Polylactic acid; Flexural modulus; Composite number; Three point flexural test; Polymer","score_opus":0.011007520837259487,"score_gpt":0.18884478901554183,"score_spread":0.17783726817828235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387107496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9042054,0.00033060624,0.08339538,0.00004937673,0.0001918856,0.000020569902,0.00025964592,0.00088785065,0.010659365],"genre_scores_gemma":[0.9673767,0.0001372917,0.027071785,0.000032152915,0.000009082328,0.000022538461,0.000091333364,0.000043862157,0.0052152267],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999879,0.000008968683,0.0000041779226,0.000022285854,0.000065547334,0.000020025172],"domain_scores_gemma":[0.9998216,0.00003956115,0.000037410224,0.000034274268,0.000045936613,0.000021233613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010380333,0.00040260842,0.00015711115,0.00037554832,0.00012671432,0.0003341145,0.0002679042,0.00051457336,0.0019493484],"category_scores_gemma":[0.00017351468,0.00025213792,0.00026632092,0.00022380782,0.00024389422,0.00020509194,0.00027324373,0.00023852148,0.0005228604],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049515707,0.00003553605,0.00044175822,0.000053845455,0.0000132875175,0.00021149714,0.000048888734,0.020069448,0.96625495,0.0011458003,0.00030101143,0.011374427],"study_design_scores_gemma":[0.000017030367,0.0002885954,0.0050973236,0.000015789301,0.000037619317,0.00034524457,0.00006746705,0.055730395,0.93163437,0.0003987998,0.0063103116,0.000057040103],"about_ca_topic_score_codex":0.00041531716,"about_ca_topic_score_gemma":0.0018239686,"teacher_disagreement_score":0.0019493484,"about_ca_system_score_codex":0.00020177668,"about_ca_system_score_gemma":0.0001759956,"threshold_uncertainty_score":0.0065211654},"labels":[],"label_agreement":null},{"id":"W4387404890","doi":"10.1007/978-3-031-36922-3_23","title":"From Analogue to Digital: Evolution of Building Machines Towards Reforming Production and Customization of Housing","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in mechanical engineering","topic":"Innovations in Concrete and Construction Materials","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 du Québec à Montréal","funders":"","keywords":"Engineering; Standardization; Mass customization; Machine building; Manufacturing engineering; Architectural engineering; Prefabrication; Process (computing); Production (economics); Parallels; Construction engineering; Personalization; Industrial engineering; Mechanical engineering; Computer science; Civil engineering","score_opus":0.009029012527334271,"score_gpt":0.2123757361213106,"score_spread":0.20334672359397635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387404890","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030381415,0.014823922,0.17504121,0.003192848,0.00075183285,0.00006364735,0.00014746566,0.0007511366,0.7748466],"genre_scores_gemma":[0.46662557,0.018132027,0.10604007,0.0008008001,0.00051894813,0.00008336653,0.00017306679,0.00044199295,0.4071842],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99965703,0.00007644035,0.000013923531,0.000065016284,0.00015623274,0.000031346262],"domain_scores_gemma":[0.9997402,0.00011769933,0.0000123292275,0.00007377859,0.000038154572,0.000017951617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046554534,0.000316401,0.00017016064,0.000623208,0.00038431847,0.0035996537,0.0007978753,0.0008929831,0.0162096],"category_scores_gemma":[0.0008001648,0.00022740994,0.00026440393,0.0009580745,0.002731872,0.0035444936,0.0011920683,0.00092918397,0.0025422003],"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":[0.000037817903,0.000034189063,0.00024708442,0.00018415574,0.0000053568842,0.00007639637,0.0009804831,0.0028494652,0.004223419,0.7950046,0.0080333855,0.1883236],"study_design_scores_gemma":[0.000011926741,0.00009085028,0.0013616729,0.00022428349,0.0000097263055,0.0004515558,0.00057835196,0.012485805,0.0082452465,0.16010818,0.8164095,0.00002288741],"about_ca_topic_score_codex":0.00097992,"about_ca_topic_score_gemma":0.0014739949,"teacher_disagreement_score":0.0162096,"about_ca_system_score_codex":0.0012306524,"about_ca_system_score_gemma":0.0005398181,"threshold_uncertainty_score":0.054226518},"labels":[],"label_agreement":null},{"id":"W4387469122","doi":"10.1061/ppscfx.sceng-1278","title":"Recent Development of 3D-Printing Technology in Construction Engineering","year":2023,"lang":"en","type":"article","venue":"Practice Periodical on Structural Design and Construction","topic":"Innovations in Concrete and Construction Materials","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":"Western University","funders":"","keywords":"Construction engineering; 3D printing; Engineering; Civil engineering; Mechanical engineering","score_opus":0.01885214461578344,"score_gpt":0.2575657321647901,"score_spread":0.23871358754900668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387469122","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020843884,0.9354319,0.012921847,0.0015477164,0.00044645192,0.000050575683,0.0001861233,0.00008845921,0.028483013],"genre_scores_gemma":[0.07885795,0.8968938,0.017447699,0.00090494717,0.0004955283,0.000038147617,0.00034331743,0.000026133595,0.00499251],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99857914,0.0002766006,0.00017824069,0.00025623638,0.00064058887,0.00006925172],"domain_scores_gemma":[0.995144,0.002624425,0.0005470165,0.00021093572,0.0013702216,0.00010343793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016380247,0.00045865952,0.00046039541,0.004452026,0.0004226944,0.0019047491,0.0006753355,0.0010381844,0.0032252974],"category_scores_gemma":[0.002801918,0.00046777658,0.00065907417,0.009447586,0.0010305601,0.0022660496,0.0009680353,0.0008120338,0.0009361477],"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":[0.00007926652,0.00006625929,0.004867688,0.012791035,0.000060545615,0.00039928986,0.00076303293,0.0018949147,0.008142309,0.018402679,0.0051693167,0.94736356],"study_design_scores_gemma":[0.000007760116,0.000259257,0.020202009,0.0052820425,0.00015595516,0.003805153,0.0013039225,0.0024448454,0.011568475,0.008199687,0.94666696,0.00010402416],"about_ca_topic_score_codex":0.0016884273,"about_ca_topic_score_gemma":0.0022719242,"teacher_disagreement_score":0.004452026,"about_ca_system_score_codex":0.0009774668,"about_ca_system_score_gemma":0.0013825584,"threshold_uncertainty_score":0.010789692},"labels":[],"label_agreement":null},{"id":"W4387609718","doi":"10.1007/978-3-031-36743-4_4","title":"Measuring Procedures","year":2023,"lang":"en","type":"book-chapter","venue":"RILEM state-of-the-art reports","topic":"Innovations in Concrete and Construction Materials","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 Sherbrooke","funders":"","keywords":"Rheology; Viscosity; Shear rate; Characterization (materials science); Materials science; Cementitious; Mechanical engineering; Computer science; Engineering; Composite material; Nanotechnology","score_opus":0.020776884464339195,"score_gpt":0.20391033190989455,"score_spread":0.18313344744555535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387609718","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007236117,0.0008069743,0.5292669,0.000657665,0.0009377408,0.004122974,0.006104761,0.0069205663,0.44394642],"genre_scores_gemma":[0.0843704,0.0010229141,0.58053595,0.00110709,0.00033156734,0.009200815,0.010566482,0.002558345,0.31030646],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.98042285,0.0049356027,0.0014129191,0.0029882332,0.009630532,0.00060978235],"domain_scores_gemma":[0.98162293,0.004180005,0.0007432852,0.0052587097,0.0079307705,0.00026421918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009059231,0.0014046236,0.0008235925,0.005581389,0.002516652,0.0047671455,0.0031826939,0.0012670024,0.07735127],"category_scores_gemma":[0.030019257,0.00078101584,0.00093689444,0.004139608,0.001853443,0.0030031635,0.0031272066,0.001884999,0.05620917],"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":[0.00012299191,0.00023707854,0.003238161,0.0005720629,0.00003995858,0.00005107048,0.0014750826,0.0008438214,0.008504136,0.17712533,0.07101204,0.7367783],"study_design_scores_gemma":[0.000031787957,0.00026306626,0.011189405,0.0005374134,0.00008590258,0.00032367118,0.0016057742,0.0045552743,0.04135688,0.06319727,0.87672764,0.0001260339],"about_ca_topic_score_codex":0.0032446047,"about_ca_topic_score_gemma":0.003078481,"teacher_disagreement_score":0.07735127,"about_ca_system_score_codex":0.0019089655,"about_ca_system_score_gemma":0.004717207,"threshold_uncertainty_score":0.25876576},"labels":[],"label_agreement":null},{"id":"W4387630095","doi":"10.1016/j.conbuildmat.2023.133769","title":"Influence of fine recycled concrete aggregates use on the hydration kinetics and mechanical–microstructural properties of hydrated cement: Experimental and numerical approaches","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"","keywords":"Cement; Materials science; Nucleation; Composite material; Calcite; Portlandite; Pozzolan; Compressive strength; Pozzolanic reaction; Aggregate (composite); Pozzolanic activity; Mortar; Kinetics; Hydration reaction; Chemical engineering; Mineralogy; Portland cement; Chemistry; Organic chemistry","score_opus":0.0359726894032469,"score_gpt":0.22009145177666964,"score_spread":0.18411876237342273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387630095","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99944025,0.000045352106,0.00023933653,0.000002275189,0.0000020232164,0.0000026443067,0.000045685407,0.0000050254976,0.00021745272],"genre_scores_gemma":[0.9995246,0.000048570237,0.00018286287,0.0000016721491,6.4989257e-7,0.0000026066728,0.000021161779,0.000002562912,0.0002154534],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986255,0.000013785321,0.000010510127,0.00004247555,0.000043904816,0.00002678363],"domain_scores_gemma":[0.9997274,0.00013985165,0.000046745183,0.000026825406,0.000044647633,0.00001442011],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024320271,0.0001938315,0.00027144974,0.00019017363,0.00015738944,0.00029976064,0.0002416064,0.00032466266,0.0011064912],"category_scores_gemma":[0.00043930576,0.00016546082,0.00032090343,0.00020301755,0.00043753663,0.00033679095,0.00018581001,0.0002605285,0.00013245876],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011613666,0.0002687901,0.0040902174,0.00011382277,0.000024965373,0.00013588274,0.000108719665,0.013379132,0.9754515,0.00016041375,0.000041770632,0.005063402],"study_design_scores_gemma":[0.000020717642,0.0007679292,0.025935149,0.000006013513,0.00006340983,0.000044884357,0.00011164373,0.023930455,0.9486375,0.000051789244,0.00040937949,0.000021103788],"about_ca_topic_score_codex":0.0028320989,"about_ca_topic_score_gemma":0.0032086903,"teacher_disagreement_score":0.0028320989,"about_ca_system_score_codex":0.00025938964,"about_ca_system_score_gemma":0.00017293428,"threshold_uncertainty_score":0.005631268},"labels":[],"label_agreement":null},{"id":"W4387734269","doi":"10.1016/j.autcon.2023.105133","title":"Dexterous manipulation of construction tools using anthropomorphic robotic hand","year":2023,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","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":"University of British Columbia","funders":"","keywords":"GRASP; Reinforcement learning; Imitation; Computer science; Human–computer interaction; Robot; Artificial intelligence; Automation; Control (management); Robotics; Control engineering; Engineering; Software engineering","score_opus":0.04151434564646413,"score_gpt":0.26915881422739885,"score_spread":0.2276444685809347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387734269","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38349053,0.0004080568,0.6046876,0.00020457209,0.00005523344,0.00017539831,0.0000382608,0.0009883894,0.009951942],"genre_scores_gemma":[0.96885085,0.00008224309,0.030065168,0.000023788125,0.0000046258406,0.000048250105,0.000015187217,0.000011055482,0.00089882663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997855,0.00005690203,0.000017100298,0.000050171206,0.00006625164,0.000024156096],"domain_scores_gemma":[0.9996075,0.00015278065,0.0001011426,0.00008023572,0.000026177,0.000032080046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040589538,0.00054495526,0.00030295664,0.00022031543,0.00019689361,0.00035175856,0.00044116715,0.00046725746,0.001128381],"category_scores_gemma":[0.00078522845,0.00022163332,0.0002754553,0.00009589882,0.0009777462,0.00038347254,0.0007294821,0.00027217172,0.00016921105],"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":[0.00022565795,0.00015215621,0.0015670817,0.00030089717,0.000049764953,0.0005839231,0.0002422887,0.6893425,0.23146151,0.0037245904,0.0003211082,0.07202853],"study_design_scores_gemma":[0.00006903251,0.0009647412,0.0039756163,0.000054127064,0.000028656641,0.0005675111,0.00007872295,0.9503177,0.035637334,0.0030332392,0.0052218316,0.000051578067],"about_ca_topic_score_codex":0.0010375764,"about_ca_topic_score_gemma":0.00090366544,"teacher_disagreement_score":0.001128381,"about_ca_system_score_codex":0.00019335673,"about_ca_system_score_gemma":0.00043510328,"threshold_uncertainty_score":0.0037748218},"labels":[],"label_agreement":null},{"id":"W4388301638","doi":"10.18280/acsm.470508","title":"Investigating the Mechanical and Thermal Properties of Concrete with Recycled Nanoplastics for Enhanced Sustainability","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Sustainability; Thermal; Materials science; Composite material; Ecology; Physics","score_opus":0.03177654898307851,"score_gpt":0.2509040376403437,"score_spread":0.21912748865726517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388301638","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42320853,0.54569703,0.014444293,0.00085367786,0.00033044623,0.00017670181,0.0008978636,0.0000745513,0.014316823],"genre_scores_gemma":[0.6966027,0.2849399,0.012667398,0.00032845684,0.000097777214,0.00012621953,0.00031868316,0.000032147524,0.0048867846],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994741,0.00009959894,0.000057572848,0.00007525849,0.00025200468,0.00004147596],"domain_scores_gemma":[0.9994343,0.0001864509,0.00013902338,0.000017427423,0.00020624045,0.000016526534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000941128,0.00051561475,0.00062559196,0.0021039776,0.00032202792,0.0008525865,0.00036221024,0.00086021353,0.0011373846],"category_scores_gemma":[0.0009438782,0.00028741584,0.00083166413,0.0015119641,0.00031185642,0.0014262118,0.00038498032,0.00059562334,0.00028001977],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019085534,0.00021335721,0.006298098,0.036640756,0.00037034226,0.0011359953,0.00079708546,0.0039457465,0.74489635,0.0040375995,0.0012180589,0.20025575],"study_design_scores_gemma":[0.00002683908,0.0024550215,0.043140348,0.005777835,0.001571523,0.0016978943,0.00265628,0.0059661004,0.76264894,0.0038441506,0.17001484,0.00020028073],"about_ca_topic_score_codex":0.0014438124,"about_ca_topic_score_gemma":0.005646319,"teacher_disagreement_score":0.0021039776,"about_ca_system_score_codex":0.00055596273,"about_ca_system_score_gemma":0.0009986103,"threshold_uncertainty_score":0.0049772263},"labels":[],"label_agreement":null},{"id":"W4388657573","doi":"10.1061/9780784485163.021","title":"Ensuring the Durability of Masonry Cavity Wall Construction in a Changing Canadian Climate: Overview of a Transformative Industry-Driven Project at McGill University","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"McGill University","funders":"","keywords":"Transformative learning; Masonry; Durability; Architectural engineering; Engineering; Construction engineering; Civil engineering; Computer science; Sociology","score_opus":0.03547064571582381,"score_gpt":0.24256003998216977,"score_spread":0.20708939426634596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388657573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.759264,0.037514918,0.018844774,0.017198134,0.0003146464,0.0011849958,0.0005967797,0.00053461606,0.16454728],"genre_scores_gemma":[0.91342974,0.01692736,0.029725377,0.00051724043,0.000054001313,0.000078658035,0.00023137785,0.000067684065,0.038968496],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979037,0.00021384038,0.00003211277,0.00012400812,0.0011932758,0.00053303194],"domain_scores_gemma":[0.99762625,0.00010904968,0.00008783036,0.00005992687,0.0015626972,0.0005541566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030936792,0.00053572364,0.00020519306,0.00094496197,0.0055373306,0.00213883,0.0018696426,0.00070675573,0.0022225112],"category_scores_gemma":[0.0016514221,0.00021116516,0.00023642622,0.0012239697,0.0020556687,0.000533848,0.0011162679,0.00055417663,0.00025153335],"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":[0.0003279634,0.00076573587,0.03345261,0.0015639889,0.00004315833,0.0010047046,0.011611351,0.011780207,0.079628415,0.030060783,0.025916275,0.80384475],"study_design_scores_gemma":[0.00006871355,0.0015368854,0.27700615,0.0012326253,0.00014423452,0.001129368,0.03473667,0.011506725,0.06608743,0.0033980268,0.6028282,0.0003250279],"about_ca_topic_score_codex":0.96026015,"about_ca_topic_score_gemma":0.9888285,"teacher_disagreement_score":0.04166937,"about_ca_system_score_codex":0.04166937,"about_ca_system_score_gemma":0.09286407,"threshold_uncertainty_score":0.30233383},"labels":[],"label_agreement":null},{"id":"W4388902383","doi":"10.1016/j.autcon.2023.105164","title":"Reinforcement bond performance in 3D concrete printing: Explainable ensemble learning augmented by deep generative adversarial networks","year":2023,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","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":"University of British Columbia","funders":"National Research Foundation of Korea; Ministry of Science, ICT and Future Planning","keywords":"Computer science; Generative grammar; Reinforcement learning; Process (computing); Reinforcement; Artificial intelligence; 3D printing; Generative adversarial network; Machine learning; Adversarial system; Deep learning; Engineering; Structural engineering; Mechanical engineering","score_opus":0.006778418230806195,"score_gpt":0.20686241220527704,"score_spread":0.20008399397447085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388902383","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26142055,0.0006738895,0.7290331,0.0005306699,0.00013289579,0.000036399524,0.00023242336,0.002326895,0.005613248],"genre_scores_gemma":[0.9734552,0.000111577574,0.023294143,0.00008610608,0.000023184313,0.000022408281,0.00021686037,0.00011940061,0.002670955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971205,0.00007061273,0.0000096714575,0.00008621836,0.000071091665,0.000050304057],"domain_scores_gemma":[0.99871814,0.00087124563,0.00009659849,0.00013641773,0.00010876708,0.00006889475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092264515,0.0008389322,0.00093454757,0.00044767847,0.00032572544,0.0009188627,0.0010990294,0.002228958,0.0027479173],"category_scores_gemma":[0.0023738875,0.000683502,0.0008271892,0.00040706136,0.000845475,0.0012235368,0.0013398034,0.0019705927,0.0005831684],"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":[0.00006324035,0.000026456191,0.0003863583,0.000014427974,0.000017687556,0.00003728826,0.000017823511,0.9847009,0.0012076531,0.0010951163,0.00029033303,0.012142675],"study_design_scores_gemma":[9.4319586e-7,0.0000040174627,0.000039919338,7.1002097e-7,0.0000013886987,0.000002011159,9.730711e-7,0.9994424,0.00018489275,0.0003012056,0.000020117568,0.0000013675954],"about_ca_topic_score_codex":0.0068514924,"about_ca_topic_score_gemma":0.006453552,"teacher_disagreement_score":0.0068514924,"about_ca_system_score_codex":0.0006962767,"about_ca_system_score_gemma":0.00062587735,"threshold_uncertainty_score":0.013623238},"labels":[],"label_agreement":null},{"id":"W4389236293","doi":"10.1617/s11527-023-02267-w","title":"Correction: Standardisation of low clinker cements containing calcined clay and limestone: a review by RILEM TC-282 CCL","year":2023,"lang":"en","type":"review","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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 Sherbrooke","funders":"Engineering and Physical Sciences Research Council","keywords":"Calcination; Clinker (cement); Solid mechanics; Materials science; Mineralogy; Metallurgy; Geology; Geotechnical engineering; Geochemistry; Composite material; Cement; Chemistry; Portland cement","score_opus":0.026551023554966382,"score_gpt":0.3133589697669423,"score_spread":0.2868079462119759,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389236293","genre_codex":"editorial","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00036094396,0.29391846,0.0015651989,0.048080064,0.6478503,0.00013202638,0.0023097242,0.0002920851,0.005491146],"genre_scores_gemma":[0.0103760585,0.6100972,0.007667428,0.08549902,0.15385522,0.0004718529,0.0045415554,0.00074266375,0.12674898],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9973718,0.00040977882,0.0006475965,0.00028830636,0.0011063495,0.00017615949],"domain_scores_gemma":[0.9901196,0.001240991,0.0010420973,0.00049667485,0.006752781,0.00034780914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004014354,0.0014660906,0.002007392,0.0033689844,0.00051280996,0.0022529305,0.0019678317,0.0031803572,0.016322087],"category_scores_gemma":[0.01531803,0.00048622687,0.0012005566,0.0025663418,0.0014761419,0.0017315618,0.0015484373,0.00448585,0.01334245],"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":[0.00008262175,0.000013547536,0.00006585372,0.0054852385,0.000044255034,0.0001637984,0.000027245163,0.00004191773,0.00049377244,0.0006514903,0.9185245,0.0744058],"study_design_scores_gemma":[0.000040830506,0.000027691509,0.0004877346,0.0013212563,0.000056126428,0.00034790335,0.000018487062,0.00001874275,0.00036423552,0.00020672615,0.9970975,0.00001281524],"about_ca_topic_score_codex":0.007303818,"about_ca_topic_score_gemma":0.013387414,"teacher_disagreement_score":0.016322087,"about_ca_system_score_codex":0.0015018972,"about_ca_system_score_gemma":0.006335928,"threshold_uncertainty_score":0.0546028},"labels":[],"label_agreement":null},{"id":"W4389569430","doi":"10.1007/s40948-023-00707-z","title":"Characteristics and mechanism of time on sand powder 3D printing rock analogue: a new method for fractured rock mechanics","year":2023,"lang":"en","type":"article","venue":"Geomechanics and Geophysics for Geo-Energy and Geo-Resources","topic":"Innovations in Concrete and Construction Materials","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":"McGill University","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"3D printing; Sand casting; Materials science; Rock mechanics; Geotechnical engineering; Geology; Composite material","score_opus":0.0075098587273927,"score_gpt":0.22143516610386735,"score_spread":0.21392530737647464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389569430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9465108,0.0007669471,0.04869692,0.00006567514,0.00005522422,0.000049671067,0.00015714506,0.00041206792,0.0032856476],"genre_scores_gemma":[0.9846428,0.00016981651,0.0126684625,0.00001779004,0.0000055069313,0.000016968303,0.000052295967,0.000030216226,0.0023961344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961406,0.00002283904,0.000022434531,0.00004655939,0.00026705884,0.000027067663],"domain_scores_gemma":[0.9993567,0.00016984653,0.00017607176,0.00014835116,0.00012107099,0.000027946653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024917384,0.00020676306,0.00018285536,0.00048717868,0.00015233777,0.00030705816,0.0003142944,0.00028873884,0.00183523],"category_scores_gemma":[0.000648186,0.00023486782,0.00023135795,0.00045147154,0.00043387688,0.0003196665,0.00021579771,0.00033751252,0.00039062023],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058619928,0.000015386378,0.0011276589,0.0000568841,0.0000044442104,0.00016741343,0.000080605554,0.00060361135,0.983914,0.00025801553,0.00007099271,0.0136423055],"study_design_scores_gemma":[0.0000034036607,0.00013137469,0.007507092,0.0000044779076,0.000008874303,0.000297316,0.000051102383,0.0042793294,0.98638374,0.0000696464,0.0012520247,0.000011614666],"about_ca_topic_score_codex":0.00053434254,"about_ca_topic_score_gemma":0.0012185647,"teacher_disagreement_score":0.00183523,"about_ca_system_score_codex":0.0001973447,"about_ca_system_score_gemma":0.00013833454,"threshold_uncertainty_score":0.006139457},"labels":[],"label_agreement":null},{"id":"W4390064763","doi":"10.1016/j.cemconcomp.2023.105409","title":"New biopolymers as viscosity-modifying admixtures to improve the rheological properties of cement-based materials","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":32,"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":"Rheology; Biopolymer; Guar gum; Tragacanth; Materials science; Syneresis; Guar; Dispersion (optics); Composite material; Viscosity; Apparent viscosity; Shear thinning; Lime; Cement; Chemistry; Polymer; Food science","score_opus":0.017529601011774965,"score_gpt":0.22765462658939586,"score_spread":0.2101250255776209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390064763","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96476394,0.008545703,0.023113046,0.00016697211,0.00025019198,0.00008460548,0.00012771857,0.00017163184,0.0027761871],"genre_scores_gemma":[0.97426105,0.003995757,0.018352328,0.00015160933,0.00006339945,0.000059493268,0.00010413092,0.00006598845,0.0029462683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998715,0.000027205602,0.000013714726,0.000028590213,0.0000390342,0.000020021564],"domain_scores_gemma":[0.999819,0.000028908142,0.00007193017,0.000012923354,0.00002895002,0.00003829111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035261604,0.00044269254,0.00022129588,0.00035828975,0.00013280618,0.000367537,0.00021566216,0.00038755502,0.00070365286],"category_scores_gemma":[0.0003518865,0.00019201463,0.00025516475,0.00022734188,0.00019229735,0.0005291871,0.0002634874,0.00090443465,0.00023289991],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000063285996,0.000060014852,0.000057818575,0.00008849477,0.000011113496,0.000037712856,0.000023595985,0.00025241452,0.9941391,0.0003613043,0.00005129232,0.0048538563],"study_design_scores_gemma":[0.000012249173,0.00021021039,0.00031111643,0.000011308351,0.000026297292,0.000041855088,0.000008040922,0.0010194192,0.99575835,0.000036002664,0.0025577233,0.000007415101],"about_ca_topic_score_codex":0.00019753937,"about_ca_topic_score_gemma":0.00046887997,"teacher_disagreement_score":0.00070365286,"about_ca_system_score_codex":0.00016073667,"about_ca_system_score_gemma":0.0001487664,"threshold_uncertainty_score":0.0023539662},"labels":[],"label_agreement":null},{"id":"W4390229448","doi":"10.18280/rcma.330604","title":"Structural and Mechanical Characteristics of Sustainable Concrete Composite Panels Reinforced with Pre-Treated Recycled Tire Rubber","year":2023,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Natural rubber; Composite number; Composite material; Materials science; Structural engineering; Engineering","score_opus":0.023532626009760176,"score_gpt":0.24384920277052832,"score_spread":0.22031657676076816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390229448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992924,0.000055900713,0.00032395538,0.0000027717642,0.0000016632607,0.0000031838829,0.00008416176,0.000008136543,0.0002277114],"genre_scores_gemma":[0.99908423,0.000044484943,0.00024268725,0.0000039357333,7.090284e-7,0.0000048581237,0.00010527281,0.0000037617433,0.0005099959],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998041,0.000015048441,0.000012644776,0.000035714576,0.00010000661,0.000032537813],"domain_scores_gemma":[0.9997011,0.000044970497,0.00008481131,0.00001867353,0.00011147323,0.000039023977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002253869,0.0003479158,0.00017914665,0.0006304516,0.00017649606,0.00016870069,0.00023407758,0.00041047,0.0015840665],"category_scores_gemma":[0.00024985184,0.000260378,0.0003247871,0.0003003468,0.00026907274,0.00018469525,0.00017058772,0.00035938818,0.00029828504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011733015,0.00003345357,0.0050788773,0.000045254048,0.000010734796,0.00009542103,0.000091039496,0.0019081251,0.9904012,0.000031482097,0.000029725179,0.0021574195],"study_design_scores_gemma":[0.000009597141,0.0014857447,0.23743308,0.000022659644,0.000059188802,0.00028543646,0.000549479,0.011703737,0.7474451,0.00005422475,0.00090141746,0.000050294242],"about_ca_topic_score_codex":0.0017525094,"about_ca_topic_score_gemma":0.005437586,"teacher_disagreement_score":0.0017525094,"about_ca_system_score_codex":0.0001859004,"about_ca_system_score_gemma":0.00012972407,"threshold_uncertainty_score":0.0052992105},"labels":[],"label_agreement":null},{"id":"W4390419596","doi":"10.53555/sfs.v10i1.1895","title":"The Significance Of Agricultural Wastes In The Construction Sector","year":2023,"lang":"en","type":"article","venue":"Journal of Survey in Fisheries Sciences","topic":"Innovations in Concrete and Construction Materials","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":"Environmentally friendly; Agriculture; Bamboo; Construction waste; Business; Waste management; Population; Engineering; Environmental science","score_opus":0.10011526962162072,"score_gpt":0.2479900418119448,"score_spread":0.14787477219032408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390419596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9324169,0.019193115,0.0015064583,0.0040354575,0.00007075292,0.000039974828,0.00021723338,0.00002498504,0.042495143],"genre_scores_gemma":[0.97635764,0.014517443,0.0008474396,0.00026107059,0.00005790102,0.0000072837747,0.00010511572,0.000007758523,0.007838519],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99888307,0.0003369642,0.000064961554,0.0000682115,0.0003937899,0.0002529678],"domain_scores_gemma":[0.998063,0.0004315813,0.00071738195,0.00007169223,0.00053573085,0.00018050363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000707613,0.00027851248,0.00013452042,0.0018829673,0.0012128373,0.0033176767,0.00035443078,0.0007326608,0.003660862],"category_scores_gemma":[0.0010855239,0.00013383514,0.00014188125,0.005115413,0.0009860774,0.0013157874,0.0011177192,0.00040694108,0.00065718434],"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":[0.00038180107,0.00054247334,0.43437994,0.0017176355,0.000030604748,0.0067849313,0.008025104,0.0033935965,0.030305142,0.0319992,0.0038013817,0.47863823],"study_design_scores_gemma":[0.000008253022,0.0005038745,0.6022816,0.0012596947,0.000052550866,0.004782137,0.072396606,0.0015335792,0.023595009,0.013475582,0.2800245,0.00008662668],"about_ca_topic_score_codex":0.006584436,"about_ca_topic_score_gemma":0.014237718,"teacher_disagreement_score":0.006584436,"about_ca_system_score_codex":0.0019349018,"about_ca_system_score_gemma":0.002827606,"threshold_uncertainty_score":0.014038742},"labels":[],"label_agreement":null},{"id":"W4390447713","doi":"10.51924/revthesis.2023.v3.435","title":"Estratégias de Form-finding de Superfícies Estruturais Rígidas de Dupla Curvatura","year":2023,"lang":"pt","type":"article","venue":"Revista Thésis","topic":"Innovations in Concrete and Construction Materials","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; Philosophy","score_opus":0.025527861330790113,"score_gpt":0.2779354259989044,"score_spread":0.2524075646681143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390447713","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3273318,0.001971787,0.6514362,0.0006691948,0.00009563453,0.0002748972,0.0009607308,0.0023130893,0.014946592],"genre_scores_gemma":[0.67786366,0.0008496012,0.312319,0.00009728511,0.000025521003,0.00019253895,0.0011889566,0.00046481504,0.0069985827],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99731016,0.00033827467,0.00016072016,0.0006999835,0.0011629867,0.000327931],"domain_scores_gemma":[0.9922082,0.003280403,0.0008478731,0.0017030871,0.0016883765,0.0002722138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022823971,0.0010919351,0.0011666607,0.002858439,0.0012750378,0.0030035474,0.002207518,0.0013543713,0.007915159],"category_scores_gemma":[0.015101409,0.0009241632,0.0013656379,0.002751847,0.0013199068,0.003238733,0.002580995,0.0010021906,0.0021074493],"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":[0.0007392886,0.00025336383,0.0841656,0.0015494343,0.00016535749,0.0011167971,0.00337696,0.19242279,0.07051041,0.040571045,0.00640697,0.5987219],"study_design_scores_gemma":[0.00007268922,0.00077369274,0.036698394,0.00029553738,0.00017590701,0.0034450332,0.0044976887,0.81222665,0.057887837,0.05350493,0.03016748,0.00025412103],"about_ca_topic_score_codex":0.006749109,"about_ca_topic_score_gemma":0.008866028,"teacher_disagreement_score":0.007915159,"about_ca_system_score_codex":0.0011232151,"about_ca_system_score_gemma":0.0017581752,"threshold_uncertainty_score":0.026478887},"labels":[],"label_agreement":null},{"id":"W4390468593","doi":"10.1016/j.conbuildmat.2023.134762","title":"New empirical test method to assess Reynolds dilatancy of concrete under free-surface flow","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"","keywords":"Materials science; Rheometer; Dilatant; Rheology; Reynolds number; Flow (mathematics); Mechanics; Composite material; Aggregate (composite); Free surface; Bingham plastic; Lubrication; Geotechnical engineering; Turbulence; Geology; Physics","score_opus":0.04193024752858252,"score_gpt":0.3186835877842633,"score_spread":0.27675334025568077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390468593","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40092543,0.0002671091,0.5877321,0.00006584954,0.00013670743,0.0003245651,0.00054425176,0.0014625042,0.008541531],"genre_scores_gemma":[0.9288837,0.00010269025,0.067586675,0.00003571935,0.000036522393,0.000305614,0.00042049828,0.00008048589,0.00254806],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99875736,0.00032390453,0.000089604546,0.0002104355,0.00053513027,0.000083491235],"domain_scores_gemma":[0.99751186,0.0010116247,0.00023835454,0.00026018335,0.00084937236,0.00012858996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014987948,0.0006761424,0.00065121514,0.0024889223,0.00036436005,0.0006756104,0.0007888832,0.0008016336,0.0025739695],"category_scores_gemma":[0.0037508458,0.00028150805,0.00036716962,0.0008654518,0.00061479857,0.0010483095,0.0008497827,0.0006147112,0.00047026196],"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":[0.001415778,0.0018275798,0.14123285,0.0006153661,0.00025283953,0.00077033305,0.0007399705,0.107622914,0.30904913,0.011675167,0.0035542913,0.42124376],"study_design_scores_gemma":[0.00011633662,0.0012016407,0.059432082,0.000043672568,0.000075004704,0.00041251248,0.0002948946,0.8581473,0.075407095,0.0014307774,0.003277791,0.0001609112],"about_ca_topic_score_codex":0.0013466182,"about_ca_topic_score_gemma":0.001516228,"teacher_disagreement_score":0.0025739695,"about_ca_system_score_codex":0.00039076866,"about_ca_system_score_gemma":0.0004901778,"threshold_uncertainty_score":0.008610785},"labels":[],"label_agreement":null},{"id":"W4390540504","doi":"10.1016/j.ijmachtools.2024.104116","title":"Editorial – Special issue “Manufacturing technologies for metamaterials”","year":2024,"lang":"en","type":"article","venue":"International Journal of Machine Tools and Manufacture","topic":"Innovations in Concrete and Construction Materials","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","funders":"","keywords":"Metamaterial; Engineering; Nanotechnology; Engineering physics; Manufacturing engineering; Mechanical engineering; Materials science; Optoelectronics","score_opus":0.0070751134828170945,"score_gpt":0.24858542609714318,"score_spread":0.2415103126143261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390540504","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00008822745,0.0016693737,0.00012380102,0.014465761,0.9824095,0.000024768964,0.000042233478,0.00005622992,0.001120166],"genre_scores_gemma":[0.00072886754,0.001576464,0.00013005425,0.013498771,0.9787603,0.000025933276,0.00003347353,0.000029910396,0.005216235],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99608105,0.00049227325,0.0005129275,0.00073735334,0.0017998369,0.0003765183],"domain_scores_gemma":[0.9900935,0.003709525,0.0011055126,0.00042329333,0.0032871184,0.0013810188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0045018983,0.00460314,0.003066924,0.0033079754,0.0026518663,0.0054437835,0.003255323,0.013962969,0.01451689],"category_scores_gemma":[0.015363884,0.0014355977,0.0039277324,0.0010539868,0.0020780733,0.003068769,0.0014431992,0.014920296,0.008076185],"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":[0.00015594497,0.000062538784,0.00006550321,0.00035020427,0.00005924595,0.00023939503,0.0000083458,0.00006418667,0.00048344463,0.0003154727,0.9923052,0.0058904598],"study_design_scores_gemma":[0.00019102951,0.00011547783,0.0010297714,0.00024957844,0.00015319615,0.00040316526,0.000030247431,0.0004244157,0.0007703472,0.0011431025,0.9954567,0.000032967913],"about_ca_topic_score_codex":0.0008474616,"about_ca_topic_score_gemma":0.002253424,"teacher_disagreement_score":0.01451689,"about_ca_system_score_codex":0.0019766479,"about_ca_system_score_gemma":0.0017847881,"threshold_uncertainty_score":0.048563838},"labels":[],"label_agreement":null},{"id":"W4390544656","doi":"10.1007/978-3-031-39675-5_8","title":"Cooperative Robotic Fabrication for a Circular Economy","year":2024,"lang":"en","type":"book-chapter","venue":"Circular economy and sustainability","topic":"Innovations in Concrete and Construction Materials","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":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Division of Civil, Mechanical and Manufacturing Innovation; Princeton University; National Science Foundation","keywords":"Reuse; Intersection (aeronautics); Context (archaeology); Circular economy; Engineering; Fabrication; Resource (disambiguation); Robotics; Robot; Resource efficiency; Computer science; Artificial intelligence; Systems engineering; Transport engineering; Geography","score_opus":0.010327536067810571,"score_gpt":0.2183837600058969,"score_spread":0.20805622393808634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390544656","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03234895,0.004273927,0.35578877,0.0015149683,0.00053042365,0.00013891389,0.000058337948,0.00069300795,0.60465276],"genre_scores_gemma":[0.4330571,0.006453611,0.22866651,0.00049897,0.00012454943,0.0003333634,0.0001299256,0.00020292978,0.3305331],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99975437,0.000032292053,0.000005178301,0.000044389046,0.00013986009,0.000023908717],"domain_scores_gemma":[0.999859,0.00005884743,0.000013464074,0.00003052996,0.000026241356,0.0000118848375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031479582,0.00036032218,0.00021258676,0.0004985675,0.0007442219,0.0012176782,0.00060840923,0.00080988125,0.008837526],"category_scores_gemma":[0.0003080598,0.00022212198,0.0003826,0.0003833422,0.0014341753,0.0013053973,0.0012973802,0.0008847978,0.0018489821],"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":[0.000019383617,0.00005143934,0.00014211597,0.0002322347,0.00000751483,0.00023824768,0.0004144027,0.027458305,0.024624866,0.82955396,0.010311787,0.106945775],"study_design_scores_gemma":[0.00001992032,0.00012380155,0.0004595449,0.00020149226,0.000013837607,0.00050143653,0.00046581228,0.06409249,0.029745448,0.18924057,0.71509963,0.00003605422],"about_ca_topic_score_codex":0.0008769459,"about_ca_topic_score_gemma":0.00138432,"teacher_disagreement_score":0.008837526,"about_ca_system_score_codex":0.00088463415,"about_ca_system_score_gemma":0.00083387486,"threshold_uncertainty_score":0.02956444},"labels":[],"label_agreement":null},{"id":"W4390661141","doi":"10.1201/9781003203605","title":"Ultra-High Performance Concrete","year":2024,"lang":"en","type":"book","venue":"","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Geology; Materials science","score_opus":0.0076531636303101055,"score_gpt":0.19388322248230075,"score_spread":0.18623005885199065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390661141","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003974022,0.016149424,0.029328827,0.0006020286,0.0018184606,0.00012410218,0.000788905,0.0014055674,0.9458086],"genre_scores_gemma":[0.0054665226,0.0050582513,0.007296685,0.0002926549,0.0001335784,0.000029201969,0.00046856052,0.0002050779,0.9810495],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999783,0.00001052273,0.000005530312,0.000032153097,0.00015713977,0.000011833743],"domain_scores_gemma":[0.99992263,0.00001298994,0.000004802938,0.000009041247,0.000039716437,0.000010877988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008380698,0.0005984688,0.00026504928,0.00065861305,0.0004898679,0.0013323514,0.00044102478,0.00046833497,0.056150615],"category_scores_gemma":[0.00020996375,0.0002416921,0.00028669715,0.0007959783,0.00021788942,0.0012970472,0.00072920683,0.0008467827,0.029035758],"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":[0.00005186257,0.00009884614,0.00020079542,0.00059519056,0.000011287844,0.00032704935,0.00026765125,0.0020374968,0.032795046,0.05726206,0.4153998,0.49095297],"study_design_scores_gemma":[0.0000015624931,0.00001279212,0.00022608072,0.00004849263,0.0000017830147,0.000188913,0.000014663623,0.0003519134,0.0018423395,0.0016397081,0.995667,0.0000047365575],"about_ca_topic_score_codex":0.0007756031,"about_ca_topic_score_gemma":0.0026706287,"teacher_disagreement_score":0.056150615,"about_ca_system_score_codex":0.00040600044,"about_ca_system_score_gemma":0.0004232696,"threshold_uncertainty_score":0.18784255},"labels":[],"label_agreement":null},{"id":"W4391012276","doi":"10.1007/s40891-023-00508-0","title":"Bio-inspired Predictive Models Development for Strength Characterization of Cement Deep-Mixed Plastic Soils","year":2024,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Innovations in Concrete and Construction Materials","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":"University of Calgary; McGill University","funders":"","keywords":"Characterization (materials science); Cement; Soil water; Geotechnical engineering; Materials science; Environmental science; Geology; Composite material; Nanotechnology; Soil science","score_opus":0.00979180993702544,"score_gpt":0.20746268446671234,"score_spread":0.1976708745296869,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391012276","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20926952,0.00094457355,0.77689695,0.00028843535,0.000102693266,0.00008747514,0.00042417835,0.0007808027,0.011205311],"genre_scores_gemma":[0.975372,0.00024891653,0.021991063,0.000051161736,0.000014087899,0.00009951881,0.00019789545,0.000042448683,0.0019829047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991167,0.000016230744,0.0000049642613,0.000020631072,0.000032818352,0.000013711432],"domain_scores_gemma":[0.9997663,0.00011153697,0.000027963919,0.000018552479,0.00006391769,0.000011697142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024868682,0.0005940036,0.0005021062,0.00043163338,0.00021739968,0.0007349927,0.0009677011,0.000954864,0.0010415809],"category_scores_gemma":[0.00065777026,0.00032773236,0.0006808255,0.00037757328,0.0002566619,0.0005047072,0.0004171525,0.00060655473,0.00023476554],"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":[0.000014023386,0.000023497858,0.00030706593,0.000022595146,0.0000105150175,0.000023027113,0.000011790431,0.99033815,0.002046619,0.0006361841,0.000102159145,0.006464315],"study_design_scores_gemma":[6.1581915e-7,0.000003751055,0.000042703727,0.0000010342955,0.0000014520435,0.0000018457205,0.0000016464342,0.9994143,0.00031672025,0.00015989962,0.000054976084,0.0000010682169],"about_ca_topic_score_codex":0.0050237756,"about_ca_topic_score_gemma":0.004058196,"teacher_disagreement_score":0.0050237756,"about_ca_system_score_codex":0.0004086884,"about_ca_system_score_gemma":0.0005191532,"threshold_uncertainty_score":0.009989083},"labels":[],"label_agreement":null},{"id":"W4391424841","doi":"10.1007/978-3-031-35471-7_64","title":"Development of Self-Energy Storing Engineered Cementitious Composites","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Composite material; Cementitious; Cement","score_opus":0.0072403672584876715,"score_gpt":0.18515519024441204,"score_spread":0.17791482298592437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391424841","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92203933,0.0031882483,0.0512706,0.0001384715,0.00028654662,0.00009224895,0.000324164,0.00090644544,0.021753946],"genre_scores_gemma":[0.9211422,0.0016754315,0.05617342,0.000051033174,0.000018840976,0.00007171549,0.00043687114,0.0001630472,0.02026734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999162,0.0000036082158,0.000004043555,0.00001586666,0.000045586534,0.000014756062],"domain_scores_gemma":[0.99992025,0.000007754152,0.000020215271,0.000009638148,0.000024059884,0.000017977332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012497554,0.00026281452,0.00014476282,0.0003048556,0.00013214274,0.00038744046,0.00033994936,0.0002942311,0.0010147222],"category_scores_gemma":[0.00010546105,0.00019158816,0.0002697195,0.00022412791,0.00014750587,0.00033385374,0.00020643213,0.00049396715,0.00037176444],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011700837,0.000037809292,0.00006294764,0.000046785095,0.0000040304067,0.000053220327,0.000018021821,0.0008779295,0.9921036,0.0008098412,0.0001241927,0.0058498527],"study_design_scores_gemma":[0.0000056280537,0.00011642935,0.0008041191,0.0000074749832,0.000011312115,0.00011041353,0.000014988491,0.0044905716,0.98763436,0.00016205844,0.006635824,0.0000068601694],"about_ca_topic_score_codex":0.00039966623,"about_ca_topic_score_gemma":0.0014972992,"teacher_disagreement_score":0.0010147222,"about_ca_system_score_codex":0.00022714773,"about_ca_system_score_gemma":0.0002720467,"threshold_uncertainty_score":0.0033945441},"labels":[],"label_agreement":null},{"id":"W4391452757","doi":"10.2139/ssrn.4712790","title":"Assessment of Lithium Slag as a Supplementary Siliceous Material in Autoclaved Aerated Concrete: Physical Properties and Hydration Characteristics","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"McMaster University","funders":"","keywords":"Autoclaved aerated concrete; Lithium (medication); Slag (welding); Materials science; Aeration; Metallurgy; Mineralogy; Environmental science; Waste management; Composite material; Chemistry; Engineering; Psychology","score_opus":0.009175014114895913,"score_gpt":0.24851734009675677,"score_spread":0.23934232598186087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391452757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990392,0.00019420085,0.0003657617,0.0000069943285,0.0000022339018,0.0000058880514,0.000049234084,0.000007277002,0.0003291521],"genre_scores_gemma":[0.99900657,0.00009162975,0.00027525402,0.000004069636,8.3585365e-7,0.000003172145,0.000046608908,0.0000045942243,0.00056720275],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998504,0.000027480544,0.000009645492,0.000025642204,0.00006849441,0.000018226692],"domain_scores_gemma":[0.9997662,0.000053795862,0.000051086918,0.000015761823,0.000078059915,0.00003502654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003305332,0.00016094187,0.00019640556,0.0002241604,0.00014187678,0.0002707431,0.00018281893,0.00028145788,0.00069652364],"category_scores_gemma":[0.00040258077,0.000102367776,0.00022896117,0.00017795694,0.0002976663,0.00024898196,0.00022779012,0.00019266679,0.00015195708],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006265309,0.00003330924,0.0024353694,0.00006931327,0.00000965736,0.00004772771,0.00006333848,0.0006404401,0.99371463,0.000039519462,0.000020766252,0.0022992485],"study_design_scores_gemma":[0.000014020541,0.0008034959,0.015760496,0.000012519627,0.000032432403,0.000054941975,0.00014420925,0.0032266811,0.9791582,0.000030692532,0.0007520604,0.000010282113],"about_ca_topic_score_codex":0.0022212404,"about_ca_topic_score_gemma":0.0040623806,"teacher_disagreement_score":0.0022212404,"about_ca_system_score_codex":0.00024806403,"about_ca_system_score_gemma":0.00036083919,"threshold_uncertainty_score":0.004416585},"labels":[],"label_agreement":null},{"id":"W4391532736","doi":"10.1007/978-3-031-34027-7_60","title":"Novel Green Mortar Incorporating Crumb Rubber and Wood Fly Ash","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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; Okanagan University College; University of British Columbia","funders":"","keywords":"Crumb rubber; Mortar; Fly ash; Natural rubber; Pulp and paper industry; Environmental science; Composite material; Materials science; Engineering","score_opus":0.009006981461121862,"score_gpt":0.1934963352430422,"score_spread":0.18448935378192033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391532736","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84001833,0.007273885,0.1011233,0.00021867226,0.0009950821,0.00014622581,0.0005895829,0.0023641414,0.047270812],"genre_scores_gemma":[0.8932677,0.00219623,0.04399595,0.00017307147,0.00007442235,0.000043025426,0.00037722517,0.00026002942,0.05961238],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998815,0.000006132689,0.0000039447004,0.000020855905,0.00006609297,0.000021501142],"domain_scores_gemma":[0.99993503,0.000009952231,0.000013343135,0.000010441235,0.000017824974,0.000013373456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014480604,0.00046264325,0.00033194854,0.00054590584,0.00020235815,0.00046809466,0.0006939952,0.0005961549,0.002662456],"category_scores_gemma":[0.00010797798,0.00029295526,0.00044348597,0.0002995401,0.00021503305,0.0005000858,0.00030682233,0.0005587086,0.001356615],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012498711,0.00013719297,0.00008999848,0.00020552271,0.000016304695,0.00020629799,0.000031510626,0.0015897552,0.9772898,0.0014401132,0.00066895544,0.018199485],"study_design_scores_gemma":[0.000025281379,0.0007225458,0.0019168037,0.00003453176,0.00007014353,0.00041458572,0.000045621156,0.007067021,0.9616312,0.00035162593,0.027686868,0.00003369939],"about_ca_topic_score_codex":0.00042479552,"about_ca_topic_score_gemma":0.0021630041,"teacher_disagreement_score":0.002662456,"about_ca_system_score_codex":0.0001717195,"about_ca_system_score_gemma":0.00016276668,"threshold_uncertainty_score":0.008906782},"labels":[],"label_agreement":null},{"id":"W4391546495","doi":"10.1007/978-3-031-34027-7_59","title":"Converting Other Flexible Plastic Packaging into Fiber Reinforcement for Concrete Structures","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"Reinforcement; Materials science; Fiber; Composite material; Structural engineering; Engineering","score_opus":0.010072408066794757,"score_gpt":0.21976009043188477,"score_spread":0.20968768236509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546495","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31919998,0.0068163234,0.30206883,0.00032518982,0.001350192,0.000251083,0.00074353616,0.004184617,0.3650602],"genre_scores_gemma":[0.5407385,0.004898598,0.14973561,0.00027407013,0.00010223044,0.00008925281,0.00082424417,0.0013969801,0.3019405],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990964,0.0000052095306,0.000003824985,0.000019097659,0.000048193266,0.000014115183],"domain_scores_gemma":[0.9999559,0.000008587496,0.000006964361,0.0000147111095,0.000009839586,0.000004016994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009734116,0.00045875346,0.00017230635,0.0005723605,0.00022612196,0.00048448317,0.00041223815,0.00041672363,0.010516281],"category_scores_gemma":[0.00016354062,0.00032822735,0.00046752696,0.0006362328,0.00018326222,0.00075278693,0.00032610886,0.0006632345,0.0037513182],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000699433,0.00019028866,0.00046359078,0.0004551191,0.000019579478,0.0006229509,0.00024356751,0.008124493,0.7027273,0.011098694,0.0037605993,0.27222377],"study_design_scores_gemma":[0.000017795724,0.0005741598,0.004398606,0.00013542232,0.000045129298,0.001515388,0.0001585148,0.008129005,0.7359009,0.004377625,0.2447044,0.000043081287],"about_ca_topic_score_codex":0.00042270226,"about_ca_topic_score_gemma":0.001317565,"teacher_disagreement_score":0.010516281,"about_ca_system_score_codex":0.00020168319,"about_ca_system_score_gemma":0.00015611688,"threshold_uncertainty_score":0.03518051},"labels":[],"label_agreement":null},{"id":"W4391546808","doi":"10.1007/978-3-031-34027-7_57","title":"Mechanical Performance of Concrete Incorporating Waste Glass Fiber-Reinforced Polymer Materials from Recycled Wind Turbine Blades","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"","keywords":"Materials science; Composite material; Turbine; Turbine blade; Glass fiber; Fiber; Mechanical engineering; Engineering","score_opus":0.007245020349037687,"score_gpt":0.18936052853814694,"score_spread":0.18211550818910927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986333,0.00029536843,0.0002775079,0.000011111712,0.000014168278,0.000004949496,0.00008950955,0.000016534957,0.00065748004],"genre_scores_gemma":[0.9972331,0.00015303543,0.000302067,0.000006470372,0.0000027685517,0.0000034654352,0.00014188212,0.000011639353,0.002145701],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997422,0.00002699225,0.000016256958,0.000035972214,0.00013701548,0.000041593576],"domain_scores_gemma":[0.9997354,0.00007327932,0.000045283716,0.000016958931,0.0000925796,0.000036478144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032188674,0.00030508064,0.0003647222,0.00036814171,0.0003269874,0.000248629,0.0003588425,0.00047775477,0.0021940533],"category_scores_gemma":[0.00038912022,0.00023576236,0.00037660735,0.00033276348,0.00027133798,0.00031272403,0.00017747536,0.00038357728,0.0004920932],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00077470136,0.00008155513,0.0010079406,0.00009840646,0.000015212525,0.00011916031,0.00007348013,0.0034640576,0.98806703,0.000055379238,0.00017683423,0.006066359],"study_design_scores_gemma":[0.000023694818,0.002363877,0.020225534,0.000025394322,0.00003637603,0.00007905523,0.00012517285,0.005906922,0.97028124,0.000034149056,0.00087862974,0.00002003476],"about_ca_topic_score_codex":0.0014908725,"about_ca_topic_score_gemma":0.0045276214,"teacher_disagreement_score":0.0021940533,"about_ca_system_score_codex":0.00027720543,"about_ca_system_score_gemma":0.00024032345,"threshold_uncertainty_score":0.007339835},"labels":[],"label_agreement":null},{"id":"W4391546856","doi":"10.1007/978-3-031-34027-7_74","title":"Elastostatics of Spherical Capsules in Self-healing Cement Matrix","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"McMaster University","funders":"","keywords":"Cement; Self-healing; Materials science; Matrix (chemical analysis); Composite material; Medicine","score_opus":0.00672610887736635,"score_gpt":0.21285280352984756,"score_spread":0.2061266946524812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9034264,0.0027399734,0.047842998,0.00034432116,0.00030948533,0.000037602196,0.00011015282,0.00021937655,0.04496951],"genre_scores_gemma":[0.98640454,0.00043450872,0.0024776065,0.00003990028,0.000017957436,0.0000098111805,0.000033447734,0.000039702292,0.010542362],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9999443,0.0000076119595,0.0000017036945,0.000011203067,0.000019201838,0.000015981721],"domain_scores_gemma":[0.99994576,0.000019373592,0.000011113928,0.000008760898,0.000004253874,0.000010671844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008186841,0.00018886244,0.00023274608,0.0001413104,0.00014668466,0.00057736103,0.00027443477,0.0002771787,0.0025109844],"category_scores_gemma":[0.00015092864,0.00019536038,0.00016875891,0.00013029507,0.00044304106,0.00039313178,0.0003948981,0.00031461936,0.00032003244],"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":[0.00020935836,0.00007278,0.00019823258,0.00018213862,0.000023423523,0.00055344374,0.00025570937,0.031073581,0.88513356,0.06824835,0.0013510509,0.0126984455],"study_design_scores_gemma":[0.00013883144,0.0006252252,0.0028790764,0.000040121384,0.00002969972,0.0007302007,0.00037810416,0.30558383,0.6464241,0.023166617,0.019914348,0.00008985936],"about_ca_topic_score_codex":0.000203757,"about_ca_topic_score_gemma":0.0003123852,"teacher_disagreement_score":0.0025109844,"about_ca_system_score_codex":0.00017335296,"about_ca_system_score_gemma":0.000092497045,"threshold_uncertainty_score":0.008400142},"labels":[],"label_agreement":null},{"id":"W4391546897","doi":"10.1007/978-3-031-34027-7_61","title":"Algorithmic Mix Design for 3D Printing Materials","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"3D printing; Computer science; Engineering drawing; Engineering; Mechanical engineering","score_opus":0.013225885958250755,"score_gpt":0.21093061500652846,"score_spread":0.1977047290482777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546897","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003343438,0.00014087411,0.98668694,0.000049839553,0.000035892055,0.000030215699,0.000059625225,0.0006100751,0.00904315],"genre_scores_gemma":[0.14415944,0.00029176747,0.83301926,0.00013262214,0.00005711056,0.00029124535,0.00036367433,0.00067088724,0.02101409],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934846,0.00012901424,0.000029900526,0.00009970996,0.00033731898,0.00005561818],"domain_scores_gemma":[0.99955314,0.00021918424,0.0000313341,0.00009730899,0.00007733749,0.000021614871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055760314,0.0009154833,0.00085269223,0.0008911853,0.00049354666,0.001585042,0.00155435,0.0011972653,0.020023301],"category_scores_gemma":[0.001536926,0.0007875748,0.0012180795,0.0006681185,0.0007571818,0.0015074485,0.0027008345,0.0012992765,0.003354392],"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":[0.00012505567,0.00007092737,0.00036272293,0.0002746557,0.000051457027,0.00008284472,0.00010818857,0.4384717,0.012383766,0.2059424,0.008181409,0.33394495],"study_design_scores_gemma":[0.0000152430675,0.000054083488,0.00007428272,0.000028910208,0.000013338343,0.00006138558,0.000022766317,0.9111281,0.0041026534,0.07096919,0.013518733,0.0000112756925],"about_ca_topic_score_codex":0.0005409115,"about_ca_topic_score_gemma":0.0012481612,"teacher_disagreement_score":0.020023301,"about_ca_system_score_codex":0.00064012536,"about_ca_system_score_gemma":0.00056090724,"threshold_uncertainty_score":0.06698465},"labels":[],"label_agreement":null},{"id":"W4391787896","doi":"10.1063/5.0193235","title":"Flow analysis of screw extrusion in three-dimensional concrete printing","year":2024,"lang":"en","type":"article","venue":"Physics of Fluids","topic":"Innovations in Concrete and Construction Materials","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":"McMaster University","funders":"","keywords":"Physics; Extrusion; Flow (mathematics); Mechanics; Mechanical engineering; Composite material; Engineering","score_opus":0.014148352003261698,"score_gpt":0.24192703939211457,"score_spread":0.22777868738885287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391787896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91293967,0.00024651765,0.08315894,0.000040542363,0.000014895967,0.00003882676,0.00020733324,0.00035102674,0.0030022548],"genre_scores_gemma":[0.9925041,0.00012523294,0.0062677325,0.0000070353326,0.000002141295,0.000011018707,0.00012177031,0.000020710733,0.00094021764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999902,0.000012791421,0.0000073011465,0.000014078268,0.000048891918,0.000014953345],"domain_scores_gemma":[0.9998136,0.00009047657,0.000029841784,0.0000144221785,0.000042641946,0.000009032608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026636128,0.00016559387,0.00023432655,0.0005903862,0.00026750527,0.0005049579,0.00018372676,0.0003694061,0.00084257167],"category_scores_gemma":[0.0005426753,0.00013478825,0.00031858552,0.0003015251,0.0004931646,0.0003031803,0.00015599024,0.0002730242,0.00015906776],"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":[0.00024834854,0.00013339733,0.006958803,0.00013817471,0.000020109183,0.00035178752,0.00027660799,0.5995616,0.34938836,0.011628257,0.0002567323,0.031037835],"study_design_scores_gemma":[0.000013116541,0.00007128772,0.0047063027,0.000008028333,0.000005224071,0.000052742533,0.00003076025,0.88796055,0.10553541,0.00070363027,0.0008913427,0.000021453667],"about_ca_topic_score_codex":0.0034434604,"about_ca_topic_score_gemma":0.0013783382,"teacher_disagreement_score":0.0034434604,"about_ca_system_score_codex":0.0005827345,"about_ca_system_score_gemma":0.00045020675,"threshold_uncertainty_score":0.0068467855},"labels":[],"label_agreement":null},{"id":"W4391990991","doi":"10.1139/cjce-2023-0395","title":"Structural performance of large-scale 3D-printed walls subjected to axial compression load","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; 3d printed; Structural engineering; Cracking; 3D printing; Compressive strength; Stiffness; Finite element method; Compression (physics); Load bearing; Unreinforced masonry building; Materials science; Composite material; Engineering","score_opus":0.00610238625840802,"score_gpt":0.2003320910374242,"score_spread":0.19422970477901616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391990991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99779654,0.00008511585,0.0011455283,0.000007988177,0.000014993238,0.000005888972,0.000071315946,0.000053661264,0.0008190884],"genre_scores_gemma":[0.99779594,0.00005920444,0.0009749105,0.000009785904,0.0000023259456,0.000007699908,0.00007226923,0.000014809851,0.0010630317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960285,0.00002878806,0.000030583244,0.000052513147,0.00023635775,0.00004884514],"domain_scores_gemma":[0.99920255,0.00026465007,0.00016143164,0.00014287273,0.00015273405,0.00007580956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038346613,0.0004464209,0.0002620059,0.00043685295,0.00021236308,0.00036515723,0.00031986772,0.0006493095,0.0017943094],"category_scores_gemma":[0.0008843367,0.00025848998,0.00033149408,0.0002731351,0.0005801365,0.00030185215,0.00041595724,0.00037676032,0.00042195787],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017585409,0.000039827733,0.0015226031,0.000070751594,0.000009818011,0.00029872707,0.00014212077,0.010529946,0.98130196,0.000094088784,0.00006643373,0.005747814],"study_design_scores_gemma":[0.000010320369,0.0007907191,0.022935374,0.000021787484,0.000021298474,0.0001753577,0.0002057692,0.010605596,0.96447444,0.000058923513,0.00067086215,0.000029634313],"about_ca_topic_score_codex":0.0004410803,"about_ca_topic_score_gemma":0.0013279383,"teacher_disagreement_score":0.0017943094,"about_ca_system_score_codex":0.00018366195,"about_ca_system_score_gemma":0.00015605407,"threshold_uncertainty_score":0.0060025454},"labels":[],"label_agreement":null},{"id":"W4392167433","doi":"10.18280/acsm.480111","title":"Effect of Utilization Waste Strapping Plastic Belts on Flexural Behaviour of Concrete","year":2024,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Strapping; Flexural strength; Plastic waste; Composite material; Materials science; Waste management; Structural engineering; Geotechnical engineering; Engineering","score_opus":0.031844186206741336,"score_gpt":0.2953689265099136,"score_spread":0.26352474030317224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392167433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993942,0.0002028332,0.00012732038,0.000006025915,0.000003220166,0.000002884254,0.000026319212,0.000009107638,0.00022797407],"genre_scores_gemma":[0.9986921,0.00026333064,0.00047688745,0.000010713986,0.0000029308849,0.0000034955508,0.000051330015,0.000006358066,0.0004927968],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997619,0.000058758047,0.00002484359,0.000046607594,0.000059464957,0.0000484609],"domain_scores_gemma":[0.99937963,0.00020085489,0.00019466931,0.000041325093,0.00008642271,0.00009716257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019360468,0.00043654657,0.00023926924,0.00024348416,0.00013866971,0.00029996104,0.00021980476,0.00030185818,0.0013461001],"category_scores_gemma":[0.00050437247,0.00019595344,0.00028174702,0.0002402213,0.00022466085,0.0002519863,0.0002188449,0.0003573169,0.00016566494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009200292,0.00024585135,0.0018095082,0.00012619069,0.00003196091,0.00016140017,0.00007388121,0.0012719345,0.99104816,0.000018710385,0.000019007877,0.0042733196],"study_design_scores_gemma":[0.000010214071,0.0042479476,0.010988836,0.000015189791,0.00006004047,0.00009033166,0.00010719399,0.00087740814,0.98317426,0.000011695021,0.00040459682,0.000012366478],"about_ca_topic_score_codex":0.0010504824,"about_ca_topic_score_gemma":0.0017327088,"teacher_disagreement_score":0.0013461001,"about_ca_system_score_codex":0.00013244146,"about_ca_system_score_gemma":0.0001515723,"threshold_uncertainty_score":0.0045031905},"labels":[],"label_agreement":null},{"id":"W4392182147","doi":"","title":"Comportement à l'impact et en fatigue de biocomposites à renforts mixtes UD et mat lin/époxy","year":2023,"lang":"fr","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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":"Université du Québec à Trois-Rivières","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science","score_opus":0.017461560875597575,"score_gpt":0.27381312308670247,"score_spread":0.2563515622111049,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392182147","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961527,0.0007534237,0.0010796682,0.000031158695,0.0000235994,0.000010356741,0.000083834864,0.000031852614,0.0018334188],"genre_scores_gemma":[0.9935735,0.00032015608,0.00042964736,0.000019880563,0.000009810603,0.00001838294,0.00011187943,0.0000260753,0.0054906947],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947053,0.00011931695,0.000017913038,0.00009923035,0.00019143593,0.00010156154],"domain_scores_gemma":[0.9986897,0.00059297465,0.00011872688,0.000060485374,0.00044770006,0.00009043815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008328378,0.0004576275,0.00034143645,0.0005044066,0.000512973,0.00058993255,0.00037166703,0.00087809603,0.005965608],"category_scores_gemma":[0.0010338046,0.00026264618,0.0004253683,0.00026353664,0.0006289021,0.000518934,0.00022013548,0.000529429,0.0007544664],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002029095,0.00018232019,0.003111896,0.00012441423,0.00003406896,0.0002693146,0.00028791133,0.0058798194,0.9764149,0.00026057448,0.00017453782,0.011231185],"study_design_scores_gemma":[0.000039321116,0.0020667212,0.022638923,0.000022017657,0.000044149125,0.00012580081,0.0002097037,0.011538606,0.96133983,0.00010584603,0.0018473358,0.000021772144],"about_ca_topic_score_codex":0.004047299,"about_ca_topic_score_gemma":0.003803701,"teacher_disagreement_score":0.005965608,"about_ca_system_score_codex":0.00070730725,"about_ca_system_score_gemma":0.0002478543,"threshold_uncertainty_score":0.019957006},"labels":[],"label_agreement":null},{"id":"W4392182890","doi":"10.18280/acsm.480114","title":"Enhancing Mechanical Properties of Self-Compacting Concrete Through the Utilization of Pozzolanic Materials and Waste Products","year":2024,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","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":"Pozzolan; Materials science; Pozzolanic activity; Properties of concrete; Waste management; Composite material; Cement; Engineering; Portland cement","score_opus":0.05055309381177763,"score_gpt":0.2674601732673048,"score_spread":0.21690707945552717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392182890","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959992,0.000886058,0.0019962306,0.000021979746,0.0000073410565,0.000013330259,0.000042734435,0.000022563792,0.0010105055],"genre_scores_gemma":[0.9964257,0.00048312158,0.0023754942,0.000011645001,0.0000026667813,0.000007068151,0.000038483242,0.0000071479362,0.00064872135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998746,0.000018796922,0.0000113051765,0.000022621061,0.00004926238,0.000023407989],"domain_scores_gemma":[0.9998841,0.000015868029,0.00004647449,0.000010977036,0.000024673778,0.000017825223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019672698,0.00031338062,0.00018017122,0.00034673588,0.00013138913,0.00031861622,0.00019097117,0.00021205007,0.0006732765],"category_scores_gemma":[0.0002048918,0.00009971329,0.00021574114,0.00020525452,0.00020569004,0.00034134058,0.0002455717,0.0003452833,0.00015208595],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003910139,0.000030371539,0.0007928192,0.000100421494,0.0000055852083,0.00004783092,0.000019642655,0.0002547818,0.9946221,0.000093951385,0.000010399335,0.0039829575],"study_design_scores_gemma":[0.000002426137,0.00040584474,0.005459616,0.000010308088,0.000023401426,0.00009014902,0.00003928768,0.00073540834,0.99163,0.00003136565,0.0015659778,0.000006110008],"about_ca_topic_score_codex":0.0005152598,"about_ca_topic_score_gemma":0.0028032402,"teacher_disagreement_score":0.0006732765,"about_ca_system_score_codex":0.00020760935,"about_ca_system_score_gemma":0.00027199715,"threshold_uncertainty_score":0.0022522807},"labels":[],"label_agreement":null},{"id":"W4392212115","doi":"10.36253/10.36253/979-12-215-0289-3.58","title":"A Robotic Method to Insert Batt Insulation into Light-Frame Wood Wall for Panel Prefabrications","year":2023,"lang":"en","type":"book-chapter","venue":"Proceedings e report","topic":"Innovations in Concrete and Construction Materials","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":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Insert (composites); Frame (networking); Materials science; Composite material; Mechanical engineering; Engineering","score_opus":0.045306142055418615,"score_gpt":0.28255468660476124,"score_spread":0.23724854454934263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392212115","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16042486,0.001281561,0.82699,0.00017463719,0.00025186178,0.0003096113,0.000092473456,0.0029296193,0.007545345],"genre_scores_gemma":[0.4750241,0.00065030763,0.51622045,0.00010346944,0.00004700863,0.00017208986,0.00011719471,0.000084318446,0.0075810873],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996927,0.00002322275,0.000016266173,0.00007615094,0.00015444885,0.00003728687],"domain_scores_gemma":[0.99981207,0.000026638101,0.000055385408,0.00004728487,0.0000380153,0.000020562942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000263341,0.00055477035,0.0003182152,0.0003885007,0.00030561714,0.0003451293,0.000788973,0.00059510407,0.0017538697],"category_scores_gemma":[0.00032434677,0.0003588608,0.00043131068,0.00017876374,0.0003530382,0.00064879947,0.0006219107,0.00055804494,0.0007842007],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010203414,0.000093848306,0.0004601419,0.00042311175,0.00001604089,0.0005597158,0.00018293443,0.0049098656,0.8812233,0.0024824333,0.0009375563,0.10860908],"study_design_scores_gemma":[0.00008714351,0.0030384054,0.005271391,0.00010305225,0.00007657068,0.005308177,0.00016223159,0.0827812,0.841881,0.0010076335,0.060120966,0.00016235092],"about_ca_topic_score_codex":0.00024030101,"about_ca_topic_score_gemma":0.0004160348,"teacher_disagreement_score":0.0017538697,"about_ca_system_score_codex":0.00013323185,"about_ca_system_score_gemma":0.00041685672,"threshold_uncertainty_score":0.005867243},"labels":[],"label_agreement":null},{"id":"W4392308787","doi":"10.11159/jffhmt.2024.005","title":"Characterization of the Turbulent Fluid Flow Structures in a Slab Mold with Experimental Measurements and Different Turbulence Models","year":2024,"lang":"en","type":"article","venue":"Journal of Fluid Flow Heat and Mass Transfer","topic":"Innovations in Concrete and Construction Materials","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":"Turbulence; Mechanics; K-epsilon turbulence model; Flow (mathematics); Slab; Characterization (materials science); Fluid dynamics; Materials science; Physics; Nanotechnology","score_opus":0.015410160354977115,"score_gpt":0.20879403421552836,"score_spread":0.19338387386055125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392308787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9861179,0.00006243149,0.012984575,0.000010790789,0.0000045180473,0.000020715419,0.00015222149,0.000096495045,0.00055040134],"genre_scores_gemma":[0.9937635,0.00004445037,0.005878284,0.0000024566057,0.0000013639652,0.000013484506,0.0000977476,0.000010339392,0.00018839476],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974936,0.000031578074,0.000020637444,0.00004350694,0.00012149014,0.000033444125],"domain_scores_gemma":[0.99957615,0.00015214541,0.0000808207,0.00005855048,0.00010699449,0.000025391471],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005726167,0.000504962,0.00027112412,0.000313571,0.00024386913,0.00026431924,0.00024829328,0.00026211108,0.0007323976],"category_scores_gemma":[0.00079874025,0.0001461279,0.00025940742,0.00041282704,0.0005469934,0.0002841295,0.00025707556,0.00028352172,0.00008776674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018942602,0.00014517816,0.009518819,0.0000862216,0.000008367925,0.00008983927,0.00019405373,0.0110598495,0.9721839,0.000310042,0.000033808104,0.0061806487],"study_design_scores_gemma":[0.000026745456,0.0010243263,0.039892934,0.000012344755,0.000025501107,0.00010450688,0.00014576818,0.06508351,0.89307433,0.00011532147,0.00046332213,0.00003133879],"about_ca_topic_score_codex":0.002179519,"about_ca_topic_score_gemma":0.0024742712,"teacher_disagreement_score":0.002179519,"about_ca_system_score_codex":0.00029667298,"about_ca_system_score_gemma":0.00035293523,"threshold_uncertainty_score":0.0043336153},"labels":[],"label_agreement":null},{"id":"W4392309959","doi":"10.2139/ssrn.4743160","title":"\"Enhanced Energy Generation Via Composite Catalyst Gasification of In-Situ Plastic Waste\"","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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 du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Composite number; Catalysis; In situ; Materials science; Plastic waste; Waste management; Environmental science; Chemical engineering; Process engineering; Composite material; Chemistry; Engineering; Organic chemistry","score_opus":0.0077795262774681745,"score_gpt":0.2163601493669329,"score_spread":0.20858062308946473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392309959","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9713756,0.0017806545,0.011328075,0.0004242348,0.00047976244,0.000041105213,0.0002557984,0.00020700097,0.014107776],"genre_scores_gemma":[0.9900719,0.0004282777,0.0013063707,0.000033127242,0.000017546108,0.000005844758,0.00010058625,0.000019565066,0.00801663],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999517,0.000004848658,0.0000013645327,0.000012372123,0.000015540141,0.000014227575],"domain_scores_gemma":[0.99998546,0.0000044815415,0.0000018754785,0.0000018856814,0.0000035962596,0.0000026823463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007659778,0.00028094288,0.00026181838,0.00020532265,0.00017813809,0.00030352417,0.0002691443,0.00033181914,0.0020536887],"category_scores_gemma":[0.000108149645,0.000098369565,0.00027510096,0.00013718774,0.00017490318,0.00035713165,0.0002800841,0.0003476385,0.0004414881],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063691393,0.000117048294,0.0003382915,0.00040247577,0.000033757842,0.00029973252,0.00009231922,0.0026297306,0.97084045,0.0034446334,0.0011058695,0.02005877],"study_design_scores_gemma":[0.000011691621,0.00008352849,0.00044096186,0.000003399352,0.000013770212,0.00007605754,0.000017323051,0.0062964116,0.990569,0.0002577483,0.0022253871,0.000004611643],"about_ca_topic_score_codex":0.00035930134,"about_ca_topic_score_gemma":0.0005387505,"teacher_disagreement_score":0.0020536887,"about_ca_system_score_codex":0.00018241479,"about_ca_system_score_gemma":0.00010904156,"threshold_uncertainty_score":0.00687021},"labels":[],"label_agreement":null},{"id":"W4392365950","doi":"10.18280/rcma.340107","title":"Optimizing Physical and Mechanical Properties of Recycled Filler and Fiber Sand Concrete: A Full Factorial Design Approach","year":2024,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Factorial experiment; Filler (materials); Fiber; Composite material; Materials science; Fractional factorial design; Mathematics; Statistics","score_opus":0.06944279798160205,"score_gpt":0.26110482909299715,"score_spread":0.1916620311113951,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392365950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97557384,0.0007749062,0.020470718,0.000030685613,0.00005161097,0.0016059177,0.00033783173,0.00007339323,0.0010811089],"genre_scores_gemma":[0.8968209,0.0011735413,0.09282478,0.00008161581,0.000024583223,0.0053981068,0.00041104207,0.00005171072,0.0032137602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976406,0.0006794916,0.00026458662,0.00043820578,0.00065315724,0.00032398358],"domain_scores_gemma":[0.9989905,0.0003611317,0.00025393092,0.00010342088,0.000175486,0.000115543684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028907026,0.0011757805,0.0020632078,0.0010418539,0.00047876895,0.0013087111,0.0012208644,0.0009551935,0.0018062649],"category_scores_gemma":[0.0013951821,0.0005628097,0.001663674,0.000748769,0.00067694706,0.00050425855,0.0006851403,0.0011596263,0.00024273522],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009768612,0.0089118285,0.0017046862,0.0011277254,0.00028987348,0.00010599294,0.00023940568,0.022821782,0.9287004,0.0007680374,0.000091473725,0.025470242],"study_design_scores_gemma":[0.001864561,0.16686586,0.016523404,0.00011912973,0.0014390578,0.00012714085,0.0002917315,0.043005086,0.7595057,0.00090733106,0.009097259,0.00025370362],"about_ca_topic_score_codex":0.0011686817,"about_ca_topic_score_gemma":0.0017009029,"teacher_disagreement_score":0.0028907026,"about_ca_system_score_codex":0.00096627,"about_ca_system_score_gemma":0.0018023376,"threshold_uncertainty_score":0.015287697},"labels":[],"label_agreement":null},{"id":"W4392431427","doi":"10.17140/plmoj-1-e002","title":"Innovation of Wound and Burn Care Dressings from Traditional to Nonwoven Polymeric Scaffolds","year":2016,"lang":"en","type":"article","venue":"Pathology and Laboratory Medicine – Open Journal","topic":"Innovations in Concrete and Construction Materials","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; University of Victoria","funders":"","keywords":"Burn wound; Wound dressing; Wound care; Nonwoven fabric; Materials science; Business; Medicine; Wound healing; Composite material; Intensive care medicine; Surgery","score_opus":0.02091674325432685,"score_gpt":0.26091552918719824,"score_spread":0.23999878593287138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392431427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9629285,0.004641834,0.02431999,0.00018613167,0.00038087167,0.00012000568,0.000108615306,0.00019946725,0.0071146935],"genre_scores_gemma":[0.96814203,0.0025489132,0.025619835,0.00013951097,0.00006389307,0.00007707181,0.00007219397,0.000034332526,0.0033021301],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997409,0.000043881682,0.00001976379,0.00004793287,0.00010306322,0.00004438887],"domain_scores_gemma":[0.99977463,0.00003676576,0.00006011684,0.000029055664,0.000061118415,0.000038351067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037008358,0.00026521235,0.00016752459,0.00061898556,0.0001807037,0.0006011334,0.00031105473,0.0003837665,0.0009040401],"category_scores_gemma":[0.00042696728,0.00016805479,0.0004361007,0.00024244635,0.00029395154,0.00057689485,0.00039270945,0.0005484542,0.00022847073],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001292773,0.00017265623,0.0006374482,0.00032286296,0.000024461087,0.00028799634,0.0001488164,0.0010369684,0.96084946,0.0021836462,0.00016854715,0.03403775],"study_design_scores_gemma":[0.000045526554,0.0021019962,0.009288834,0.00014742266,0.00012933466,0.0012118039,0.0002628311,0.005257412,0.9544093,0.0014143325,0.025682846,0.00004834524],"about_ca_topic_score_codex":0.000102548314,"about_ca_topic_score_gemma":0.00023273521,"teacher_disagreement_score":0.0009040401,"about_ca_system_score_codex":0.00018835657,"about_ca_system_score_gemma":0.00018134822,"threshold_uncertainty_score":0.0030243397},"labels":[],"label_agreement":null},{"id":"W4392434790","doi":"10.1016/j.cemconres.2024.107479","title":"Four-way CFD-DEM coupling to simulate concrete pipe flow: Mechanism of formation of lubrication layer","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":14,"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; Compute Canada; Université de Sherbrooke","keywords":"Rheology; Materials science; Lubrication; Computational fluid dynamics; Mechanics; Coupling (piping); Mechanism (biology); Particle (ecology); Flow (mathematics); Mortar; Composite material; Geotechnical engineering; Geology; Physics","score_opus":0.07429731824858897,"score_gpt":0.3267241302761863,"score_spread":0.2524268120275973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392434790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8222407,0.0002515077,0.14415543,0.00040109834,0.00028802687,0.00019150456,0.0011261511,0.0025679965,0.028777657],"genre_scores_gemma":[0.9857487,0.000050480958,0.011204306,0.00003363969,0.0000100795,0.000044882083,0.0001883613,0.00008171051,0.0026379093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986947,0.000028535322,0.00000754788,0.00002273581,0.00003368451,0.000037981168],"domain_scores_gemma":[0.9996177,0.00015012633,0.0000376552,0.000043390417,0.00009656275,0.00005452529],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026955956,0.0005586029,0.0005904878,0.0005044263,0.0005690389,0.00073953066,0.00091551954,0.0017093136,0.0047859848],"category_scores_gemma":[0.0010276448,0.00042330488,0.0006415421,0.00045117942,0.00059933215,0.0005542041,0.0008173068,0.0007623582,0.00034627473],"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":[0.00008983745,0.0000878169,0.002241428,0.000058962818,0.000023583047,0.00015701931,0.00009413609,0.98564744,0.0056661936,0.0021853438,0.00041766485,0.0033305131],"study_design_scores_gemma":[0.000012531309,0.000012967858,0.00030690062,0.0000028676398,0.0000039361935,0.000009007716,0.000010520206,0.9979259,0.0013325734,0.00012642024,0.0002508457,0.0000055515256],"about_ca_topic_score_codex":0.013223536,"about_ca_topic_score_gemma":0.0070738797,"teacher_disagreement_score":0.013223536,"about_ca_system_score_codex":0.00058263564,"about_ca_system_score_gemma":0.0009620178,"threshold_uncertainty_score":0.026293099},"labels":[],"label_agreement":null},{"id":"W4392451590","doi":"10.14359/51739158","title":"Approach for Production of Textile-Reinforced Beams and Slabs Using Three-Dimensional Concrete Printing","year":2024,"lang":"en","type":"article","venue":"ACI Structural Journal","topic":"Innovations in Concrete and Construction Materials","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":"Materials science; Textile; Structural engineering; Production (economics); Composite material; Reinforced concrete; Forensic engineering; Engineering","score_opus":0.018561163240729452,"score_gpt":0.24969357853771987,"score_spread":0.2311324152969904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392451590","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0591513,0.00035780092,0.89840513,0.00014148107,0.00014554599,0.00029602033,0.00038659543,0.003242269,0.037873805],"genre_scores_gemma":[0.38422877,0.00044392984,0.58185524,0.000043104053,0.000018186978,0.00015194595,0.00046729413,0.00032919648,0.03246238],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995078,0.000040731706,0.000027423905,0.000061888015,0.000320274,0.000041953797],"domain_scores_gemma":[0.9996793,0.000052775333,0.000027716596,0.000118520715,0.00009774533,0.000023860364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040526112,0.00060314056,0.00032421292,0.001022927,0.00048821187,0.0010130419,0.00086557027,0.0005646257,0.008329183],"category_scores_gemma":[0.0004171336,0.0003953298,0.0008536491,0.0007115483,0.00034586416,0.00037426132,0.0007901309,0.00057932315,0.00409938],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011482477,0.00020919941,0.0019772649,0.0004561703,0.00004025542,0.0010503789,0.0005068288,0.089711286,0.59998155,0.013064153,0.0039641815,0.288924],"study_design_scores_gemma":[0.00004993964,0.00073626457,0.005392342,0.00014174706,0.00007711926,0.0024289922,0.00050027855,0.18758337,0.6859621,0.00758868,0.10941915,0.000120046236],"about_ca_topic_score_codex":0.001502437,"about_ca_topic_score_gemma":0.0024637745,"teacher_disagreement_score":0.008329183,"about_ca_system_score_codex":0.00042762575,"about_ca_system_score_gemma":0.000581865,"threshold_uncertainty_score":0.02786392},"labels":[],"label_agreement":null},{"id":"W4392660015","doi":"10.1016/j.cemconcomp.2024.105509","title":"Preparation and performance analysis of 3D printed lightweight EPS concrete: Insights from the excess paste theory","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"National Natural Science Foundation of China","keywords":"Materials science; Rheology; Composite material; Aggregate (composite); Mortar; Composite number; Volume (thermodynamics); Yield (engineering); 3d printed","score_opus":0.00802242290240169,"score_gpt":0.22328553656486927,"score_spread":0.2152631136624676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392660015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96694785,0.00024394476,0.02858592,0.000044850403,0.00001529513,0.000017551214,0.00013504815,0.00024900417,0.0037605397],"genre_scores_gemma":[0.99515224,0.00009184432,0.0034266247,0.0000069089556,0.0000023521068,0.0000060549014,0.00006328196,0.000031417883,0.0012192823],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966586,0.000026031468,0.000016403663,0.00004044974,0.00021835246,0.000032899832],"domain_scores_gemma":[0.99962795,0.00015495597,0.000064404434,0.00006289842,0.000073770796,0.000016020009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025974525,0.00026354042,0.00033177578,0.00028958876,0.00018532484,0.0004918072,0.00038438605,0.00051478186,0.0016663579],"category_scores_gemma":[0.0006735088,0.00020732945,0.0003520739,0.00027395794,0.00041839428,0.00037868772,0.00030602477,0.00034627473,0.00048500486],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021375885,0.0000613209,0.0010599055,0.00011986301,0.000016488028,0.0001653903,0.00007867926,0.09621465,0.8860748,0.0009161208,0.00011325904,0.014965871],"study_design_scores_gemma":[0.000008204241,0.00024846318,0.0041630734,0.0000049448777,0.000014609316,0.00007074052,0.000034884466,0.16239233,0.8322413,0.00029073012,0.0005126773,0.000018024208],"about_ca_topic_score_codex":0.0007422404,"about_ca_topic_score_gemma":0.0008464459,"teacher_disagreement_score":0.0016663579,"about_ca_system_score_codex":0.00032484686,"about_ca_system_score_gemma":0.00022947848,"threshold_uncertainty_score":0.0055745244},"labels":[],"label_agreement":null},{"id":"W4392713000","doi":"10.2139/ssrn.4755826","title":"New Setup to Assess Concrete Reynolds Dilatancy Under Confined Flow Conditions: Simulating Coupled Effect of Shear, Friction, and Pressure During Pipe Flow","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Shearing (physics); Materials science; Mechanics; Reynolds number; Dilatant; Turbulence; Geotechnical engineering; Shear (geology); Mortar; Composite material; Geology; Physics","score_opus":0.007825888203515388,"score_gpt":0.25109829502162534,"score_spread":0.24327240681810997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392713000","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8620372,0.00014802055,0.12530063,0.00014887974,0.00023171969,0.00035208307,0.0026917395,0.0035669138,0.005522814],"genre_scores_gemma":[0.97246706,0.00007678011,0.024512378,0.000026359106,0.000014381088,0.00019137625,0.0007659819,0.00013481319,0.0018109044],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997998,0.000025834126,0.000012050084,0.000060662776,0.000065690816,0.000036018464],"domain_scores_gemma":[0.9996381,0.00009450203,0.000034200948,0.00008695712,0.00006757093,0.000078630415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002988042,0.00073559885,0.00061851117,0.00050418405,0.00040742048,0.000614334,0.0007844364,0.001234163,0.004103753],"category_scores_gemma":[0.0006313674,0.00041270722,0.00044755876,0.00040185245,0.0004944656,0.0005787528,0.0006792257,0.0010008138,0.0005083767],"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":[0.00082977203,0.0014303306,0.01181914,0.00032117896,0.00011346441,0.00061137386,0.00045951424,0.37887233,0.5739327,0.0033273217,0.002026751,0.026256079],"study_design_scores_gemma":[0.00016025758,0.001056628,0.013521496,0.000018892279,0.000049738082,0.00011244334,0.000092647955,0.89769924,0.084454596,0.00052119966,0.002215999,0.00009689904],"about_ca_topic_score_codex":0.0034640916,"about_ca_topic_score_gemma":0.003453783,"teacher_disagreement_score":0.004103753,"about_ca_system_score_codex":0.0004224225,"about_ca_system_score_gemma":0.0008468965,"threshold_uncertainty_score":0.01372844},"labels":[],"label_agreement":null},{"id":"W4392849528","doi":"10.1016/j.conbuildmat.2024.135826","title":"Understanding the dynamic rheological property of cement paste blended with steel slag powder: From interparticle force and physico-chemical parameters of view","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":20,"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":"National Natural Science Foundation of China","keywords":"Rheology; Materials science; Cement; Composite material; Slag (welding); Property (philosophy); Metallurgy","score_opus":0.026271949963940115,"score_gpt":0.22894073041566723,"score_spread":0.20266878045172712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392849528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894973,0.0010225016,0.0077974484,0.00011329968,0.000018095612,0.0000106988355,0.00015400602,0.00003631561,0.0013503988],"genre_scores_gemma":[0.99767107,0.00035278918,0.0014114187,0.000023336852,0.000007381673,0.000005512392,0.00009383358,0.0000071740765,0.00042758943],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999461,0.0000030279086,0.0000035796736,0.000017691484,0.000019424679,0.000010120297],"domain_scores_gemma":[0.9999434,0.000018522773,0.000015549409,0.0000041579115,0.000012598939,0.0000058562014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010375424,0.00018526355,0.00016642395,0.00028377215,0.00009541783,0.000257054,0.0002048205,0.00036418607,0.00085632724],"category_scores_gemma":[0.00018860439,0.00012196717,0.00020760817,0.00017808085,0.00020329493,0.00077877915,0.00011461183,0.00049994566,0.00017113448],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003080828,0.000014952042,0.00059166993,0.00004518684,0.0000039513916,0.000048573314,0.00001865718,0.00024745957,0.99686337,0.00012674123,0.00002572781,0.0019830784],"study_design_scores_gemma":[0.0000064708775,0.00012994118,0.014089327,0.000008059846,0.000025589767,0.00019137442,0.00012609882,0.017993791,0.9661588,0.00027131237,0.0009840744,0.000015208704],"about_ca_topic_score_codex":0.0005634269,"about_ca_topic_score_gemma":0.00074277824,"teacher_disagreement_score":0.00085632724,"about_ca_system_score_codex":0.0001513734,"about_ca_system_score_gemma":0.00009782402,"threshold_uncertainty_score":0.0028647184},"labels":[],"label_agreement":null},{"id":"W4392907885","doi":"10.32920/25412563.v1","title":"Robot Design and Modeling for Enclosed Area Assembly","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Revolute joint; Workspace; Kinematics; Robot; Euler angles; Planar; Deflection (physics); Simulation; Computer science; Robotic arm; Engineering; Control engineering; Control theory (sociology); Mechanical engineering; Artificial intelligence; Computer graphics (images); Geometry; Mathematics","score_opus":0.06968317256350806,"score_gpt":0.27469743601675817,"score_spread":0.2050142634532501,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392907885","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0062678643,0.00028723342,0.9799243,0.000050477105,0.000034728026,0.00005564096,0.00015802681,0.00059877743,0.012622871],"genre_scores_gemma":[0.4407031,0.0016072433,0.50887746,0.00007295869,0.000064588334,0.0007732361,0.0008010382,0.00052710413,0.04657333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978954,0.00003367533,0.000008587262,0.00003311545,0.00012107794,0.000014033282],"domain_scores_gemma":[0.9998671,0.000031177853,0.000034717385,0.000022915166,0.000038264006,0.0000059172253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002152431,0.0006013168,0.00047286323,0.00044508942,0.0003217088,0.00064187474,0.0008790687,0.0008651559,0.00606988],"category_scores_gemma":[0.00034283474,0.0003709585,0.00051131565,0.00033499033,0.00033577962,0.000547947,0.00045709734,0.0005174522,0.0027094898],"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":[0.000021165628,0.000025076337,0.00021137681,0.00017368488,0.000010882235,0.00013281193,0.000089213514,0.9247202,0.017099759,0.023276955,0.0013731086,0.03286577],"study_design_scores_gemma":[0.000006480753,0.000052812033,0.00024082951,0.00001724202,0.000006066752,0.0001000444,0.000019967913,0.9735564,0.0025852676,0.0036921646,0.01971168,0.000011127478],"about_ca_topic_score_codex":0.001981767,"about_ca_topic_score_gemma":0.0017050016,"teacher_disagreement_score":0.00606988,"about_ca_system_score_codex":0.000308182,"about_ca_system_score_gemma":0.0005339389,"threshold_uncertainty_score":0.020305753},"labels":[],"label_agreement":null},{"id":"W4392907898","doi":"10.32920/25412563","title":"Robot Design and Modeling for Enclosed Area Assembly","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"","keywords":"Revolute joint; Workspace; Kinematics; Robot; Planar; Euler angles; Deflection (physics); Simulation; Computer science; Robotic arm; Engineering; Control engineering; Mechanical engineering; Artificial intelligence; Computer graphics (images); Geometry","score_opus":0.06968317256350806,"score_gpt":0.27469743601675817,"score_spread":0.2050142634532501,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392907898","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0062678643,0.00028723342,0.9799243,0.000050477105,0.000034728026,0.00005564096,0.00015802681,0.00059877743,0.012622871],"genre_scores_gemma":[0.4407031,0.0016072433,0.50887746,0.00007295869,0.000064588334,0.0007732361,0.0008010382,0.00052710413,0.04657333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978954,0.00003367533,0.000008587262,0.00003311545,0.00012107794,0.000014033282],"domain_scores_gemma":[0.9998671,0.000031177853,0.000034717385,0.000022915166,0.000038264006,0.0000059172253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002152431,0.0006013168,0.00047286323,0.00044508942,0.0003217088,0.00064187474,0.0008790687,0.0008651559,0.00606988],"category_scores_gemma":[0.00034283474,0.0003709585,0.00051131565,0.00033499033,0.00033577962,0.000547947,0.00045709734,0.0005174522,0.0027094898],"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":[0.000021165628,0.000025076337,0.00021137681,0.00017368488,0.000010882235,0.00013281193,0.000089213514,0.9247202,0.017099759,0.023276955,0.0013731086,0.03286577],"study_design_scores_gemma":[0.000006480753,0.000052812033,0.00024082951,0.00001724202,0.000006066752,0.0001000444,0.000019967913,0.9735564,0.0025852676,0.0036921646,0.01971168,0.000011127478],"about_ca_topic_score_codex":0.001981767,"about_ca_topic_score_gemma":0.0017050016,"teacher_disagreement_score":0.00606988,"about_ca_system_score_codex":0.000308182,"about_ca_system_score_gemma":0.0005339389,"threshold_uncertainty_score":0.020305753},"labels":[],"label_agreement":null},{"id":"W4393144120","doi":"10.1007/978-3-031-47504-7_7","title":"Solid Bricks","year":2024,"lang":"en","type":"book-chapter","venue":"Algorithms and computation in mathematics","topic":"Innovations in Concrete and Construction Materials","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":"Materials science","score_opus":0.016738007493419853,"score_gpt":0.2658214654055814,"score_spread":0.24908345791216152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393144120","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005249074,0.0023186046,0.06619697,0.00061830744,0.00084394176,0.00005998207,0.0003434563,0.00047605764,0.9238936],"genre_scores_gemma":[0.07855411,0.002363596,0.031615995,0.00031144367,0.00017433809,0.00007580311,0.0005730249,0.00053260505,0.88579905],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999696,0.000035076162,0.000010130066,0.000067424335,0.00016010783,0.000031271793],"domain_scores_gemma":[0.99986386,0.000027719969,0.0000097416,0.000045195688,0.000039127153,0.000014367715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017962643,0.0007775445,0.0005390481,0.0012823555,0.0011377974,0.0030773368,0.00091752893,0.0009446218,0.0870748],"category_scores_gemma":[0.0006553771,0.00059575617,0.00039521843,0.0009480426,0.0015804817,0.0022205282,0.0016949269,0.0018754783,0.024746263],"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":[0.00001949426,0.000013417479,0.00003750915,0.000118705124,0.0000047035146,0.000049146034,0.00011130056,0.0022630158,0.003584865,0.92387384,0.02066582,0.04925813],"study_design_scores_gemma":[0.000008897962,0.000025211482,0.00019084416,0.00009408655,0.0000067282413,0.00024303765,0.00014386149,0.003430135,0.0049968013,0.25851372,0.73233336,0.000013203154],"about_ca_topic_score_codex":0.0009630765,"about_ca_topic_score_gemma":0.0015964988,"teacher_disagreement_score":0.0870748,"about_ca_system_score_codex":0.0007074502,"about_ca_system_score_gemma":0.00048997643,"threshold_uncertainty_score":0.29129422},"labels":[],"label_agreement":null},{"id":"W4393483926","doi":"10.5281/zenodo.10388276","title":"Gaston Simple Stamped Cup (619p1385)","year":2016,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovations in Concrete and Construction Materials","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":"Simple (philosophy); Computer science; Computer graphics (images); Philosophy; Epistemology","score_opus":0.02243605579288228,"score_gpt":0.2336092232878635,"score_spread":0.21117316749498122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393483926","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00011498642,0.000041254378,0.00009062044,0.000022235594,0.000012132258,0.000009691285,0.9978275,0.000682394,0.001199199],"genre_scores_gemma":[0.00032326637,0.000042796375,0.0002897697,0.000016246522,0.0000039782426,0.000044888173,0.99800235,0.00016778549,0.0011088945],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99940646,0.00007082865,0.00005794013,0.00019857795,0.00014187707,0.00012434539],"domain_scores_gemma":[0.99874276,0.00016995422,0.00015566038,0.00040292338,0.00038796535,0.00014078268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005762854,0.002375773,0.0011643886,0.004042735,0.00065028085,0.0020529951,0.0025740955,0.0014549438,0.1463508],"category_scores_gemma":[0.0028111448,0.00078120234,0.0008778036,0.0066167875,0.00033391514,0.0017545293,0.002522667,0.001243689,0.2652272],"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":[0.000032904412,0.00000843157,0.0005219968,0.00027463253,0.000006987438,0.000013395559,0.000018055116,0.0000867087,0.00006943381,0.00026173322,0.9965114,0.0021943685],"study_design_scores_gemma":[0.000058983664,0.0000056034446,0.0024243281,0.00012814571,0.0000071840573,0.000031492684,0.00007475101,0.00014615871,0.00023457617,0.00045290016,0.9964233,0.000012560791],"about_ca_topic_score_codex":0.035282295,"about_ca_topic_score_gemma":0.07199429,"teacher_disagreement_score":0.1463508,"about_ca_system_score_codex":0.0011150085,"about_ca_system_score_gemma":0.0017073066,"threshold_uncertainty_score":0.4895922},"labels":[],"label_agreement":null},{"id":"W4393487608","doi":"10.5281/zenodo.5654713","title":"New binder solutions: KROL 19007 and NARY 19007","year":2021,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovations in Concrete and Construction Materials","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":"AkzoNobel (Canada)","funders":"European Commission","keywords":"Computer science","score_opus":0.02937297967219185,"score_gpt":0.22608760427194735,"score_spread":0.1967146245997555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393487608","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0001872491,0.00015499617,0.000092572314,0.00003829797,0.00002068686,0.000009410865,0.9985905,0.00048951746,0.00041667972],"genre_scores_gemma":[0.00038731433,0.00007829148,0.00035667422,0.00003803814,0.0000051930692,0.00006036998,0.99870455,0.00010275118,0.0002668268],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980963,0.00028149842,0.00024282307,0.0006209027,0.00052560295,0.00023290192],"domain_scores_gemma":[0.9978027,0.00068070274,0.0002597444,0.00059131545,0.000521491,0.00014407022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014339008,0.0044843405,0.0025064168,0.004292767,0.00081267365,0.0025471773,0.0051825987,0.0052890275,0.040617093],"category_scores_gemma":[0.006184652,0.0011942283,0.003354759,0.007915118,0.0006360093,0.0016530118,0.0015833041,0.0023855576,0.07953182],"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":[0.00019705668,0.00006757635,0.0011548065,0.002547602,0.00013756118,0.00004386295,0.00002006875,0.0024113192,0.00020927201,0.0007461062,0.9893517,0.0031131194],"study_design_scores_gemma":[0.0011682113,0.00005683249,0.004773626,0.0007522239,0.00015755714,0.00008113171,0.00006948371,0.0025751363,0.00076419144,0.0026744856,0.98684627,0.00008073698],"about_ca_topic_score_codex":0.033162113,"about_ca_topic_score_gemma":0.057187404,"teacher_disagreement_score":0.040617093,"about_ca_system_score_codex":0.0022686224,"about_ca_system_score_gemma":0.0030218028,"threshold_uncertainty_score":0.13587767},"labels":[],"label_agreement":null},{"id":"W4393613903","doi":"10.5281/zenodo.10388275","title":"Gaston Simple Stamped Cup (619p1385)","year":2016,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovations in Concrete and Construction Materials","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":"Simple (philosophy); Computer science; Computer graphics (images); Philosophy; Epistemology","score_opus":0.02243605579288228,"score_gpt":0.2336092232878635,"score_spread":0.21117316749498122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393613903","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00011498642,0.000041254378,0.00009062044,0.000022235594,0.000012132258,0.000009691285,0.9978275,0.000682394,0.001199199],"genre_scores_gemma":[0.00032326637,0.000042796375,0.0002897697,0.000016246522,0.0000039782426,0.000044888173,0.99800235,0.00016778549,0.0011088945],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99940646,0.00007082865,0.00005794013,0.00019857795,0.00014187707,0.00012434539],"domain_scores_gemma":[0.99874276,0.00016995422,0.00015566038,0.00040292338,0.00038796535,0.00014078268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005762854,0.002375773,0.0011643886,0.004042735,0.00065028085,0.0020529951,0.0025740955,0.0014549438,0.1463508],"category_scores_gemma":[0.0028111448,0.00078120234,0.0008778036,0.0066167875,0.00033391514,0.0017545293,0.002522667,0.001243689,0.2652272],"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":[0.000032904412,0.00000843157,0.0005219968,0.00027463253,0.000006987438,0.000013395559,0.000018055116,0.0000867087,0.00006943381,0.00026173322,0.9965114,0.0021943685],"study_design_scores_gemma":[0.000058983664,0.0000056034446,0.0024243281,0.00012814571,0.0000071840573,0.000031492684,0.00007475101,0.00014615871,0.00023457617,0.00045290016,0.9964233,0.000012560791],"about_ca_topic_score_codex":0.035282295,"about_ca_topic_score_gemma":0.07199429,"teacher_disagreement_score":0.1463508,"about_ca_system_score_codex":0.0011150085,"about_ca_system_score_gemma":0.0017073066,"threshold_uncertainty_score":0.4895922},"labels":[],"label_agreement":null},{"id":"W4393679700","doi":"10.5281/zenodo.10226876","title":"Coffin Pedestal Fragment - AA21990.A.10","year":2017,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovations in Concrete and Construction Materials","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":"Pedestal; Coffin; Fragment (logic); Computer science; Geography; Archaeology; Algorithm","score_opus":0.028857695601653303,"score_gpt":0.25294547794282424,"score_spread":0.22408778234117094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393679700","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0004658288,0.00007496849,0.000039073824,0.00002179763,0.000016559407,0.00000806934,0.9983126,0.00026808438,0.000792964],"genre_scores_gemma":[0.00066607015,0.000039188708,0.00014223935,0.000008923137,0.000004357699,0.00002585975,0.9984816,0.000042794924,0.00058906723],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994342,0.000043222142,0.000054164444,0.00020131154,0.00014028435,0.0001268136],"domain_scores_gemma":[0.99913436,0.000111302776,0.00011434686,0.00021402468,0.0003202808,0.00010566051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034852567,0.0022818204,0.0009243429,0.0038268531,0.0009754016,0.0016428118,0.0014405382,0.0014389539,0.05061751],"category_scores_gemma":[0.001725616,0.00049974985,0.0008381224,0.005694227,0.00043786544,0.0010207677,0.0013448123,0.0010854588,0.08721679],"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":[0.000106111656,0.00003160279,0.0028336488,0.00058680866,0.000028209342,0.000058635862,0.000057318874,0.00026125368,0.00037188563,0.00028171798,0.991076,0.004306805],"study_design_scores_gemma":[0.000091934584,0.000015021655,0.021132007,0.0002630738,0.000022236654,0.00010389318,0.00029147152,0.0002861353,0.0006027835,0.0003906566,0.9767721,0.000028599548],"about_ca_topic_score_codex":0.062291663,"about_ca_topic_score_gemma":0.14287172,"teacher_disagreement_score":0.062291663,"about_ca_system_score_codex":0.0012591676,"about_ca_system_score_gemma":0.0016211972,"threshold_uncertainty_score":0.16933244},"labels":[],"label_agreement":null},{"id":"W4393777044","doi":"10.5281/zenodo.10226875","title":"Coffin Pedestal Fragment - AA21990.A.10","year":2017,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovations in Concrete and Construction Materials","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":"Pedestal; Coffin; Fragment (logic); Geography; Computer science; Archaeology; Algorithm","score_opus":0.028857695601653303,"score_gpt":0.25294547794282424,"score_spread":0.22408778234117094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393777044","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0004658288,0.00007496849,0.000039073824,0.00002179763,0.000016559407,0.00000806934,0.9983126,0.00026808438,0.000792964],"genre_scores_gemma":[0.00066607015,0.000039188708,0.00014223935,0.000008923137,0.000004357699,0.00002585975,0.9984816,0.000042794924,0.00058906723],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994342,0.000043222142,0.000054164444,0.00020131154,0.00014028435,0.0001268136],"domain_scores_gemma":[0.99913436,0.000111302776,0.00011434686,0.00021402468,0.0003202808,0.00010566051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034852567,0.0022818204,0.0009243429,0.0038268531,0.0009754016,0.0016428118,0.0014405382,0.0014389539,0.05061751],"category_scores_gemma":[0.001725616,0.00049974985,0.0008381224,0.005694227,0.00043786544,0.0010207677,0.0013448123,0.0010854588,0.08721679],"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":[0.000106111656,0.00003160279,0.0028336488,0.00058680866,0.000028209342,0.000058635862,0.000057318874,0.00026125368,0.00037188563,0.00028171798,0.991076,0.004306805],"study_design_scores_gemma":[0.000091934584,0.000015021655,0.021132007,0.0002630738,0.000022236654,0.00010389318,0.00029147152,0.0002861353,0.0006027835,0.0003906566,0.9767721,0.000028599548],"about_ca_topic_score_codex":0.062291663,"about_ca_topic_score_gemma":0.14287172,"teacher_disagreement_score":0.062291663,"about_ca_system_score_codex":0.0012591676,"about_ca_system_score_gemma":0.0016211972,"threshold_uncertainty_score":0.16933244},"labels":[],"label_agreement":null},{"id":"W4394607015","doi":"10.1139/cjce-2023-0456","title":"Rapid, graded sand preparation method using grain size distribution results for cement mortar testing","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Kasetsart University Research and Development Institute","keywords":"Cement; Grain size; Mortar; Particle-size distribution; Materials science; Sieve analysis; Geotechnical engineering; Distribution (mathematics); Composite material; Particle size; Geology; Mathematics","score_opus":0.029295245088253655,"score_gpt":0.2630998101519027,"score_spread":0.23380456506364905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394607015","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2529472,0.0010142137,0.72554654,0.00016856304,0.00025796331,0.0007489777,0.0015075622,0.0049256505,0.01288334],"genre_scores_gemma":[0.55833805,0.00066140096,0.4290166,0.0001065661,0.00003888519,0.000448011,0.0010366115,0.00057333097,0.0097805895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99839264,0.00007043263,0.00009873387,0.00023331659,0.0011558345,0.00004907747],"domain_scores_gemma":[0.99865305,0.00027602472,0.00017386761,0.00017882853,0.0006742283,0.000044030767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010119143,0.00063118304,0.00032679294,0.002134306,0.00039138828,0.0005429364,0.0006459721,0.00028362987,0.0041663037],"category_scores_gemma":[0.0016277884,0.00033002495,0.00029962236,0.00081250054,0.00044131852,0.0004947093,0.0004800448,0.0005723665,0.0015256425],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008264325,0.00009781184,0.00526045,0.0002167031,0.000021362508,0.000120239274,0.00019559932,0.001383541,0.909874,0.0010531169,0.0011724202,0.08052211],"study_design_scores_gemma":[0.000018030925,0.00030777138,0.019367648,0.0000307074,0.000057072015,0.00032103146,0.00015774163,0.011403604,0.9541082,0.0005941848,0.01357314,0.000060855135],"about_ca_topic_score_codex":0.0019781045,"about_ca_topic_score_gemma":0.012550597,"teacher_disagreement_score":0.0041663037,"about_ca_system_score_codex":0.00040123673,"about_ca_system_score_gemma":0.00064783526,"threshold_uncertainty_score":0.013937652},"labels":[],"label_agreement":null},{"id":"W4394766059","doi":"10.14359/51740262","title":"Print Geometry Alterations and Layer Staggering to Enhance Mechanical Properties of Plain and Fiber- Reinforced Three-Dimensional-Printed Concrete","year":2024,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","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":"Materials science; Composite material; Layer (electronics); Fiber; Geotechnical engineering; Structural engineering; Geology; Engineering","score_opus":0.015637777677851402,"score_gpt":0.24664434820419495,"score_spread":0.23100657052634355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394766059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9773537,0.0003125295,0.017506521,0.000045532983,0.0000764201,0.000025339417,0.000151017,0.00047193066,0.004057142],"genre_scores_gemma":[0.99129874,0.00007937054,0.005235457,0.000020691798,0.000004961936,0.000008639496,0.00006769203,0.00004403049,0.003240448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998254,0.000013586455,0.000016102664,0.000024042121,0.00010156826,0.000019364463],"domain_scores_gemma":[0.99952674,0.00010898311,0.00011369787,0.000078470504,0.00012314827,0.00004899612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019864601,0.00032117282,0.000108052656,0.0005812448,0.00014990628,0.00029574952,0.00031680218,0.00030032446,0.0032706049],"category_scores_gemma":[0.000518259,0.00019297474,0.00024561712,0.00028629453,0.00016953179,0.0003523558,0.0002312856,0.00037892026,0.00052853633],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023403432,0.00013092812,0.0016203054,0.000118195196,0.000017884757,0.00023700448,0.00012215231,0.01625388,0.9481488,0.00031429692,0.00037951235,0.03242292],"study_design_scores_gemma":[0.000023806484,0.0006711502,0.019699452,0.000018351893,0.00005253312,0.0002791007,0.00011601453,0.028013924,0.9467062,0.0001631536,0.0042133364,0.00004312039],"about_ca_topic_score_codex":0.00058563316,"about_ca_topic_score_gemma":0.0027641265,"teacher_disagreement_score":0.0032706049,"about_ca_system_score_codex":0.0001392226,"about_ca_system_score_gemma":0.000112225534,"threshold_uncertainty_score":0.010941207},"labels":[],"label_agreement":null},{"id":"W4395702620","doi":"10.1061/jmcee7.mteng-17318","title":"Strength, Microstructure, and Life Cycle Assessment of Silicomanganese Fume, Silica Fume, and Portland Cement Composites Designed Using Taguchi Method","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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 Windsor","funders":"","keywords":"Silica fume; Portland cement; Materials science; Composite material; Microstructure; Taguchi methods; Cement","score_opus":0.008984847185131642,"score_gpt":0.26408222369716067,"score_spread":0.255097376512029,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395702620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98481303,0.0012840603,0.012812463,0.000019717041,0.000014287521,0.00006250861,0.00026913593,0.000038878086,0.0006858877],"genre_scores_gemma":[0.9758,0.0009608322,0.021232,0.000016065243,0.000005671446,0.00010415446,0.0003092609,0.00001856261,0.0015533429],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996141,0.000053409225,0.000048683385,0.00005730979,0.00018868338,0.00003773779],"domain_scores_gemma":[0.9994072,0.00013344038,0.00016847832,0.00003359113,0.00021269544,0.000044722765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008223919,0.0005157814,0.00040161368,0.0006749398,0.0001602627,0.00018559505,0.0002837267,0.00023465899,0.00046868512],"category_scores_gemma":[0.00044350946,0.0003311681,0.0005956747,0.00047753486,0.00016964175,0.00019388345,0.0001441144,0.00027175585,0.00011461204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007647343,0.00003313752,0.0013606579,0.000079243524,0.00001194467,0.000024926594,0.00004313856,0.0014412346,0.99367803,0.000036295558,0.000012961998,0.0032019329],"study_design_scores_gemma":[0.000004976294,0.0009885242,0.01118974,0.000007474392,0.0000531527,0.0000447676,0.00004318849,0.0050037242,0.98213506,0.0000309191,0.0004811103,0.000017264994],"about_ca_topic_score_codex":0.0015114825,"about_ca_topic_score_gemma":0.006964429,"teacher_disagreement_score":0.0015114825,"about_ca_system_score_codex":0.0003570884,"about_ca_system_score_gemma":0.00026505662,"threshold_uncertainty_score":0.0043492913},"labels":[],"label_agreement":null},{"id":"W4396701190","doi":"10.11159/icsect24.122","title":"Significance of 3D Printing Risks in Construction Projects","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Computer science; 3D printing; Construction engineering; Risk analysis (engineering); Engineering; Business; Mechanical engineering","score_opus":0.009481614614982405,"score_gpt":0.2087274691613412,"score_spread":0.1992458545463588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396701190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96451414,0.002240198,0.010311211,0.0023213373,0.00005099547,0.00010473475,0.00015874962,0.00005669036,0.020241804],"genre_scores_gemma":[0.9960509,0.0007659816,0.002380389,0.000049880557,0.000018925051,0.000017419019,0.000038088237,0.000006425741,0.0006720166],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9866251,0.0045547015,0.0012204618,0.000398281,0.006646914,0.0005546091],"domain_scores_gemma":[0.95307404,0.020931972,0.017368348,0.0011272166,0.006201681,0.0012966866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005740601,0.0005244758,0.0002641376,0.0037160658,0.0018407529,0.0032167686,0.00062675274,0.0010347579,0.0023475864],"category_scores_gemma":[0.027333194,0.00035976563,0.000598723,0.0023801755,0.0015314193,0.0020269395,0.0028001773,0.0009412191,0.00027866257],"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":[0.00033999913,0.00023258456,0.71722144,0.0016363346,0.00016012491,0.0054107816,0.029101873,0.011083023,0.00592438,0.009343274,0.0016296769,0.2179165],"study_design_scores_gemma":[0.000010888268,0.00067232404,0.82444,0.0017738312,0.00022962931,0.009592992,0.1030432,0.011562367,0.0053805704,0.011368127,0.031677913,0.0002481422],"about_ca_topic_score_codex":0.0021701015,"about_ca_topic_score_gemma":0.0032858928,"teacher_disagreement_score":0.005740601,"about_ca_system_score_codex":0.0016200183,"about_ca_system_score_gemma":0.0024795402,"threshold_uncertainty_score":0.030359566},"labels":[],"label_agreement":null},{"id":"W4396807315","doi":"10.5267/j.esm.2024.1.007","title":"Restoration of tensile properties in cracked aluminum specimens via composite patching","year":2024,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovations in Concrete and Construction Materials","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; Composite number; Ultimate tensile strength; Composite material; Aluminium; Structural engineering; Engineering","score_opus":0.01003226054270355,"score_gpt":0.20615278449212218,"score_spread":0.19612052394941865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396807315","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99791867,0.00013718383,0.001692139,0.0000069529106,0.000007976137,0.000006480609,0.000019507994,0.000047033474,0.00016419709],"genre_scores_gemma":[0.9976586,0.00005477321,0.0017615748,0.000006609623,0.0000020075868,0.0000035262215,0.000022676151,0.000013156507,0.0004770773],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986553,0.000012813735,0.000008737409,0.000033046475,0.000054035223,0.0000259317],"domain_scores_gemma":[0.9995741,0.000059067115,0.000113273585,0.00007925127,0.00011872181,0.000055524626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019607118,0.00028655422,0.0002377717,0.0002593446,0.0001285562,0.00014838233,0.00022496439,0.0002657477,0.0009416281],"category_scores_gemma":[0.00042126435,0.00020724346,0.0001478317,0.00009179384,0.00027504694,0.0002704882,0.00019064423,0.00023136809,0.00016511299],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058122543,0.000010344674,0.00040337865,0.00002198872,0.0000037055047,0.000050962815,0.000023243418,0.000174065,0.99783415,0.000007702876,0.000008042738,0.0014042777],"study_design_scores_gemma":[0.000006609631,0.0010431814,0.013244071,0.0000050453755,0.00001521453,0.00025602782,0.00006736656,0.0020901596,0.9828194,0.000013051187,0.0004338801,0.000006005169],"about_ca_topic_score_codex":0.0004013178,"about_ca_topic_score_gemma":0.0009884655,"teacher_disagreement_score":0.0009416281,"about_ca_system_score_codex":0.00009299577,"about_ca_system_score_gemma":0.0000649268,"threshold_uncertainty_score":0.0031501055},"labels":[],"label_agreement":null},{"id":"W4396809714","doi":"10.1016/j.cemconcomp.2024.105584","title":"Rheology modification of flowable mortar with CO2","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CarbonCure Technologies (Canada)","funders":"","keywords":"Materials science; Rheology; Mortar; Composite material","score_opus":0.009978026815809395,"score_gpt":0.2130037435998814,"score_spread":0.203025716784072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396809714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99793196,0.0001935296,0.00070468354,0.000016097909,0.000023392695,0.000008669317,0.000032918462,0.00004703446,0.0010417278],"genre_scores_gemma":[0.9977118,0.0000962383,0.0003108762,0.000012502231,0.0000056170616,0.0000034244615,0.000038952596,0.000018945762,0.0018017608],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998996,0.000008254065,0.0000054566026,0.00002268101,0.000029973162,0.000034067656],"domain_scores_gemma":[0.9999095,0.000013898599,0.000027347107,0.000012434908,0.000019471689,0.00001744143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010925158,0.00029869538,0.0001838098,0.00020436344,0.00016847628,0.00023863635,0.0002090728,0.00022240214,0.0017921993],"category_scores_gemma":[0.00019756932,0.0001619678,0.0002333618,0.00013422214,0.00018467307,0.00028224548,0.00013270618,0.00029356813,0.00031221134],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000093659466,0.000023422996,0.00007448677,0.0000178809,0.0000031636941,0.00003107734,0.000015404468,0.000094040566,0.998914,0.000039979896,0.000021396145,0.0006712779],"study_design_scores_gemma":[0.0000043286745,0.00011189444,0.0011059579,8.8661017e-7,0.0000044125936,0.00001696496,0.0000072662547,0.00045566677,0.99789196,0.000004720646,0.00039260276,0.0000034954526],"about_ca_topic_score_codex":0.0010395348,"about_ca_topic_score_gemma":0.0018524042,"teacher_disagreement_score":0.0017921993,"about_ca_system_score_codex":0.00016753258,"about_ca_system_score_gemma":0.00014556551,"threshold_uncertainty_score":0.0059954524},"labels":[],"label_agreement":null},{"id":"W4396814449","doi":"10.1016/j.jobe.2024.109574","title":"Combined application of CDWs as precursors and aggregates in geopolymer composites: A comprehensive rheological analysis","year":2024,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Rheology; Geopolymer; Composite material; Materials science; Composite number; Compressive strength","score_opus":0.004514447909377019,"score_gpt":0.22876380297718307,"score_spread":0.22424935506780605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396814449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99656785,0.00073277496,0.0016254369,0.000012832739,0.000009727189,0.000016298833,0.00011936502,0.00002447412,0.00089120714],"genre_scores_gemma":[0.99639857,0.00049069425,0.001663445,0.000011563224,0.000004598226,0.000017055798,0.000121624114,0.0000105113795,0.0012818765],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998808,0.000009120931,0.0000068692248,0.000027407468,0.00005511832,0.000020635589],"domain_scores_gemma":[0.9999294,0.00002015582,0.000010992557,0.00000622755,0.000025076812,0.000008138616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017808544,0.00023021459,0.0002140877,0.00033209793,0.00013726024,0.00022112082,0.0001225607,0.00022143414,0.0007166427],"category_scores_gemma":[0.00017688052,0.00014772023,0.00023149609,0.0003073713,0.00016087038,0.00024087496,0.0001427115,0.00034991896,0.00014273137],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005846954,0.000016878474,0.000248816,0.000042736785,0.0000063065854,0.000019978243,0.000015747117,0.00016050115,0.9975606,0.00003828548,0.00002522466,0.0018063667],"study_design_scores_gemma":[0.0000024584888,0.00012419015,0.0027867395,0.0000038812177,0.00002628936,0.000023366883,0.00002163884,0.0013974371,0.9949285,0.000011992081,0.0006691508,0.000004319105],"about_ca_topic_score_codex":0.00076976116,"about_ca_topic_score_gemma":0.0026378152,"teacher_disagreement_score":0.00076976116,"about_ca_system_score_codex":0.00013073227,"about_ca_system_score_gemma":0.00022003644,"threshold_uncertainty_score":0.0023974776},"labels":[],"label_agreement":null},{"id":"W4397029160","doi":"10.2139/ssrn.4833116","title":"Synergistic Effects of Superplasticizers and Biopolymer-Based Viscosity-Modifying Admixtures on the Rheology of Cement-Based Systems","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Superplasticizer; Rheology; Biopolymer; Cement; Viscosity; Materials science; Chemical engineering; Composite material; Polymer; Engineering","score_opus":0.006483370971824587,"score_gpt":0.2155031309574605,"score_spread":0.2090197599856359,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4397029160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99635243,0.0013035043,0.001026042,0.00002537895,0.000027291122,0.000017916213,0.00004630168,0.000032791537,0.0011684396],"genre_scores_gemma":[0.99688256,0.0010119226,0.0013552628,0.00002280878,0.000017148392,0.000014598105,0.00003464741,0.000020519223,0.0006405775],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997663,0.000051864263,0.000022569033,0.000051639356,0.000048226902,0.000059402988],"domain_scores_gemma":[0.99969363,0.00012303524,0.00007753521,0.000027651095,0.00003002709,0.000048135178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003636993,0.00058319286,0.00042186736,0.00031194178,0.00015603799,0.00037214425,0.0002457994,0.00024919238,0.0020341566],"category_scores_gemma":[0.00056528783,0.00022106728,0.0003241298,0.0002602745,0.00026207586,0.0004124712,0.00034960354,0.0005630919,0.00027106103],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005013292,0.00006217119,0.00013047105,0.000117682175,0.000026225456,0.00005069911,0.000045259192,0.000663612,0.99458694,0.000116166244,0.000030604697,0.0036689646],"study_design_scores_gemma":[0.000010954341,0.00024351187,0.00031827824,0.0000037764657,0.000028558083,0.000014022926,0.000006220944,0.00055791374,0.9984573,0.00000911468,0.00034615264,0.000004159155],"about_ca_topic_score_codex":0.00027232358,"about_ca_topic_score_gemma":0.0005961024,"teacher_disagreement_score":0.0020341566,"about_ca_system_score_codex":0.00015933796,"about_ca_system_score_gemma":0.00023739092,"threshold_uncertainty_score":0.006804943},"labels":[],"label_agreement":null},{"id":"W4397034311","doi":"10.47982/a82n7r50","title":"AM Perspectives: Research in additive manufacturing for architecture and construction","year":2024,"lang":"en","type":"book","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Fundação para a Ciência e a Tecnologia; Bundesministerium für Wirtschaft und Energie; Ministério da Ciência, Tecnologia e Ensino Superior; Nederlandse Organisatie voor Wetenschappelijk Onderzoek; University of Waterloo; Deutsche Forschungsgemeinschaft; Deutscher Akademischer Austauschdienst","keywords":"Architecture; Manufacturing engineering; Computer science; Engineering; Art; Visual arts","score_opus":0.023942024475147993,"score_gpt":0.28769089697498895,"score_spread":0.26374887249984097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4397034311","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0032012565,0.27551642,0.017034579,0.049494747,0.028309738,0.000056242232,0.00013031483,0.00023199823,0.6260248],"genre_scores_gemma":[0.04774896,0.22639965,0.011848683,0.024325857,0.024451168,0.00021819242,0.00024654908,0.00045029385,0.66431063],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985538,0.00047707613,0.00003532051,0.00018458397,0.0006574553,0.0000917454],"domain_scores_gemma":[0.99928313,0.00037595083,0.00004806222,0.00005299949,0.000121875055,0.000118059135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00120543,0.0012776471,0.00050781755,0.0020234056,0.0020300122,0.005501836,0.00090003747,0.003040336,0.025498256],"category_scores_gemma":[0.0016762025,0.00036315032,0.00087485486,0.00213633,0.0041483925,0.005443074,0.0020446086,0.004412302,0.00907706],"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":[0.000039436243,0.000078750156,0.0003471101,0.0010889854,0.000021952923,0.00027380337,0.0031592334,0.00057879416,0.002029222,0.5243122,0.3403729,0.12769759],"study_design_scores_gemma":[0.000002017438,0.000027436565,0.00023907708,0.00037670185,0.00000354945,0.00026403298,0.00042027538,0.00017352783,0.00025640472,0.032104943,0.9661266,0.000005324759],"about_ca_topic_score_codex":0.0007394193,"about_ca_topic_score_gemma":0.0017448706,"teacher_disagreement_score":0.025498256,"about_ca_system_score_codex":0.002440787,"about_ca_system_score_gemma":0.0012508805,"threshold_uncertainty_score":0.08530009},"labels":[],"label_agreement":null},{"id":"W4399656236","doi":"","title":"Modélisation de la microstructure de composites particulaires à haute teneur en fibres","year":2024,"lang":"fr","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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 du Québec à Trois-Rivières","funders":"","keywords":"Microstructure; Materials science; Composite material","score_opus":0.005741783782132021,"score_gpt":0.2170041374013943,"score_spread":0.21126235361926227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399656236","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9255631,0.0003388049,0.061688576,0.00027500835,0.00009737464,0.00005611692,0.0005448657,0.0008502707,0.010585827],"genre_scores_gemma":[0.98432183,0.00013841463,0.01169163,0.000027230255,0.000015930065,0.000043900007,0.00031308,0.000100391175,0.0033476048],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998078,0.000030571315,0.000007375786,0.00006081711,0.00005833517,0.000035140485],"domain_scores_gemma":[0.99915826,0.00051641156,0.00006698799,0.00007330451,0.00013702088,0.000048171427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040520684,0.0008057829,0.0006911133,0.000518259,0.00068614853,0.0013275443,0.0009165818,0.0027678485,0.0032838446],"category_scores_gemma":[0.0011614608,0.00065079203,0.0011248769,0.0004656849,0.0010291365,0.0007888746,0.00038465988,0.0009790433,0.00041257014],"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":[0.000040515908,0.00003940968,0.0006037392,0.00002222368,0.000012146719,0.00006764218,0.000024526284,0.9916688,0.0060207746,0.0003588886,0.0000643623,0.0010769949],"study_design_scores_gemma":[0.000007075925,0.000018858214,0.0005526054,0.0000023204705,0.0000039443594,0.00001175581,0.000008936434,0.9976311,0.0015006001,0.00012518968,0.0001333344,0.00000435943],"about_ca_topic_score_codex":0.035483442,"about_ca_topic_score_gemma":0.026485937,"teacher_disagreement_score":0.035483442,"about_ca_system_score_codex":0.0012094087,"about_ca_system_score_gemma":0.001333751,"threshold_uncertainty_score":0.07055384},"labels":[],"label_agreement":null},{"id":"W4399802978","doi":"10.5267/j.esm.2024.4.001","title":"Improving mechanical properties of concrete by using fibrous materials","year":2024,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovations in Concrete and Construction Materials","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":"Materials science; Composite material; Structural engineering; Engineering","score_opus":0.010913254564457124,"score_gpt":0.20638847000202093,"score_spread":0.1954752154375638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399802978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937152,0.0014979964,0.0033225869,0.000029370014,0.000018329329,0.00001612063,0.0000785807,0.000037258982,0.0012844773],"genre_scores_gemma":[0.99437076,0.00071746076,0.0037426043,0.000016689495,0.000007985478,0.000010148403,0.0000897415,0.000008799302,0.0010359113],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986887,0.000013673643,0.0000104438,0.00001728359,0.00006969459,0.000019909743],"domain_scores_gemma":[0.99982375,0.000021828191,0.000076557866,0.000010999533,0.000042926033,0.000024007208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000217397,0.0003924978,0.00015341604,0.00040900992,0.0001439102,0.00019075316,0.00012658823,0.00021732695,0.00090139266],"category_scores_gemma":[0.0002608551,0.00012317309,0.0002491646,0.00025832394,0.00013622988,0.0002586532,0.00016096873,0.00022876718,0.00024013314],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028659075,0.000022315879,0.0007737914,0.00006506178,0.0000040933096,0.00003706727,0.000012630532,0.00030799187,0.99441457,0.00003206379,0.000013607278,0.0042880303],"study_design_scores_gemma":[0.0000047171657,0.00094165205,0.021284904,0.000019859874,0.00002614757,0.0001895396,0.000042195432,0.0012441701,0.9736485,0.00005608254,0.0025284386,0.000013770684],"about_ca_topic_score_codex":0.00052297773,"about_ca_topic_score_gemma":0.0019964827,"teacher_disagreement_score":0.00090139266,"about_ca_system_score_codex":0.0001583358,"about_ca_system_score_gemma":0.00015253137,"threshold_uncertainty_score":0.0030154586},"labels":[],"label_agreement":null},{"id":"W4399892153","doi":"10.1016/b978-0-443-18602-8.00011-5","title":"Manufacturing processes for braided composite materials","year":2024,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Innovations in Concrete and Construction Materials","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 British Columbia; University of Ottawa; University of Alberta","funders":"","keywords":"Composite number; Materials science; Composite material","score_opus":0.013170768145865474,"score_gpt":0.22539349218618449,"score_spread":0.212222724040319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399892153","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027394287,0.03508737,0.41109803,0.00034578162,0.0018292526,0.00027049906,0.00052081514,0.0018581088,0.5215959],"genre_scores_gemma":[0.06256258,0.017344277,0.1826025,0.0002165484,0.00014114773,0.0001684425,0.0009815887,0.00054849824,0.73543453],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974483,0.00001121954,0.000009812547,0.000032036263,0.00018135297,0.000020714646],"domain_scores_gemma":[0.99993575,0.00002138456,0.0000054447555,0.000013398294,0.000020788071,0.0000032377648],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015370024,0.0007974819,0.00040535734,0.00075988815,0.0004904327,0.0010677757,0.00089343206,0.0005818451,0.025238447],"category_scores_gemma":[0.00017244786,0.00062192016,0.0004811298,0.00081714836,0.00034027052,0.00092061755,0.0005424326,0.0013183043,0.010288908],"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":[0.000057604444,0.00012634056,0.00009950992,0.001232799,0.000014659429,0.00047113316,0.00039208247,0.00790889,0.38308945,0.06856818,0.014802885,0.5232366],"study_design_scores_gemma":[0.000015811373,0.0001534157,0.0010429412,0.00031122,0.000017523505,0.0012726975,0.00012821921,0.008356095,0.20517826,0.025987366,0.7575049,0.00003157093],"about_ca_topic_score_codex":0.00051800074,"about_ca_topic_score_gemma":0.0016517423,"teacher_disagreement_score":0.025238447,"about_ca_system_score_codex":0.00041541518,"about_ca_system_score_gemma":0.00035916522,"threshold_uncertainty_score":0.08443105},"labels":[],"label_agreement":null},{"id":"W4399917693","doi":"10.1177/10812865241257534","title":"A partially debonded rigid elliptical inclusion with a liquid slit inclusion occupying the debonded portion","year":2024,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Solids","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Composite material; Materials science; Inclusion (mineral); Slit; Geometry; Mathematics; Physics; Optics; Chemistry; Mineralogy","score_opus":0.01096870641526358,"score_gpt":0.23290702288526774,"score_spread":0.22193831647000417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399917693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5661844,0.00030451283,0.40138397,0.0003480325,0.00007752074,0.000040220602,0.00015846899,0.00016247763,0.0313404],"genre_scores_gemma":[0.958532,0.00012270313,0.03162396,0.00003715067,0.000012168341,0.000028951572,0.000071059694,0.000031699798,0.009540358],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999026,0.000008172917,0.0000046072337,0.000027473752,0.000041524145,0.000015644117],"domain_scores_gemma":[0.9999002,0.00002033184,0.00002457177,0.000017050244,0.000019902147,0.000017924416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012740503,0.00024426542,0.00042307997,0.00031915857,0.00046500334,0.0008552146,0.00068435754,0.000831529,0.0019315787],"category_scores_gemma":[0.00031916736,0.00024855314,0.00028525156,0.00019738179,0.00094346283,0.00072594744,0.0011097493,0.00035791693,0.00026116043],"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":[0.00014366898,0.00009460885,0.002867349,0.00023359807,0.000032213607,0.003182908,0.000601613,0.54687256,0.14800511,0.27774715,0.0007747481,0.019444456],"study_design_scores_gemma":[0.000016051941,0.000050462513,0.00067330315,0.000020531059,0.000013920868,0.0005265052,0.0002017146,0.9652132,0.017142363,0.012224415,0.0038943738,0.000023175806],"about_ca_topic_score_codex":0.0022351427,"about_ca_topic_score_gemma":0.0025913825,"teacher_disagreement_score":0.0022351427,"about_ca_system_score_codex":0.00045975778,"about_ca_system_score_gemma":0.00062146096,"threshold_uncertainty_score":0.006461799},"labels":[],"label_agreement":null},{"id":"W4399917883","doi":"10.18280/rcma.340309","title":"Hybrid Matrix Using Polyester Resin to Improve the Physical and Mechanical Properties of Recycled Expanded Polystyrene Matrix","year":2024,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Direction Générale de la Recherche Scientifique et du Développement Technologique","keywords":"Polystyrene; Matrix (chemical analysis); Materials science; Polyester; Composite material; Polymer","score_opus":0.04697624947805,"score_gpt":0.3018115636391791,"score_spread":0.2548353141611291,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399917883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9627672,0.0045120777,0.029414944,0.000088594075,0.00010255934,0.000058403235,0.0001660301,0.00026396615,0.0026260186],"genre_scores_gemma":[0.97139055,0.0019566864,0.021995148,0.000083319435,0.000025542678,0.000044291864,0.0001955731,0.00004475285,0.004264068],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998647,0.000015452117,0.000009375974,0.000027282218,0.00006207329,0.000021006643],"domain_scores_gemma":[0.99988115,0.000021449689,0.0000351973,0.000009328162,0.000031691518,0.000021214313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015612594,0.00048616456,0.00017422227,0.00033329753,0.00009651228,0.00023982882,0.00018000569,0.0003485466,0.0013353124],"category_scores_gemma":[0.00014861993,0.00015700751,0.00029828728,0.00017747603,0.00010059191,0.00036624025,0.0002101925,0.0003801209,0.0004602789],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013852299,0.0000109859775,0.000051021205,0.00006849474,0.000005589927,0.00006318666,0.0000084335215,0.00012151275,0.9977539,0.000038087124,0.000013533605,0.0018513582],"study_design_scores_gemma":[0.0000050961053,0.00022887836,0.0012578189,0.000009489758,0.000020405483,0.00024587003,0.000017813481,0.0009067115,0.99470276,0.000024251256,0.0025727293,0.000008182251],"about_ca_topic_score_codex":0.0001944711,"about_ca_topic_score_gemma":0.00078955217,"teacher_disagreement_score":0.0013353124,"about_ca_system_score_codex":0.0000918971,"about_ca_system_score_gemma":0.00009476486,"threshold_uncertainty_score":0.0044671297},"labels":[],"label_agreement":null},{"id":"W4400002639","doi":"10.18280/ijdne.190336","title":"Utilizing Spent Coffee Ground for Sustainable Ceramic Planters: A Material-Driven Innovation Approach","year":2024,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Innovations in Concrete and Construction Materials","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":"Universitas Pelita Harapan","keywords":"Ceramic; Agricultural engineering; Engineering; Materials science; Metallurgy","score_opus":0.014675968271474143,"score_gpt":0.255308201362308,"score_spread":0.24063223309083384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400002639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6459271,0.0006089133,0.10037365,0.0039033906,0.00014599564,0.0008830025,0.00010139563,0.0001304465,0.24792606],"genre_scores_gemma":[0.96108484,0.00030315315,0.020731954,0.00010839546,0.000010252859,0.00013095529,0.000022218144,0.00001566767,0.017592637],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994198,0.0001695711,0.000009279477,0.00009771539,0.00016175512,0.00014178414],"domain_scores_gemma":[0.99950993,0.00020605768,0.00004260863,0.0000579898,0.000095320785,0.00008809268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011683968,0.00039750437,0.00028136183,0.0009797441,0.0014848094,0.004261356,0.0016524493,0.0013167353,0.00710104],"category_scores_gemma":[0.0011655254,0.00020914456,0.0006901454,0.0006239839,0.0022038112,0.0022800996,0.0023823448,0.00078570825,0.00044879128],"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":[0.0004986968,0.00210936,0.01135073,0.00089079904,0.000119985,0.0019844961,0.011193597,0.024006328,0.052631598,0.6695824,0.0028625666,0.2227695],"study_design_scores_gemma":[0.00028262168,0.0037508714,0.0201078,0.0008363166,0.00036924396,0.0013766468,0.07575439,0.15318811,0.1082232,0.42022198,0.21560341,0.0002854453],"about_ca_topic_score_codex":0.0031016646,"about_ca_topic_score_gemma":0.009280733,"teacher_disagreement_score":0.00710104,"about_ca_system_score_codex":0.0029603282,"about_ca_system_score_gemma":0.0047831037,"threshold_uncertainty_score":0.023755312},"labels":[],"label_agreement":null},{"id":"W4400016048","doi":"10.2139/ssrn.4875429","title":"Model for Nonuniform Surface Erosion of Rings, Tubes, and Straws","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Discovery Centre","funders":"","keywords":"Erosion; Surface (topology); Geometry; Environmental science; Materials science; Mathematics; Hydrology (agriculture); Geology; Geotechnical engineering; Geomorphology","score_opus":0.013297289606677394,"score_gpt":0.2397927785719311,"score_spread":0.2264954889652537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400016048","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27303207,0.0016017418,0.6477304,0.0018040799,0.00051550625,0.000111305715,0.0011628836,0.00073401973,0.07330801],"genre_scores_gemma":[0.92773235,0.0005671667,0.019329157,0.00014735344,0.00010679048,0.000109543354,0.00040392327,0.00023230193,0.051371306],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997638,0.00004125339,0.000011289767,0.00007032632,0.000052597392,0.00006074094],"domain_scores_gemma":[0.9995378,0.00017014354,0.00005938194,0.000050942053,0.00010945053,0.000072221475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045636855,0.000785117,0.0013244969,0.0008236616,0.0006372125,0.0017297734,0.002541244,0.0034759722,0.0069070393],"category_scores_gemma":[0.0019773112,0.00071156764,0.0009761722,0.0007669079,0.001289757,0.00198628,0.0009532715,0.0012776058,0.0009302655],"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":[0.00004491426,0.000033489614,0.0005977396,0.000032528475,0.00001413867,0.00013395298,0.00003383052,0.94077444,0.0017538312,0.053399257,0.0009218076,0.0022600803],"study_design_scores_gemma":[0.0000104571545,0.000007028017,0.0001454724,0.0000035031826,0.000004346177,0.00003086712,0.000010754605,0.9944313,0.00014557845,0.0048276265,0.0003761226,0.000006777212],"about_ca_topic_score_codex":0.010290466,"about_ca_topic_score_gemma":0.0051735514,"teacher_disagreement_score":0.010290466,"about_ca_system_score_codex":0.0013456201,"about_ca_system_score_gemma":0.0008836191,"threshold_uncertainty_score":0.023106396},"labels":[],"label_agreement":null},{"id":"W4400232504","doi":"10.2139/ssrn.4881598","title":"Physical Properties and Hydration Behaviors of Unburned Brick Containing Coal Gasification Slag (Cgs): Effect of Curing Condition and Cgs Dosage","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"McMaster University","funders":"","keywords":"Curing (chemistry); Coal; Slag (welding); Brick; Materials science; Waste management; Environmental science; Metallurgy; Composite material; Engineering","score_opus":0.008499930445738855,"score_gpt":0.2386859549634131,"score_spread":0.23018602451767425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400232504","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99936527,0.00013396303,0.00015644952,0.0000060988464,0.0000034022717,0.0000023328655,0.00009029174,0.000006543962,0.00023566197],"genre_scores_gemma":[0.9991547,0.00007192674,0.00009651029,0.0000046829673,0.0000012026762,0.0000019358883,0.000075961805,0.0000042247407,0.00058886374],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999923,0.000007364096,0.0000050133117,0.000017953567,0.0000286152,0.0000181227],"domain_scores_gemma":[0.999876,0.000036947455,0.00003216446,0.0000068032473,0.000026571755,0.00002146382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012806532,0.00016136767,0.00014767602,0.00016116793,0.00010825283,0.000119372875,0.000112901325,0.0001871207,0.0021134748],"category_scores_gemma":[0.00025854004,0.00011452115,0.00017110838,0.00014494156,0.0002183986,0.00019710626,0.00012317415,0.0002893007,0.000199189],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006830808,0.00006033351,0.0020772112,0.000055385735,0.0000108249005,0.00007715008,0.00009937624,0.0009215555,0.9939237,0.0000441119,0.00006241717,0.0019848892],"study_design_scores_gemma":[0.000013891164,0.00068089075,0.042102456,0.000007962833,0.000030954685,0.0000726526,0.0001756856,0.004250396,0.9521141,0.000039770413,0.0004932984,0.00001793053],"about_ca_topic_score_codex":0.001777349,"about_ca_topic_score_gemma":0.0019330141,"teacher_disagreement_score":0.0021134748,"about_ca_system_score_codex":0.0000945549,"about_ca_system_score_gemma":0.00010763042,"threshold_uncertainty_score":0.0070702434},"labels":[],"label_agreement":null},{"id":"W4400235048","doi":"10.11159/iccste24.239","title":"Exploring the Role of Additive Manufacturing in Green Building Materials and Energy Technology","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Manufacturing engineering; Architectural engineering; Engineering physics; Process engineering; Materials science; Computer science; Engineering","score_opus":0.013372256415867506,"score_gpt":0.20507593049394626,"score_spread":0.19170367407807876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235048","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3171047,0.11606869,0.22719316,0.005501845,0.0009487569,0.00014251412,0.00018217477,0.0002669355,0.33259118],"genre_scores_gemma":[0.86917514,0.052399993,0.05916156,0.0006792227,0.00013434471,0.00008966116,0.000077079356,0.000052740754,0.018230261],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994411,0.00012079979,0.000022206546,0.0000620883,0.00028641277,0.0000673966],"domain_scores_gemma":[0.9995844,0.0002518268,0.000042903066,0.000049545335,0.000059629638,0.000011784692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000740149,0.0003645574,0.00035804595,0.0008208346,0.00074323954,0.0028129003,0.00047522015,0.0010952271,0.0029798085],"category_scores_gemma":[0.00081826956,0.00026965392,0.0005428378,0.0007486245,0.0009424108,0.0021875198,0.0011555303,0.00080724043,0.0007186479],"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":[0.00012267979,0.00021795828,0.003189211,0.0026866647,0.000055934586,0.000980775,0.0007447532,0.03643721,0.20061581,0.5003074,0.0015795202,0.2530621],"study_design_scores_gemma":[0.000014580255,0.0006417671,0.0041861525,0.0010111177,0.0001186042,0.0013556235,0.0013322158,0.05895638,0.45945656,0.17529929,0.2975129,0.000114831426],"about_ca_topic_score_codex":0.00077281357,"about_ca_topic_score_gemma":0.0015564493,"teacher_disagreement_score":0.0029798085,"about_ca_system_score_codex":0.000844006,"about_ca_system_score_gemma":0.0008717684,"threshold_uncertainty_score":0.00996846},"labels":[],"label_agreement":null},{"id":"W4400288823","doi":"10.1121/10.0027175","title":"Acoustic properties of natural fiber reinforced composite micro-perforated panel designed using 3D printing","year":2024,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Innovations in Concrete and Construction Materials","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; Composite number; Composite material; Fiber; 3D printing","score_opus":0.020707526272380514,"score_gpt":0.23035961763218507,"score_spread":0.20965209135980456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400288823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9856076,0.00045016938,0.012773393,0.000018662126,0.000025078456,0.000010011098,0.00008827684,0.00014865489,0.0008781951],"genre_scores_gemma":[0.9897169,0.00025404952,0.008386238,0.000016736085,0.0000063028733,0.000015033725,0.000076354176,0.000035298184,0.001493038],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999798,0.000014567928,0.000009251517,0.000035666297,0.00012176645,0.000020648351],"domain_scores_gemma":[0.9996582,0.00013650628,0.000081546845,0.00003611066,0.0000690298,0.000018646128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021252209,0.00026614958,0.00020368665,0.00027912043,0.00009435962,0.0002155113,0.00021934707,0.00041917874,0.0009811046],"category_scores_gemma":[0.00039087096,0.00020110194,0.00037415893,0.00020283084,0.00016878017,0.00031241082,0.00012440626,0.00027830174,0.00030202084],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040808023,0.000013175635,0.00037767825,0.00005864671,0.0000058115415,0.00006921899,0.0000405309,0.0012902647,0.993024,0.000029945611,0.000031662337,0.0050182478],"study_design_scores_gemma":[0.000003987223,0.000265895,0.006022009,0.0000044437775,0.000017818236,0.00021648922,0.00003945789,0.005567658,0.9870041,0.000021457035,0.0008179686,0.000018775943],"about_ca_topic_score_codex":0.00026833313,"about_ca_topic_score_gemma":0.0005067557,"teacher_disagreement_score":0.0009811046,"about_ca_system_score_codex":0.000104217106,"about_ca_system_score_gemma":0.000077670054,"threshold_uncertainty_score":0.0032820702},"labels":[],"label_agreement":null},{"id":"W4400380871","doi":"10.22260/icra2024/0005","title":"Design and Prototype of a Multi-Functional Robotic Cell for the Fabrication of Exterior Retrofit Panels","year":2024,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"BGC Engineering (Canada); University of Alberta","funders":"Alberta Innovates; Mitacs","keywords":"Fabrication; Computer science; Engineering","score_opus":0.0407723851215466,"score_gpt":0.24728562276360244,"score_spread":0.20651323764205584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400380871","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35526338,0.0007133365,0.60640377,0.0006908609,0.00066656613,0.0020845425,0.0009422482,0.0038200747,0.029415224],"genre_scores_gemma":[0.49202457,0.00033682818,0.49214745,0.00012319318,0.000030947598,0.00064599013,0.0004041248,0.00013821384,0.014148596],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935323,0.000036322697,0.000026443526,0.000077083765,0.00042905158,0.00007789578],"domain_scores_gemma":[0.9994425,0.00005647727,0.00006612586,0.00013920602,0.000202094,0.00009353697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008376078,0.00041147918,0.00039354086,0.00037357744,0.0005281873,0.0006565696,0.0020526121,0.0009222008,0.0041038617],"category_scores_gemma":[0.00055666344,0.0002904412,0.00053856,0.0001558545,0.00045031644,0.0005072586,0.0005078534,0.0006532967,0.0014424868],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016514836,0.00033868477,0.0019786928,0.0005223253,0.000036008012,0.0010792783,0.00032591546,0.023707002,0.88758785,0.005010315,0.0033209838,0.07592773],"study_design_scores_gemma":[0.00019141086,0.0031232054,0.0076779616,0.000097209835,0.000075031814,0.0023166935,0.00031834905,0.08917438,0.7731694,0.0007914218,0.12290199,0.00016299439],"about_ca_topic_score_codex":0.0012440011,"about_ca_topic_score_gemma":0.0017915409,"teacher_disagreement_score":0.0041038617,"about_ca_system_score_codex":0.00049205567,"about_ca_system_score_gemma":0.0012968143,"threshold_uncertainty_score":0.013728797},"labels":[],"label_agreement":null},{"id":"W4400391517","doi":"10.1016/j.compositesa.2024.108353","title":"Influence of Flow-Induced Polymorphism and Fiber Morphology on Mechanical Behavior in Long Discontinuous Glass Fiber Polyamide Composites","year":2024,"lang":"en","type":"article","venue":"Composites Part A Applied Science and Manufacturing","topic":"Innovations in Concrete and Construction Materials","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":"University of British Columbia","funders":"","keywords":"Polyamide; Composite material; Materials science; Crystallization; Glass fiber; Morphology (biology); Fiber; Chemistry; Geology","score_opus":0.009364990758427574,"score_gpt":0.23174323519476245,"score_spread":0.22237824443633486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400391517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996112,0.000051892082,0.00015787322,0.0000047803283,0.0000025435586,0.0000015930425,0.00001286762,0.0000057548546,0.00015156552],"genre_scores_gemma":[0.99969816,0.000029868828,0.000104143845,0.000004668672,0.0000019695012,0.0000022245508,0.000014170675,0.0000056687695,0.00013910784],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999155,0.000016795864,0.000005493448,0.000017189412,0.000017315577,0.000027758226],"domain_scores_gemma":[0.9996964,0.00013226204,0.000077376906,0.000014692767,0.000028235665,0.000051062503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018146793,0.00016666882,0.0001305041,0.00017467768,0.00017252879,0.00029738122,0.000115156625,0.00013937973,0.0011125379],"category_scores_gemma":[0.0003571228,0.00018988663,0.00013396717,0.00012449692,0.0003377541,0.00023369935,0.00011514575,0.0002799968,0.00010388591],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003860975,0.000035461886,0.00065646303,0.00001721387,0.00000624103,0.000044766035,0.00004925626,0.00032661154,0.99749327,0.00004723593,0.00001418426,0.0009232533],"study_design_scores_gemma":[0.000020397456,0.00027994785,0.013125448,0.000004141091,0.000015171017,0.00004051508,0.000063469546,0.003679826,0.98257464,0.000024161349,0.00016148132,0.000010840894],"about_ca_topic_score_codex":0.0012763398,"about_ca_topic_score_gemma":0.0019657996,"teacher_disagreement_score":0.0012763398,"about_ca_system_score_codex":0.00022116005,"about_ca_system_score_gemma":0.00019178024,"threshold_uncertainty_score":0.0037218332},"labels":[],"label_agreement":null},{"id":"W4400413116","doi":"10.3390/su16135781","title":"A Preliminary Study of 3D Printing Home Designs for Improving Efficiency and Sustainability of Indigenous Housing in Canada","year":2024,"lang":"en","type":"article","venue":"Sustainability","topic":"Innovations in Concrete and Construction Materials","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":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Sustainability; Indigenous; Architectural engineering; Business; Environmental planning; Engineering; Geography","score_opus":0.00816733135552654,"score_gpt":0.23943386065679326,"score_spread":0.2312665293012667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400413116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9822196,0.0001685569,0.004357292,0.00009238464,0.00000941583,0.00046991126,0.00013579354,0.000040241794,0.012506839],"genre_scores_gemma":[0.96904695,0.0002995928,0.021447454,0.000044010438,0.0000026677785,0.00015009548,0.00008274622,0.000027025084,0.008899493],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99855477,0.0002826847,0.00005226653,0.00012972658,0.000758985,0.00022156205],"domain_scores_gemma":[0.99845934,0.00037590862,0.00009399893,0.000107192194,0.0008448625,0.000118727236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018653034,0.00048117773,0.00025639383,0.0007235283,0.002486933,0.0016368732,0.0012174926,0.00041934635,0.0025213822],"category_scores_gemma":[0.003830396,0.00027719935,0.00044471683,0.0008725163,0.0014627144,0.0005039306,0.0007741978,0.00039741784,0.00020854498],"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":[0.0015049283,0.0042127944,0.11160838,0.0027661952,0.00014352014,0.004254948,0.14098069,0.036944542,0.10943549,0.016649194,0.0062884954,0.5652109],"study_design_scores_gemma":[0.0002426487,0.007739501,0.51174575,0.00089250156,0.0004329602,0.0017961693,0.1758199,0.05277131,0.09623678,0.002338769,0.14956163,0.00042201992],"about_ca_topic_score_codex":0.72550786,"about_ca_topic_score_gemma":0.9004748,"teacher_disagreement_score":0.27449214,"about_ca_system_score_codex":0.01611006,"about_ca_system_score_gemma":0.012966303,"threshold_uncertainty_score":0.55221736},"labels":[],"label_agreement":null},{"id":"W4400520492","doi":"10.1016/j.compositesb.2024.111724","title":"Quantitative characterization of bubble stability of foam concrete throughout extrusion process: From yield stress, viscosity and surface tension point of view","year":2024,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Surface tension; Bubble; Materials science; Extrusion; Viscosity; Yield surface; Composite material; Characterization (materials science); Maximum bubble pressure method; Yield (engineering); Tension (geology); Mechanics; Engineering; Structural engineering; Nanotechnology; Finite element method; Thermodynamics; Ultimate tensile strength; Constitutive equation; Physics","score_opus":0.019143524679423637,"score_gpt":0.24528376940069238,"score_spread":0.22614024472126876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400520492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864828,0.0013638819,0.010370951,0.000038200375,0.000020962323,0.000034119766,0.0006019075,0.00011219965,0.0009749563],"genre_scores_gemma":[0.9917772,0.00076891197,0.005380486,0.00003068121,0.000011836878,0.000078635196,0.00067862,0.0000537946,0.0012199344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959296,0.000027134807,0.000035843437,0.00008763484,0.00020440717,0.000052094132],"domain_scores_gemma":[0.99936587,0.0001790132,0.00016830048,0.000033818465,0.00020567326,0.000047357025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000479903,0.00041569961,0.0002886879,0.0004936916,0.00021472205,0.0002823362,0.00020177262,0.00041289785,0.0011750198],"category_scores_gemma":[0.0008025882,0.0001978319,0.00033551178,0.00044800265,0.00033237826,0.00045332743,0.00021888496,0.0007419417,0.0002417391],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037307957,0.000011653978,0.0011223556,0.00005165145,0.0000073395795,0.00006154404,0.00012138977,0.0001504585,0.9957599,0.00003862904,0.000030082661,0.0026077116],"study_design_scores_gemma":[0.0000031484287,0.00014402755,0.011730795,0.000007114764,0.000018804316,0.000093298,0.00006969454,0.0020145401,0.98532283,0.000027324964,0.0005526967,0.000015698457],"about_ca_topic_score_codex":0.0007614067,"about_ca_topic_score_gemma":0.0012518526,"teacher_disagreement_score":0.0011750198,"about_ca_system_score_codex":0.00018273998,"about_ca_system_score_gemma":0.00011274372,"threshold_uncertainty_score":0.003930807},"labels":[],"label_agreement":null},{"id":"W4400526202","doi":"10.17975/sfj-2024-008","title":"Proceedings from the 2023 indicium conference","year":2024,"lang":"en","type":"article","venue":"STEM Fellowship Journal","topic":"Innovations in Concrete and Construction Materials","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":"Environmental science; Environmental chemistry; Chemistry","score_opus":0.022201570381343773,"score_gpt":0.22152366424680883,"score_spread":0.19932209386546507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400526202","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010617749,0.015863007,0.003911866,0.074393146,0.33801967,0.0007450535,0.0051395358,0.0010796817,0.5502304],"genre_scores_gemma":[0.0271357,0.0066504986,0.0037035972,0.010472761,0.029227456,0.000542633,0.0075386115,0.00088908075,0.9138396],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9953974,0.0003789105,0.00014728255,0.00029782296,0.0031186035,0.00066000974],"domain_scores_gemma":[0.9906438,0.00034054433,0.00019270339,0.0002788033,0.0046986644,0.003845451],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0049582087,0.0011855825,0.000542703,0.0013670407,0.0030227723,0.006865108,0.0016770206,0.0027432302,0.12617594],"category_scores_gemma":[0.0061967946,0.00031193258,0.0009236078,0.00082571845,0.00065835286,0.0015677619,0.0035826697,0.0030607036,0.060568478],"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":[0.000059654813,0.00003662372,0.00010375873,0.00004923407,0.0000033995523,0.00005310213,0.000046574467,0.000041157913,0.00028648294,0.0007547187,0.9836525,0.014912851],"study_design_scores_gemma":[0.0000070676347,0.000029144056,0.00074347225,0.000048002657,0.0000026454009,0.000035693472,0.00009336964,0.000051641855,0.00017912283,0.00021444492,0.9985884,0.0000070295205],"about_ca_topic_score_codex":0.014434592,"about_ca_topic_score_gemma":0.04079121,"teacher_disagreement_score":0.12617594,"about_ca_system_score_codex":0.004825314,"about_ca_system_score_gemma":0.0114654405,"threshold_uncertainty_score":0.42210054},"labels":[],"label_agreement":null},{"id":"W4400809738","doi":"10.11159/iccste24.191","title":"A Review of Optimization of Limestone and Calcined Clay Cement (LC3) Concrete Mixtures for 3d Printing","year":2024,"lang":"en","type":"review","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Calcination; Cement; Materials science; 3D printing; Metallurgy; Chemistry","score_opus":0.025783571912722843,"score_gpt":0.27915463371784466,"score_spread":0.2533710618051218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400809738","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0029533969,0.9916015,0.0026214053,0.000101030775,0.00015383845,0.000021438054,0.00010134024,0.000030461568,0.0024156207],"genre_scores_gemma":[0.009563396,0.9852454,0.0032490017,0.00012223746,0.00012257727,0.000023486295,0.00014845097,0.000016349188,0.0015091333],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99938023,0.00007010171,0.00012151944,0.00012962871,0.0002613522,0.000037129255],"domain_scores_gemma":[0.9993079,0.0003369561,0.00014731883,0.00002547356,0.00015977741,0.000022541135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007001871,0.0010411579,0.0012112758,0.0024822603,0.00024689274,0.0008720833,0.0006527441,0.00080205605,0.0033142495],"category_scores_gemma":[0.00091637915,0.00054652203,0.0010372477,0.0024849512,0.00024686425,0.0011329979,0.00039729037,0.00062792044,0.0010458755],"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":[0.0001791648,0.00023911489,0.00052694324,0.08934162,0.00030105235,0.00041666205,0.00015199835,0.0035937922,0.050456297,0.0031902883,0.008297388,0.8433056],"study_design_scores_gemma":[0.00001716632,0.0008298644,0.002456145,0.005890277,0.00081970746,0.001573843,0.00014050008,0.0012444442,0.06399606,0.00086540397,0.92207617,0.00009046882],"about_ca_topic_score_codex":0.0010860153,"about_ca_topic_score_gemma":0.0015132416,"teacher_disagreement_score":0.0033142495,"about_ca_system_score_codex":0.00034954137,"about_ca_system_score_gemma":0.00085132546,"threshold_uncertainty_score":0.011087298},"labels":[],"label_agreement":null},{"id":"W4401628864","doi":"10.1007/s40964-024-00703-z","title":"Additive manufacturing of geopolymer composites for sustainable construction: critical factors, advancements, challenges, and future directions","year":2024,"lang":"en","type":"article","venue":"Progress in Additive Manufacturing","topic":"Innovations in Concrete and Construction Materials","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":"Canadian Nuclear Laboratories","funders":"Western Sydney University; Nanjing Tech University; Università degli Studi di Trento; Curtin University of Technology; Politechnika Krakowska; National Institute of Technology Calicut; Gazi Üniversitesi; University of the West of England","keywords":"Geopolymer; Materials science; Composite material; Construction engineering; Engineering; Fly ash","score_opus":0.011253606793339196,"score_gpt":0.2601408480575161,"score_spread":0.24888724126417688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401628864","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010701396,0.9690782,0.002701368,0.006314372,0.0005006527,0.00005836443,0.0010625903,0.000066313536,0.009516858],"genre_scores_gemma":[0.045952864,0.9461447,0.0031915437,0.0008441085,0.00044426872,0.00004727897,0.0006547792,0.000021594487,0.0026989172],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988458,0.00019809516,0.00011534135,0.0001547007,0.0005803266,0.00010564048],"domain_scores_gemma":[0.9955253,0.0019741328,0.0007248158,0.00010840799,0.0015557773,0.00011155489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031558343,0.0007235011,0.00096797827,0.0071883206,0.0003899827,0.003766936,0.00044531986,0.000690863,0.007716814],"category_scores_gemma":[0.0038508722,0.00018570092,0.00068195414,0.013825757,0.0005973442,0.0032698712,0.0005986017,0.000834815,0.0011222584],"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":[0.00012254593,0.000075310025,0.0044379304,0.066339225,0.0002476745,0.00035622247,0.0005789309,0.0011297016,0.009335638,0.030346831,0.023575563,0.86345446],"study_design_scores_gemma":[0.00000879286,0.00022339757,0.015819136,0.01949134,0.0006064323,0.0006504028,0.0029875361,0.00078751636,0.006657692,0.017405199,0.93527657,0.00008586827],"about_ca_topic_score_codex":0.0020863991,"about_ca_topic_score_gemma":0.0044412455,"teacher_disagreement_score":0.007716814,"about_ca_system_score_codex":0.0013665375,"about_ca_system_score_gemma":0.0035872785,"threshold_uncertainty_score":0.025815308},"labels":[],"label_agreement":null},{"id":"W4401633722","doi":"10.11159/jffhmt.2024.024","title":"Terminal Settling Velocity of Cylindrical Rods of Various Shapes","year":2024,"lang":"en","type":"article","venue":"Journal of Fluid Flow Heat and Mass Transfer","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"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":"Crown-Indigenous Relations and Northern Affairs Canada; Environment and Climate Change Canada; Government of Canada","keywords":"Settling; Rod; Terminal (telecommunication); Terminal velocity; Materials science; Mechanics; Physics; Computer science; Telecommunications; Thermodynamics; Medicine","score_opus":0.009751638316306233,"score_gpt":0.22682759864553972,"score_spread":0.21707596032923349,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401633722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98947746,0.00028068264,0.008960093,0.000007645106,0.000011265037,0.000020766774,0.00008805639,0.000068784575,0.0010850516],"genre_scores_gemma":[0.9919104,0.00016480307,0.006787277,0.000004686084,0.000001207109,0.000012611854,0.00016749222,0.000015450156,0.0009360481],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998332,0.000012685655,0.000009649191,0.000035196317,0.000068793845,0.000040475883],"domain_scores_gemma":[0.9995876,0.00008634602,0.00010164961,0.000031153388,0.00013957774,0.00005368182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002655081,0.00028448267,0.00019881237,0.00048557547,0.00024176882,0.00039937047,0.00025051544,0.00026879943,0.00055907137],"category_scores_gemma":[0.0006155868,0.00012001431,0.00034259167,0.0003202549,0.0002361527,0.00026458575,0.00019199961,0.00022909569,0.00016229894],"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":[0.00019986722,0.000023233442,0.0028210054,0.00003564264,0.000005906303,0.0000862035,0.0000844279,0.0050112214,0.9847644,0.00043113102,0.000037358153,0.0064995713],"study_design_scores_gemma":[0.000014076577,0.0010359354,0.03181537,0.00002201037,0.000018928398,0.00018755959,0.0002726008,0.066624,0.8984263,0.00021468016,0.0013061898,0.00006237643],"about_ca_topic_score_codex":0.003537765,"about_ca_topic_score_gemma":0.0041950727,"teacher_disagreement_score":0.003537765,"about_ca_system_score_codex":0.00045888734,"about_ca_system_score_gemma":0.00035885719,"threshold_uncertainty_score":0.0070343614},"labels":[],"label_agreement":null},{"id":"W4401711497","doi":"10.1088/1742-6596/2819/1/011001","title":"Preface","year":2024,"lang":"en","type":"article","venue":"Journal of Physics Conference Series","topic":"Innovations in Concrete and Construction Materials","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":"Philosophy","score_opus":0.016337573771994622,"score_gpt":0.23209122285993355,"score_spread":0.21575364908793893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401711497","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0017118308,0.0060764006,0.005063274,0.028931044,0.09314864,0.0005787507,0.013212729,0.0019196551,0.84935766],"genre_scores_gemma":[0.0068498068,0.00358438,0.0023722663,0.006882974,0.010624351,0.00032032072,0.010468292,0.00087717705,0.95802045],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99871063,0.00017723639,0.000093923285,0.00025201472,0.0006209283,0.00014532426],"domain_scores_gemma":[0.995314,0.00065451214,0.00016327403,0.00046208236,0.0026418967,0.0007643073],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0017050016,0.00094974897,0.00072380935,0.0020426072,0.0030321144,0.0046653664,0.001712696,0.0017665756,0.5912618],"category_scores_gemma":[0.010843103,0.0003478422,0.0005982968,0.0018797562,0.00075219217,0.0038967398,0.0027588014,0.003135265,0.43448436],"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":[0.000028168202,0.000015965656,0.00012061497,0.00009500942,0.0000017568245,0.000055661192,0.00012420384,0.00003940497,0.00010117307,0.0052189864,0.9595178,0.03468132],"study_design_scores_gemma":[0.0000030697186,0.000009991617,0.00018865404,0.0000777494,9.0886897e-7,0.000058718844,0.000110969486,0.000018463175,0.00005105475,0.0011531988,0.9983242,0.0000031687873],"about_ca_topic_score_codex":0.0037048357,"about_ca_topic_score_gemma":0.004231238,"teacher_disagreement_score":0.4087382,"about_ca_system_score_codex":0.0022252493,"about_ca_system_score_gemma":0.0033351234,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4401771348","doi":"10.1108/febe-05-2024-0015","title":"Examining the role of concrete 3D printing for housing construction on Indigenous Reserves in Canada","year":2024,"lang":"en","type":"article","venue":"Frontiers in Engineering and Built Environment","topic":"Innovations in Concrete and Construction Materials","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 Calgary","funders":"","keywords":"Indigenous; 3D printing; Business; Architectural engineering; Natural resource economics; Engineering; Economics; Ecology; Mechanical engineering","score_opus":0.00624807079655456,"score_gpt":0.16660700660818506,"score_spread":0.1603589358116305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401771348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9165528,0.0024069701,0.0027465678,0.00178409,0.00005544025,0.00030622343,0.00043280533,0.00006456402,0.07565054],"genre_scores_gemma":[0.9838927,0.0016689419,0.004658935,0.00019699582,0.000004769757,0.000083937324,0.00012730087,0.00003205742,0.009334369],"study_design_codex":"design_other","study_design_gemma":"qualitative","domain_scores_codex":[0.99557143,0.0006204248,0.00007876788,0.00031369328,0.0024568893,0.00095877424],"domain_scores_gemma":[0.9963482,0.00076609006,0.00026853927,0.00020536456,0.0018137788,0.00059796957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033477272,0.0005173407,0.0003265276,0.0015249911,0.008886747,0.0045046983,0.0019254303,0.00063808454,0.00567663],"category_scores_gemma":[0.0052223597,0.00032824988,0.00039399322,0.0017624022,0.006192676,0.0009697533,0.0040075174,0.00094871037,0.0003237777],"study_design_candidate":"qualitative","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":[0.00064883544,0.0005362368,0.2287689,0.0030387552,0.00014027636,0.0056646406,0.28935254,0.0054716086,0.022493668,0.02382646,0.009664924,0.4103932],"study_design_scores_gemma":[0.00003078858,0.0004354784,0.3082402,0.0024788158,0.00019372074,0.0010206206,0.5046619,0.0022618526,0.008093465,0.0022094506,0.17019418,0.0001794863],"about_ca_topic_score_codex":0.97186655,"about_ca_topic_score_gemma":0.99485445,"teacher_disagreement_score":0.058307678,"about_ca_system_score_codex":0.058307678,"about_ca_system_score_gemma":0.09541898,"threshold_uncertainty_score":0.4230538},"labels":[],"label_agreement":null},{"id":"W4402088219","doi":"10.1007/978-3-031-70031-6_53","title":"Numerical Modeling of Lateral Resistance of 3D-Printed Concrete Walls","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovations in Concrete and Construction Materials","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":"Carleton University","funders":"","keywords":"Materials science; Structural engineering; Resistance (ecology); Composite material; Geotechnical engineering; Geology; Engineering","score_opus":0.014809179949466875,"score_gpt":0.21730458922774093,"score_spread":0.20249540927827406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402088219","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18690106,0.001102366,0.68507653,0.00047568334,0.00025370793,0.000106435175,0.0006082162,0.0017668008,0.123709224],"genre_scores_gemma":[0.903417,0.0005919367,0.052877773,0.00009121806,0.000050967898,0.000128156,0.00026212432,0.00024125693,0.042339582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980336,0.000037859467,0.000009854715,0.000028450128,0.000099094184,0.00002138701],"domain_scores_gemma":[0.99972254,0.00013951061,0.00003380029,0.00003199003,0.00005783312,0.000014304438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019431225,0.00042266562,0.00049331406,0.0004203145,0.00032140742,0.0010170542,0.0011220531,0.001319004,0.0057854527],"category_scores_gemma":[0.00064149895,0.00048238368,0.0006375697,0.00033907688,0.0005793325,0.00063517154,0.000508748,0.00043587814,0.0011011321],"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":[0.000012900008,0.000020113925,0.0002095711,0.000038833026,0.0000067300507,0.000064858425,0.000035756344,0.98316425,0.005676394,0.004149518,0.00036674147,0.0062543615],"study_design_scores_gemma":[0.0000019811928,0.000007053104,0.00014578395,0.000006096872,0.0000017117741,0.000018601355,0.000008409415,0.9975432,0.0010151512,0.0005525396,0.00069455546,0.000004963879],"about_ca_topic_score_codex":0.0035707261,"about_ca_topic_score_gemma":0.0037482933,"teacher_disagreement_score":0.0057854527,"about_ca_system_score_codex":0.0005905677,"about_ca_system_score_gemma":0.0005507208,"threshold_uncertainty_score":0.019354284},"labels":[],"label_agreement":null},{"id":"W4402166687","doi":"10.32920/26883757","title":"Aerated Geopolymers for Building Decarbonization: Mix-Design, Chemistry, Microstructure, and Hygrothermal Performance","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Microstructure; Materials science; Geopolymer; Chemical engineering; Business; Waste management; Composite material; Engineering; Fly ash","score_opus":0.010969048237897341,"score_gpt":0.223318432081675,"score_spread":0.21234938384377766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402166687","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987695,0.0068697804,0.002503985,0.00006983889,0.000037700196,0.000025878888,0.00013703242,0.000037979,0.0026229378],"genre_scores_gemma":[0.9884848,0.004668563,0.0033061134,0.000033638036,0.000012028606,0.000023786404,0.00014286074,0.000023792983,0.0033044773],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987423,0.0000136776025,0.00001090798,0.000020568928,0.000059093698,0.00002144324],"domain_scores_gemma":[0.99990404,0.000018627994,0.000034178905,0.000007740844,0.000022777225,0.000012596544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002071678,0.00023474472,0.0001690314,0.00026937074,0.00013249893,0.00034587042,0.0001405534,0.00025941708,0.0012939636],"category_scores_gemma":[0.0001899281,0.00017250674,0.00023874718,0.00036275186,0.00010694028,0.00037890617,0.00016510086,0.00044053825,0.00031077696],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054114756,0.00006133403,0.00036531084,0.00020193851,0.000014912387,0.00006256688,0.000050447186,0.0007203475,0.988528,0.00038525887,0.00006481985,0.0094909575],"study_design_scores_gemma":[0.0000032524727,0.00027266523,0.0036069057,0.000016025668,0.000018497467,0.00007396617,0.000032774526,0.0011254088,0.9906504,0.00005935509,0.004130198,0.000010380237],"about_ca_topic_score_codex":0.000310543,"about_ca_topic_score_gemma":0.0012404067,"teacher_disagreement_score":0.0012939636,"about_ca_system_score_codex":0.00021125679,"about_ca_system_score_gemma":0.00017112665,"threshold_uncertainty_score":0.0043287277},"labels":[],"label_agreement":null},{"id":"W4402186143","doi":"10.32920/26883757.v1","title":"Aerated Geopolymers for Building Decarbonization: Mix-Design, Chemistry, Microstructure, and Hygrothermal Performance","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Microstructure; Aeration; Materials science; Chemical engineering; Waste management; Composite material; Engineering","score_opus":0.010969048237897341,"score_gpt":0.223318432081675,"score_spread":0.21234938384377766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402186143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987695,0.0068697804,0.002503985,0.00006983889,0.000037700196,0.000025878888,0.00013703242,0.000037979,0.0026229378],"genre_scores_gemma":[0.9884848,0.004668563,0.0033061134,0.000033638036,0.000012028606,0.000023786404,0.00014286074,0.000023792983,0.0033044773],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987423,0.0000136776025,0.00001090798,0.000020568928,0.000059093698,0.00002144324],"domain_scores_gemma":[0.99990404,0.000018627994,0.000034178905,0.000007740844,0.000022777225,0.000012596544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002071678,0.00023474472,0.0001690314,0.00026937074,0.00013249893,0.00034587042,0.0001405534,0.00025941708,0.0012939636],"category_scores_gemma":[0.0001899281,0.00017250674,0.00023874718,0.00036275186,0.00010694028,0.00037890617,0.00016510086,0.00044053825,0.00031077696],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054114756,0.00006133403,0.00036531084,0.00020193851,0.000014912387,0.00006256688,0.000050447186,0.0007203475,0.988528,0.00038525887,0.00006481985,0.0094909575],"study_design_scores_gemma":[0.0000032524727,0.00027266523,0.0036069057,0.000016025668,0.000018497467,0.00007396617,0.000032774526,0.0011254088,0.9906504,0.00005935509,0.004130198,0.000010380237],"about_ca_topic_score_codex":0.000310543,"about_ca_topic_score_gemma":0.0012404067,"teacher_disagreement_score":0.0012939636,"about_ca_system_score_codex":0.00021125679,"about_ca_system_score_gemma":0.00017112665,"threshold_uncertainty_score":0.0043287277},"labels":[],"label_agreement":null},{"id":"W4402501791","doi":"10.11159/icceia24.119","title":"Study Of Ceramic Masses Obtained Using Raw Materials Of Technogenic Origin","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on New Technologies","topic":"Innovations in Concrete and Construction Materials","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":"Ceramic; Raw material; Materials science; Metallurgy; Chemistry","score_opus":0.02550890485008072,"score_gpt":0.27345448337275013,"score_spread":0.2479455785226694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402501791","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967631,0.0005220152,0.00097572955,0.000012922642,0.000010909212,0.000017253826,0.00014486282,0.000018926306,0.0015343019],"genre_scores_gemma":[0.9967526,0.00040618755,0.0009893439,0.000013532356,0.000008066002,0.000011149537,0.0003106825,0.000014207047,0.0014941758],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983275,0.000011801456,0.000010558066,0.000031278458,0.000082636456,0.00003091794],"domain_scores_gemma":[0.9998685,0.000033786793,0.000029181583,0.000011585757,0.000034626108,0.000022266713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017413391,0.00025721456,0.00018747538,0.00064370094,0.00026999557,0.00024431152,0.00018456568,0.00021590125,0.002055838],"category_scores_gemma":[0.00024461103,0.00015669134,0.00035636793,0.0004379103,0.00022582916,0.00021781631,0.0001834624,0.00027575274,0.0003410615],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008964917,0.00001945181,0.0006545217,0.00010375442,0.000008389042,0.0001361239,0.000040389856,0.00008027321,0.9973525,0.000047094247,0.000020503086,0.001447392],"study_design_scores_gemma":[0.000011818162,0.0004578239,0.019784318,0.000013278777,0.000042122305,0.0006602353,0.00016153922,0.00047420556,0.9758946,0.000032140357,0.0024589333,0.0000090507465],"about_ca_topic_score_codex":0.00059732085,"about_ca_topic_score_gemma":0.001397858,"teacher_disagreement_score":0.002055838,"about_ca_system_score_codex":0.00015296497,"about_ca_system_score_gemma":0.00015955522,"threshold_uncertainty_score":0.0068774223},"labels":[],"label_agreement":null},{"id":"W4402651665","doi":"10.1051/e3sconf/202456913002","title":"A circular economy approach for geotextile reuse following lake water filtration","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Innovations in Concrete and Construction Materials","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":"Continental (Canada); Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Geotextile; Reuse; Filtration (mathematics); Circular economy; Environmental science; Business; Water resource management; Environmental engineering; Waste management; Geotechnical engineering; Geology; Engineering; Mathematics; Ecology","score_opus":0.018027059325785282,"score_gpt":0.22874426050163046,"score_spread":0.2107172011758452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402651665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8344547,0.0048534246,0.14762077,0.0005710048,0.00006949525,0.00028748036,0.0001363428,0.00041591152,0.011590814],"genre_scores_gemma":[0.95579255,0.0019175626,0.036015734,0.00007253595,0.000014521864,0.00008178421,0.000096319134,0.000024086583,0.005985016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975544,0.0000331051,0.000011989941,0.00004529171,0.00010831808,0.000045813136],"domain_scores_gemma":[0.9998419,0.000030081792,0.000047007597,0.000028410012,0.00003921449,0.000013348422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028273056,0.00026749147,0.00026304813,0.0006129272,0.0002997775,0.0006510575,0.00034604638,0.00048835145,0.0012959494],"category_scores_gemma":[0.0002617994,0.00015149137,0.00034548747,0.0003755569,0.0005275119,0.00061282614,0.0005923917,0.0002878019,0.000436219],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011554518,0.00016096355,0.0022626168,0.00037281835,0.00002475245,0.00027164893,0.00012129234,0.0033940382,0.9174998,0.0025432068,0.00028759427,0.07294587],"study_design_scores_gemma":[0.000013037379,0.00086489046,0.0074368403,0.000028480328,0.00004210256,0.00062757015,0.00016829015,0.012260276,0.96424395,0.0015978166,0.012687959,0.00002888585],"about_ca_topic_score_codex":0.00111206,"about_ca_topic_score_gemma":0.0029253575,"teacher_disagreement_score":0.0012959494,"about_ca_system_score_codex":0.00048641325,"about_ca_system_score_gemma":0.0005269769,"threshold_uncertainty_score":0.0043354034},"labels":[],"label_agreement":null},{"id":"W4402718618","doi":"10.1016/j.susmat.2024.e01119","title":"Life cycle assessment of limestone calcined clay concrete: Potential for low-carbon 3D printing","year":2024,"lang":"en","type":"article","venue":"Sustainable materials and technologies","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; Agence Nationale de la Recherche","keywords":"Calcination; Carbon fibers; Clay minerals; Materials science; Life-cycle assessment; Mineralogy; Composite material; Metallurgy; Geology; Chemistry; Composite number","score_opus":0.004668805574097582,"score_gpt":0.23980031039031585,"score_spread":0.23513150481621828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402718618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9871351,0.0009845536,0.0064419582,0.000039900824,0.000014357106,0.00010028751,0.0020101622,0.00009260831,0.0031809693],"genre_scores_gemma":[0.994334,0.0004947847,0.002974933,0.000009732134,0.0000019986253,0.00004334549,0.0010609514,0.000023160384,0.0010571599],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996246,0.0000508672,0.000014929252,0.000052409476,0.000212899,0.000044294316],"domain_scores_gemma":[0.99951494,0.0001251867,0.000057320776,0.000048512462,0.00021174584,0.00004235668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000941459,0.00067661004,0.00046929513,0.0009396923,0.00030774745,0.00094216474,0.0005284683,0.00064664375,0.0017440942],"category_scores_gemma":[0.00067383685,0.00018713767,0.0011856045,0.0007544901,0.00024552253,0.00044495048,0.0003848596,0.00040044117,0.00042434342],"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":[0.0014488816,0.00041323417,0.052781202,0.0013721962,0.00027075617,0.0010381119,0.0002157828,0.4992261,0.36582977,0.0010809645,0.0007785253,0.0755445],"study_design_scores_gemma":[0.00007244833,0.0037235692,0.08824538,0.00015167492,0.0005243465,0.00037072008,0.00046007617,0.38813972,0.5078154,0.0012327721,0.009110537,0.00015329986],"about_ca_topic_score_codex":0.015114323,"about_ca_topic_score_gemma":0.022155114,"teacher_disagreement_score":0.015114323,"about_ca_system_score_codex":0.0016189227,"about_ca_system_score_gemma":0.0007601373,"threshold_uncertainty_score":0.030052722},"labels":[],"label_agreement":null},{"id":"W4402826461","doi":"10.1007/978-3-031-61531-3_31","title":"Exploring the Impact of Honeycomb Orientation on the Mechanical Performance of Sustainable Sandwich Beams with Recycled-PET Core","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"Materials science; Core (optical fiber); Honeycomb; Honeycomb structure; Orientation (vector space); Structural engineering; Composite material; Engineering; Geometry","score_opus":0.020159785288062147,"score_gpt":0.22028484788156383,"score_spread":0.20012506259350168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402826461","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99599755,0.00023050461,0.0012548589,0.000016527087,0.000011603323,0.0000036738122,0.000040426105,0.000026663714,0.0024182538],"genre_scores_gemma":[0.9977417,0.000108804044,0.0008847111,0.0000061851906,0.0000014952326,0.000002514297,0.000029200104,0.000008206553,0.001217098],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999206,0.000009569005,0.0000019687227,0.000012097936,0.000037616715,0.000018052899],"domain_scores_gemma":[0.9998745,0.000051641397,0.000017312504,0.000011073927,0.000036520818,0.000009033951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023328171,0.00020219093,0.0001582967,0.00012423946,0.00012206874,0.0002700947,0.00027686046,0.00026603567,0.0028454075],"category_scores_gemma":[0.00026036435,0.00012105978,0.00016204672,0.00016684295,0.00017314317,0.0003176535,0.00016798078,0.0001734836,0.00048835005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027393067,0.00009248066,0.0010465874,0.000092276,0.000010897867,0.00008764037,0.000046779885,0.010560213,0.9756762,0.00042820998,0.00020046969,0.011484324],"study_design_scores_gemma":[0.000017255285,0.0014763509,0.011149104,0.000019075576,0.000036113845,0.00008572218,0.00019376002,0.059346415,0.9259167,0.00028102795,0.0014566246,0.00002184345],"about_ca_topic_score_codex":0.000442589,"about_ca_topic_score_gemma":0.0014608073,"teacher_disagreement_score":0.0028454075,"about_ca_system_score_codex":0.00012352336,"about_ca_system_score_gemma":0.000099425124,"threshold_uncertainty_score":0.009518862},"labels":[],"label_agreement":null},{"id":"W4402858341","doi":"10.1002/adfm.202470210","title":"Nacreous Glass Composites with Superior Performance Engineered through Mechanical Vibration and Silanization (Adv. Funct. Mater. 36/2024)","year":2024,"lang":"en","type":"article","venue":"Advanced Functional Materials","topic":"Innovations in Concrete and Construction Materials","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 du Québec à Montréal; McGill University","funders":"","keywords":"Silanization; Materials science; Composite material","score_opus":0.006562382355037275,"score_gpt":0.19157514724652983,"score_spread":0.18501276489149254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402858341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886157,0.001069683,0.005420745,0.000094149385,0.00006720178,0.000032016895,0.00014690429,0.00032923097,0.0042242478],"genre_scores_gemma":[0.990442,0.00036583672,0.00605574,0.000039779577,0.000009839714,0.000013996876,0.00015350916,0.000042386713,0.002876947],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999232,0.0000035021435,0.0000036714507,0.000015044667,0.000032207754,0.000022356153],"domain_scores_gemma":[0.99993587,0.0000056085983,0.000020540674,0.0000045270876,0.000017448412,0.000016078522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000084014624,0.0003612448,0.00012163336,0.0002854964,0.00015171095,0.00022427799,0.00014089477,0.00034937463,0.00095851003],"category_scores_gemma":[0.000074818534,0.00021522873,0.00020262496,0.00011979398,0.0001961213,0.00018948838,0.00017089854,0.0003023556,0.00028760414],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005377915,0.0000019785336,0.000017184104,0.0000075593002,0.0000012332689,0.000008712284,0.000003765204,0.000029967752,0.9995704,0.000028305278,0.000017462373,0.00030813427],"study_design_scores_gemma":[0.0000022716424,0.000048002807,0.0007033919,0.0000010466844,0.00000388383,0.000048350747,0.0000052830665,0.00034265645,0.9980003,0.000007453232,0.00083334005,0.000003927139],"about_ca_topic_score_codex":0.0012920462,"about_ca_topic_score_gemma":0.0050653066,"teacher_disagreement_score":0.0012920462,"about_ca_system_score_codex":0.000234974,"about_ca_system_score_gemma":0.00013948198,"threshold_uncertainty_score":0.0032064915},"labels":[],"label_agreement":null},{"id":"W4402901419","doi":"10.1016/j.addma.2024.104448","title":"Early age shrinkage mitigation and quantitative study on water loss kinetics of 3D printed foam concrete modified with superabsorbent polymers","year":2024,"lang":"en","type":"article","venue":"Additive manufacturing","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":9,"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":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Superabsorbent polymer; Shrinkage; Materials science; Composite material; Kinetics; Polymer","score_opus":0.012757948418986677,"score_gpt":0.23466928450575267,"score_spread":0.221911336086766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402901419","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954399,0.0003565388,0.0033548914,0.000010842251,0.000011966797,0.00000598003,0.00008804367,0.000044679335,0.0006870863],"genre_scores_gemma":[0.99699223,0.00021008964,0.0014291034,0.000009734283,0.0000030685567,0.0000088848465,0.000052444477,0.00001009869,0.001284328],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998584,0.000008345555,0.0000068648405,0.000029059538,0.00007074893,0.00002651524],"domain_scores_gemma":[0.9998374,0.00003714553,0.000053059037,0.000015554242,0.00004486764,0.000012023744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012334692,0.00026666417,0.00016778547,0.00020738953,0.00009141987,0.00013295354,0.00017948671,0.00022994455,0.0011014993],"category_scores_gemma":[0.00021272746,0.00015197563,0.00031347448,0.00018689835,0.00017170706,0.0002883625,0.00013472336,0.00042228765,0.00022392115],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054793392,0.000013781239,0.0002438326,0.000039625844,0.0000037500592,0.000032925498,0.000028560538,0.0006258184,0.99681723,0.0000404549,0.000018111125,0.0020810273],"study_design_scores_gemma":[0.0000012590798,0.00008089464,0.0013769366,0.0000015725265,0.0000059377667,0.000019841373,0.000013502617,0.002530635,0.99574465,0.000011682542,0.00020762817,0.0000054165907],"about_ca_topic_score_codex":0.0006661647,"about_ca_topic_score_gemma":0.0010006508,"teacher_disagreement_score":0.0011014993,"about_ca_system_score_codex":0.00014936851,"about_ca_system_score_gemma":0.00010682143,"threshold_uncertainty_score":0.0036848783},"labels":[],"label_agreement":null},{"id":"W4403081581","doi":"10.1016/j.rineng.2024.103024","title":"A review on 3D printing with clay and sawdust/natural fibers: Printability, rheology, properties, and applications","year":2024,"lang":"en","type":"review","venue":"Results in Engineering","topic":"Innovations in Concrete and Construction Materials","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":"University of British Columbia","funders":"","keywords":"Rheology; Materials science; Sawdust; Polymer science; Composite material; Engineering; Pulp and paper industry","score_opus":0.027099423193760835,"score_gpt":0.2656010330863741,"score_spread":0.2385016098926133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403081581","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008499278,0.9953471,0.0008645502,0.0001749042,0.00022055817,0.000010745493,0.00009147668,0.000028585237,0.0024121061],"genre_scores_gemma":[0.003130149,0.99387616,0.0009757669,0.00021400776,0.0001428141,0.000015368947,0.00014088814,0.000008645083,0.0014962485],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996853,0.00004252719,0.00005866251,0.0000614029,0.00012809796,0.000024019891],"domain_scores_gemma":[0.9994566,0.00031566073,0.000093647446,0.000017428178,0.00009419805,0.0000224512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043557264,0.00097019965,0.0011040142,0.0024072588,0.00030248764,0.0011527039,0.0006268812,0.0009513688,0.0055461447],"category_scores_gemma":[0.00072343147,0.00047376312,0.0010291302,0.0021239796,0.0003011476,0.0013738569,0.00047382564,0.0008496168,0.001843076],"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":[0.00010530304,0.00013433112,0.00040771434,0.111094736,0.00023194269,0.00067903195,0.00020243735,0.0014043264,0.034031726,0.0040859426,0.02736186,0.82026064],"study_design_scores_gemma":[0.000008374955,0.00024181043,0.0010534636,0.0050414717,0.00031130997,0.0017209139,0.00008650209,0.00034360346,0.0097989,0.0009489892,0.9803992,0.000045455596],"about_ca_topic_score_codex":0.00084994955,"about_ca_topic_score_gemma":0.0013637891,"teacher_disagreement_score":0.0055461447,"about_ca_system_score_codex":0.0002941579,"about_ca_system_score_gemma":0.0007955267,"threshold_uncertainty_score":0.018553734},"labels":[],"label_agreement":null},{"id":"W4403144375","doi":"10.1016/j.cemconcomp.2024.105786","title":"Modeling fiber alignment in 3D printed ultra-high-performance concrete based on stereology theory","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":30,"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":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Stereology; Fiber; Materials science; Computer science; Composite material; Medicine; Pathology","score_opus":0.009819918473267153,"score_gpt":0.21222773511565343,"score_spread":0.20240781664238627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403144375","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27055404,0.00019532348,0.7118768,0.00009898719,0.00003840191,0.000061601626,0.00014440167,0.0005925871,0.016437834],"genre_scores_gemma":[0.9551431,0.00014432023,0.040649273,0.000020628519,0.0000062705394,0.00003729949,0.00007542095,0.00008460322,0.0038392467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998746,0.000018984138,0.0000049465352,0.000028126578,0.000056870533,0.000016537711],"domain_scores_gemma":[0.9997905,0.00009505029,0.00004379539,0.0000151761,0.000042504256,0.000012951129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018475391,0.00029959605,0.00029678218,0.00035034723,0.00026197292,0.0005800428,0.0005733504,0.0008580915,0.0018593797],"category_scores_gemma":[0.0004936685,0.00038654232,0.0005105442,0.0004004639,0.00049861026,0.0006080316,0.0002858742,0.00030878876,0.00028326828],"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":[0.000008172663,0.000015591993,0.00036406284,0.000012628575,0.000003648793,0.000028427849,0.000019192696,0.99035585,0.0035818466,0.002351498,0.000050462346,0.0032086696],"study_design_scores_gemma":[9.1682836e-7,0.000002899604,0.00010872935,9.406035e-7,9.90738e-7,0.0000039657502,0.000003237149,0.99924326,0.0004461165,0.00012388658,0.0000633372,0.000001705835],"about_ca_topic_score_codex":0.016560528,"about_ca_topic_score_gemma":0.018114286,"teacher_disagreement_score":0.016560528,"about_ca_system_score_codex":0.00091620546,"about_ca_system_score_gemma":0.0009473635,"threshold_uncertainty_score":0.032928288},"labels":[],"label_agreement":null},{"id":"W4403279944","doi":"10.1016/j.ifacol.2024.09.229","title":"Topology Optimization in 3D Concrete Printing to Reduce Greenhouse Gas Emissions","year":2024,"lang":"en","type":"article","venue":"IFAC-PapersOnLine","topic":"Innovations in Concrete and Construction Materials","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 Ontario Institute of Technology","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Greenhouse gas; Topology optimization; Topology (electrical circuits); 3D printing; Greenhouse; Environmental science; Computer science; Waste management; Process engineering; Architectural engineering; Engineering; Mechanical engineering; Structural engineering; Electrical engineering; Geology","score_opus":0.013109398285546876,"score_gpt":0.26413767276809846,"score_spread":0.2510282744825516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403279944","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18162614,0.0005073395,0.79638714,0.00013161216,0.000046631758,0.00006051478,0.00009770563,0.0009794452,0.020163437],"genre_scores_gemma":[0.7703858,0.00024711987,0.22638209,0.000032004078,0.000006437374,0.000045092154,0.000071112576,0.0001396029,0.002690698],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982196,0.00004119477,0.000006239953,0.000017639655,0.00009763415,0.000015470345],"domain_scores_gemma":[0.99985206,0.000060029826,0.00002846283,0.000033014843,0.000018980794,0.0000073823053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026559367,0.00030036882,0.00026420938,0.0003248667,0.00014196176,0.0005183687,0.000360839,0.00033548713,0.0016084893],"category_scores_gemma":[0.0003769795,0.00021031499,0.00038682084,0.00026247246,0.0003858614,0.00029179288,0.00038371552,0.00024861735,0.00032027904],"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":[0.00003299192,0.000030494097,0.00059214706,0.0001225489,0.000014449906,0.00012146679,0.0000471032,0.8900366,0.06483002,0.008185876,0.0003036225,0.035682704],"study_design_scores_gemma":[0.000010064061,0.00008482241,0.000531383,0.000013127113,0.000011876584,0.00011911811,0.000019495503,0.9641063,0.02824217,0.0027013521,0.004149518,0.000010725016],"about_ca_topic_score_codex":0.00066519814,"about_ca_topic_score_gemma":0.0013927718,"teacher_disagreement_score":0.0016084893,"about_ca_system_score_codex":0.00028931448,"about_ca_system_score_gemma":0.00040258595,"threshold_uncertainty_score":0.0053809285},"labels":[],"label_agreement":null},{"id":"W4403532691","doi":"10.1016/j.cemconcomp.2024.105807","title":"Synergistic effects of superplasticizers and biopolymer-based viscosity-modifying admixtures on the rheology of cement-based systems","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":19,"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; Université de Sherbrooke","keywords":"Rheology; Superplasticizer; Biopolymer; Cement; Viscosity; Materials science; Composite material; Polymer science; Chemical engineering; Polymer; Engineering","score_opus":0.007067835289337006,"score_gpt":0.20021675702992117,"score_spread":0.19314892174058418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403532691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976599,0.00077303324,0.00059788785,0.000015102395,0.000020897909,0.000012683348,0.000026755815,0.000022648734,0.00087107014],"genre_scores_gemma":[0.99748766,0.00076365477,0.0010696759,0.000017530481,0.00001616301,0.000012629852,0.000027678892,0.0000132882315,0.00059167185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980265,0.000046252684,0.00002044211,0.000039694747,0.00004017564,0.00005078711],"domain_scores_gemma":[0.9997576,0.00008433185,0.000066180015,0.000019284733,0.000025671927,0.000047068726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032181185,0.0005449101,0.00036759867,0.00029972548,0.00015193419,0.00029529814,0.00021750272,0.00022014933,0.0016023903],"category_scores_gemma":[0.00047913988,0.00022638687,0.00028463706,0.00021961099,0.00024134116,0.00037886825,0.0002866966,0.00047245793,0.0002121971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005555504,0.00007315397,0.00013877459,0.00008873742,0.000023205188,0.000049547616,0.00003736617,0.00057552377,0.9951807,0.000095243224,0.000027032043,0.0031550298],"study_design_scores_gemma":[0.000013166748,0.0003445677,0.0004933469,0.0000036444692,0.000030183917,0.000017354289,0.000007708398,0.00072737725,0.9980021,0.0000068496065,0.00034838688,0.00000525975],"about_ca_topic_score_codex":0.00032136668,"about_ca_topic_score_gemma":0.00076963386,"teacher_disagreement_score":0.0016023903,"about_ca_system_score_codex":0.00015172412,"about_ca_system_score_gemma":0.00022937414,"threshold_uncertainty_score":0.005360484},"labels":[],"label_agreement":null},{"id":"W4403680032","doi":"10.1680/jadcr.24.00050","title":"Mechanical, physical and durability performance of engineered cementitious composites prepared with calcium aluminate cement","year":2024,"lang":"en","type":"article","venue":"Advances in Cement Research","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"","keywords":"Durability; Cement; Materials science; Cementitious; Composite material; Aluminate; Calcium; Metallurgy","score_opus":0.023975722493621014,"score_gpt":0.32918240027406515,"score_spread":0.30520667778044414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403680032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99838173,0.0006179881,0.0004408802,0.0000061592054,0.000011706793,0.000006598487,0.000064511885,0.000015879885,0.00045462936],"genre_scores_gemma":[0.9984681,0.0002566285,0.0006228961,0.000006606992,0.0000027963627,0.000006260715,0.00006418864,0.000008016334,0.000564376],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977344,0.000023961902,0.000024392903,0.00003622852,0.0001117829,0.000030209041],"domain_scores_gemma":[0.9996774,0.00006476741,0.0001144542,0.000021646005,0.00007982384,0.000041974683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026476366,0.00037166296,0.00019295026,0.0004328852,0.00014680947,0.00023322324,0.00014786779,0.00026589975,0.0007894337],"category_scores_gemma":[0.00040002415,0.00017505318,0.00022456385,0.00027619765,0.00020515354,0.0003058836,0.00016768152,0.0004262792,0.00013092326],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010286586,0.000026095793,0.0004894793,0.0000796076,0.000008835163,0.000044995668,0.00003031458,0.00032177218,0.99741447,0.000038238715,0.000011079516,0.0014322599],"study_design_scores_gemma":[0.0000047523185,0.00055449945,0.008479123,0.000009465067,0.000035102425,0.00011324266,0.00005047326,0.0008002742,0.9889342,0.000021750324,0.0009837276,0.000013290129],"about_ca_topic_score_codex":0.0004948916,"about_ca_topic_score_gemma":0.0019414361,"teacher_disagreement_score":0.0007894337,"about_ca_system_score_codex":0.00014735671,"about_ca_system_score_gemma":0.00018929008,"threshold_uncertainty_score":0.002640903},"labels":[],"label_agreement":null},{"id":"W4403752210","doi":"10.1139/cjce-2024-0169","title":"Comparative analysis of mold-cast and 3D-printed cement-based components: implications for standardization in additive construction","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Standardization; Mold; Cement; Engineering; Engineering drawing; Computer science; Materials science; Composite material","score_opus":0.016171176304264095,"score_gpt":0.24184028584716774,"score_spread":0.22566910954290365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403752210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94941556,0.0012170365,0.044673454,0.000107910026,0.000044804456,0.00009193804,0.00026519285,0.00016381977,0.004020283],"genre_scores_gemma":[0.9656972,0.00041825927,0.032736417,0.000045967496,0.000005824559,0.000037908776,0.00017946561,0.000043453754,0.000835418],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998178,0.00023474872,0.00015271311,0.00014249313,0.0012218639,0.00007027044],"domain_scores_gemma":[0.99449337,0.0022177005,0.0007666098,0.0009380328,0.0014762607,0.00010810595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002032066,0.00030681794,0.00026175845,0.0017362648,0.000311786,0.000849081,0.0003791826,0.0004517372,0.0010801088],"category_scores_gemma":[0.004343219,0.0001877874,0.000415349,0.0013920353,0.0010167802,0.00065221393,0.0004460682,0.00040878073,0.00018978436],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014528178,0.00006938423,0.013352942,0.00025052263,0.000037345195,0.0002812391,0.00049617677,0.0028012078,0.92879677,0.0009385327,0.00006879177,0.052761853],"study_design_scores_gemma":[0.000006666691,0.0005162499,0.15684883,0.000035574834,0.00008682389,0.0009013824,0.00089640997,0.003142206,0.8334825,0.000585654,0.003453463,0.000044212247],"about_ca_topic_score_codex":0.00089223596,"about_ca_topic_score_gemma":0.0034526521,"teacher_disagreement_score":0.002032066,"about_ca_system_score_codex":0.00043236802,"about_ca_system_score_gemma":0.00048036338,"threshold_uncertainty_score":0.010746777},"labels":[],"label_agreement":null},{"id":"W4403850905","doi":"10.18280/acsm.480509","title":"Experimental Investigation of Micronized Biomass Silica-Based Concrete as a Sustainable Construction Material","year":2024,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":2,"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":"Biomass (ecology); Materials science; Geotechnical engineering; Environmental science; Petroleum engineering; Civil engineering; Waste management; Engineering; Geology","score_opus":0.01493641175729506,"score_gpt":0.25532929457123893,"score_spread":0.24039288281394386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403850905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99855524,0.000037440317,0.00044538587,0.00000597038,0.000003486732,0.000011729135,0.00006477663,0.000007677694,0.000868209],"genre_scores_gemma":[0.9983339,0.00004883466,0.00064835034,0.0000028731984,0.0000013556996,0.000009621481,0.000036262645,0.0000036042347,0.0009152208],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984336,0.000012688446,0.0000069241887,0.000035671932,0.00007136812,0.000029985827],"domain_scores_gemma":[0.9998179,0.000047696154,0.000030804822,0.000027618635,0.000053578075,0.0000224134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022447779,0.00022901967,0.00022641147,0.00024240656,0.00036105048,0.00016022513,0.00024727508,0.00039378728,0.002231787],"category_scores_gemma":[0.00023055178,0.00011995572,0.00017709534,0.00021157245,0.00045238223,0.00025905969,0.0003075867,0.00028222773,0.0002448955],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030051635,0.0001946332,0.0008595863,0.00006043646,0.000005729831,0.00006713514,0.00006249006,0.0016586421,0.99523145,0.00024613965,0.000020512898,0.0012927814],"study_design_scores_gemma":[0.000029052184,0.0018332502,0.0061594285,0.000007191256,0.000018253848,0.00006136673,0.00012526155,0.0036353385,0.9869425,0.000106931715,0.0010722157,0.000009086058],"about_ca_topic_score_codex":0.0010478412,"about_ca_topic_score_gemma":0.002011012,"teacher_disagreement_score":0.002231787,"about_ca_system_score_codex":0.00024644894,"about_ca_system_score_gemma":0.0003941262,"threshold_uncertainty_score":0.007466018},"labels":[],"label_agreement":null},{"id":"W4403877073","doi":"10.1007/s41693-024-00143-9","title":"Digital technologies and robotics in mass-timber manufacturing: a systematic literature review on construction 4.0/5.0","year":2024,"lang":"en","type":"article","venue":"Construction Robotics","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":4,"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":"Robotics; Artificial intelligence; Manufacturing engineering; Engineering; Computer science; Robot","score_opus":0.008276839202646403,"score_gpt":0.21960483867503436,"score_spread":0.21132799947238795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403877073","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002190027,0.9952989,0.00035825046,0.00039627173,0.00007267712,0.00011284646,0.0004402467,0.0000068283375,0.001124061],"genre_scores_gemma":[0.015859552,0.98168623,0.0013194473,0.0004650414,0.000047123376,0.0001668268,0.00028801808,0.0000055085216,0.00016219924],"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","domain_scores_codex":[0.9960829,0.0012337227,0.0012773908,0.00033657232,0.00090877956,0.0001606648],"domain_scores_gemma":[0.9692295,0.024750203,0.0027737683,0.0004514571,0.0025036165,0.00029135714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0066006873,0.0007449591,0.0021278518,0.015678706,0.0006082898,0.0022658643,0.00111368,0.0013528585,0.004922008],"category_scores_gemma":[0.019957861,0.00052515545,0.002940909,0.014881164,0.0011430575,0.002581987,0.0016405509,0.0009177685,0.0005533554],"study_design_candidate":"systematic_review","study_design_consensus":"systematic_review","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012604959,0.000055502012,0.0031169546,0.7240009,0.00154771,0.00028149228,0.0010856361,0.00028278207,0.0005668747,0.00276011,0.00478099,0.2613951],"study_design_scores_gemma":[0.00005019886,0.00017196924,0.012013944,0.85729784,0.009096497,0.00078998075,0.0019328834,0.00014173526,0.00042185883,0.0013553344,0.11667274,0.000055110588],"about_ca_topic_score_codex":0.006968575,"about_ca_topic_score_gemma":0.026243158,"teacher_disagreement_score":0.015678706,"about_ca_system_score_codex":0.00202165,"about_ca_system_score_gemma":0.012016546,"threshold_uncertainty_score":0.034908235},"labels":[],"label_agreement":null},{"id":"W4403929559","doi":"10.1016/j.compind.2024.104201","title":"Developing a BIM-enabled robotic manufacturing framework to facilitate mass customization of prefabricated buildings","year":2024,"lang":"en","type":"article","venue":"Computers in Industry","topic":"Innovations in Concrete and Construction Materials","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 British Columbia, Okanagan Campus; University of New Brunswick","funders":"","keywords":"Mass customization; Personalization; Engineering; Building information modeling; Manufacturing engineering; Prefabrication; Systems engineering; Construction engineering; Computer science; Architectural engineering; Civil engineering; Operations management; World Wide Web","score_opus":0.03366030959614994,"score_gpt":0.2504978095885853,"score_spread":0.21683749999243537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403929559","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011475085,0.00014183603,0.97518665,0.00024115297,0.0000295928,0.00030528873,0.00019508984,0.0046145986,0.007810652],"genre_scores_gemma":[0.15322474,0.00030214933,0.84137356,0.00008527213,0.000009591953,0.00044919897,0.0008276133,0.00029507885,0.0034328573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988128,0.00024787468,0.00008387207,0.00016484778,0.0005204895,0.00017023331],"domain_scores_gemma":[0.9995067,0.0001269231,0.000059867332,0.00012410941,0.00012247518,0.000059917656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020420058,0.00089495233,0.00039807206,0.0015049608,0.000794677,0.0015764206,0.002239034,0.0010084853,0.002533189],"category_scores_gemma":[0.0016662951,0.0006090922,0.0011318414,0.0007775401,0.0008189986,0.0022901872,0.0034007519,0.0011847273,0.0009894624],"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":[0.00012699254,0.0005002968,0.0032380952,0.0008331667,0.000070418246,0.0016678892,0.0020985538,0.43042374,0.04814024,0.19477321,0.009031833,0.30909553],"study_design_scores_gemma":[0.000049612692,0.00012560541,0.0016099865,0.00020137819,0.00004865453,0.0005565832,0.00054382015,0.8206411,0.029237509,0.023537481,0.12335453,0.00009378665],"about_ca_topic_score_codex":0.007898673,"about_ca_topic_score_gemma":0.008385618,"teacher_disagreement_score":0.007898673,"about_ca_system_score_codex":0.0010262477,"about_ca_system_score_gemma":0.002666933,"threshold_uncertainty_score":0.015705407},"labels":[],"label_agreement":null},{"id":"W4403970744","doi":"10.1115/icone31-133321","title":"Using Radius of Gyration in Order to Determine Surrogate Mechanical Properties of a Porous Structure","year":2024,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Canadian Nuclear Laboratories","funders":"","keywords":"Radius of gyration; Porosity; RADIUS; Materials science; Gyration; Porous medium; Order (exchange); Composite material; Computer science; Mathematics; Geometry; Polymer","score_opus":0.03359379040761593,"score_gpt":0.2502511181816082,"score_spread":0.2166573277739923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403970744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7320877,0.00048545486,0.26378983,0.00004725459,0.00002778108,0.00005127735,0.000198598,0.0009654547,0.002346733],"genre_scores_gemma":[0.9709383,0.000081387145,0.028645238,0.000004479466,0.0000015700609,0.000021737593,0.000057346628,0.000027175802,0.00022283019],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967086,0.000091898066,0.000025875124,0.0000654581,0.00012577002,0.00002019266],"domain_scores_gemma":[0.99872607,0.00064212846,0.00027534316,0.00017666133,0.00014719545,0.000032536696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064143905,0.00045109555,0.0003551043,0.0009380557,0.00015207073,0.00048736602,0.00029386944,0.0004480877,0.0005116089],"category_scores_gemma":[0.0019824686,0.00019595682,0.00017312863,0.00046194482,0.00044862318,0.00046531798,0.00033361287,0.00016885775,0.00020190292],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003347276,0.0000558463,0.017398046,0.00024849913,0.00005499013,0.000286522,0.0005658595,0.24636164,0.68101305,0.004504218,0.00026964318,0.048906922],"study_design_scores_gemma":[0.000011064687,0.00019483083,0.019079285,0.000029538436,0.00003271322,0.00028431052,0.00012139862,0.5999499,0.37552693,0.0013374944,0.0033565587,0.00007598084],"about_ca_topic_score_codex":0.0009718228,"about_ca_topic_score_gemma":0.001467268,"teacher_disagreement_score":0.0009718228,"about_ca_system_score_codex":0.00026088842,"about_ca_system_score_gemma":0.00023295432,"threshold_uncertainty_score":0.0033922791},"labels":[],"label_agreement":null},{"id":"W4404181902","doi":"10.1016/j.prostr.2024.09.165","title":"Innovations to Improve 3D Concrete Printing of Portland Cement-Steel Slag Blended Mortars","year":2024,"lang":"en","type":"article","venue":"Procedia Structural Integrity","topic":"Innovations in Concrete and Construction Materials","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":"Lachine Hospital","funders":"Eidgenössische Materialprüfungs- und Forschungsanstalt","keywords":"Portland cement; Mortar; Slag (welding); Materials science; Cement; Metallurgy; Composite material","score_opus":0.014700708773831266,"score_gpt":0.26565134796136164,"score_spread":0.25095063918753036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404181902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90780586,0.0009582256,0.08566138,0.00008450631,0.00006677971,0.00010662141,0.00018779682,0.0008880403,0.004240773],"genre_scores_gemma":[0.92951614,0.000510012,0.066538416,0.000045028253,0.000012661353,0.000036953636,0.0001349217,0.00014659867,0.0030592345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996911,0.000028437278,0.000026980679,0.00004423183,0.00018119128,0.000028195023],"domain_scores_gemma":[0.9996125,0.00009221656,0.00010272393,0.00007891749,0.000091536014,0.000022139911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003744094,0.00038704363,0.00020089437,0.00047087984,0.00018332165,0.0004958317,0.00025613315,0.00030259753,0.00152421],"category_scores_gemma":[0.0006499667,0.00021892272,0.0003694202,0.00027329245,0.00018647932,0.00040452834,0.00027530378,0.00060323946,0.00054025947],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023923787,0.000024640334,0.00045550792,0.00009715866,0.0000049128066,0.00014258061,0.00006471754,0.0013466914,0.98540306,0.00011106602,0.000033988712,0.0122917555],"study_design_scores_gemma":[0.000002455188,0.00014463178,0.0030124555,0.0000069241287,0.000013487073,0.00022309547,0.000031639916,0.0022183536,0.991738,0.000043174932,0.0025557845,0.000009940952],"about_ca_topic_score_codex":0.0003587823,"about_ca_topic_score_gemma":0.0013976629,"teacher_disagreement_score":0.00152421,"about_ca_system_score_codex":0.00017200595,"about_ca_system_score_gemma":0.00017858298,"threshold_uncertainty_score":0.0050989985},"labels":[],"label_agreement":null},{"id":"W4404322586","doi":"10.1016/j.cscm.2024.e03968","title":"The use of 3D-Printed PA6-GF components for the construction of structural specimens","year":2024,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Innovations in Concrete and Construction Materials","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 Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"3d printed; Engineering; Manufacturing engineering","score_opus":0.08923993906162159,"score_gpt":0.31649169319357695,"score_spread":0.22725175413195536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404322586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78410864,0.001034109,0.20030907,0.00013072343,0.00022011135,0.00018535127,0.0004325514,0.0007207997,0.012858606],"genre_scores_gemma":[0.8611594,0.00045878586,0.13310061,0.00004505158,0.000019343579,0.00008927626,0.0002743961,0.00008125409,0.004771979],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953794,0.000039339753,0.000029887378,0.00007103185,0.00029513738,0.000026662512],"domain_scores_gemma":[0.9993125,0.00018060261,0.00013470308,0.00021756889,0.00012425428,0.00003028486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003815217,0.00039959594,0.00015540811,0.0005668279,0.00019775401,0.00035255356,0.00043083052,0.0007555982,0.002138542],"category_scores_gemma":[0.00089083984,0.00021980077,0.00042796912,0.00030969147,0.0004057476,0.00052701833,0.00031290238,0.0006856198,0.0010534297],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018693092,0.000020691938,0.00034126514,0.0000947659,0.0000044972608,0.0002470176,0.000042700613,0.0011719086,0.98592293,0.00042112134,0.00005670605,0.011657751],"study_design_scores_gemma":[0.000002706982,0.000211977,0.0029344575,0.000012543787,0.000009479353,0.0010682998,0.000029872845,0.0019278956,0.9879853,0.00016884235,0.005632723,0.000015915599],"about_ca_topic_score_codex":0.00020270284,"about_ca_topic_score_gemma":0.00063923927,"teacher_disagreement_score":0.002138542,"about_ca_system_score_codex":0.0001521064,"about_ca_system_score_gemma":0.00017254654,"threshold_uncertainty_score":0.0071541667},"labels":[],"label_agreement":null},{"id":"W4404494577","doi":"10.1007/978-3-031-67398-6_1","title":"Hydro Quebec Efforts Toward an Integrated Computational Materials Engineering Framework for Hydraulic Turbine Engineering","year":2024,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"McGill University; McMaster University; Hydro-Québec","funders":"","keywords":"Hydraulic turbines; Hydraulic engineering; Turbine; Engineering; Civil engineering; Environmental science; Systems engineering; Marine engineering; Construction engineering; Mechanical engineering; Physics","score_opus":0.013240933014596681,"score_gpt":0.2252537872084239,"score_spread":0.2120128541938272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404494577","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015832677,0.0057428773,0.41290748,0.009413176,0.0011717512,0.00020226717,0.003131337,0.004129214,0.5474692],"genre_scores_gemma":[0.12267617,0.006732238,0.4043203,0.0011420844,0.0001731863,0.00031025315,0.0027974667,0.0021812774,0.45966703],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999548,0.000057484496,0.000009720948,0.00005151521,0.0002817619,0.000051337032],"domain_scores_gemma":[0.9994698,0.0000799039,0.000012129834,0.00005827342,0.00032944948,0.00005041067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007708524,0.0008644842,0.00041012556,0.0010659706,0.0021142652,0.0030092301,0.0019592796,0.0011339622,0.02394816],"category_scores_gemma":[0.001133243,0.0006516091,0.0007104665,0.0014207514,0.0014527362,0.0015055178,0.0013469004,0.0017251808,0.0030059945],"study_design_candidate":"simulation_or_modeling","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":[0.000023908291,0.00005990286,0.0012978633,0.00017820393,0.00004067938,0.00014870422,0.0004964524,0.11110463,0.003288922,0.59032124,0.15099399,0.14204547],"study_design_scores_gemma":[0.000013137056,0.000011426196,0.0012858106,0.0001644976,0.00001905486,0.000072766634,0.00019527513,0.16373599,0.0017804973,0.029211149,0.8034755,0.000034987173],"about_ca_topic_score_codex":0.9014844,"about_ca_topic_score_gemma":0.9585997,"teacher_disagreement_score":0.09851563,"about_ca_system_score_codex":0.020529648,"about_ca_system_score_gemma":0.024840388,"threshold_uncertainty_score":0.19819158},"labels":[],"label_agreement":null},{"id":"W4404514715","doi":"10.2139/ssrn.5026792","title":"Mechanical Properties and Load-Carrying Capacity of Tre-Foam Concrete - Prefabricated Sandwich Insulation Wall Panel","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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 Toronto","funders":"","keywords":"Foam concrete; Sandwich panel; Composite material; Structural engineering; Materials science; Sandwich-structured composite; Engineering; Core (optical fiber); Cement","score_opus":0.03551158674990271,"score_gpt":0.22332956174783314,"score_spread":0.18781797499793043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404514715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988398,0.000042680927,0.0002946178,0.0000058474407,0.000002667413,0.0000012889458,0.00014804809,0.000013939346,0.00065116404],"genre_scores_gemma":[0.9993212,0.000011589625,0.000048164628,0.0000017239157,9.406993e-7,9.695343e-7,0.00013356232,0.0000029417874,0.00047883907],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987626,0.00001038406,0.000006506426,0.000024612551,0.000042371226,0.000039880415],"domain_scores_gemma":[0.99958235,0.00015232769,0.000061972016,0.00003871547,0.0001090681,0.00005558209],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014679378,0.00020952658,0.0001312261,0.00043720854,0.00020357656,0.00014550168,0.00021093214,0.00036590817,0.0044988794],"category_scores_gemma":[0.00038652171,0.000115467905,0.00018973135,0.0002862724,0.00023069272,0.00027562078,0.00015115763,0.00022790744,0.00062806736],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016007253,0.00021063363,0.025064332,0.000114590744,0.000037116868,0.00065389264,0.00027690647,0.01698201,0.939121,0.00031011345,0.0006428406,0.014985863],"study_design_scores_gemma":[0.000026276255,0.0011595845,0.37045845,0.000023984405,0.0000627679,0.00042666416,0.0007189704,0.03002574,0.5958273,0.00025564196,0.0009600347,0.000054571985],"about_ca_topic_score_codex":0.0012257549,"about_ca_topic_score_gemma":0.0010702361,"teacher_disagreement_score":0.0044988794,"about_ca_system_score_codex":0.00008358757,"about_ca_system_score_gemma":0.00009170809,"threshold_uncertainty_score":0.015050232},"labels":[],"label_agreement":null},{"id":"W4404526156","doi":"10.1145/3687906","title":"A Flexible Mold for Facade Panel Fabrication","year":2024,"lang":"en","type":"article","venue":"ACM Transactions on Graphics","topic":"Innovations in Concrete and Construction Materials","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":"Mold; Facade; Fabrication; Engineering drawing; Computer science; Computer graphics (images); Flat panel; Mechanical engineering; Architectural engineering; Engineering; Materials science; Composite material; Structural engineering","score_opus":0.04595196196589784,"score_gpt":0.2725057103301369,"score_spread":0.22655374836423903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404526156","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08353529,0.00015795573,0.903423,0.000127361,0.000063887775,0.000083733874,0.00012889806,0.0016947322,0.010785089],"genre_scores_gemma":[0.4718879,0.00015220609,0.52390355,0.000046601202,0.000011888094,0.00010781134,0.00012636257,0.0002953634,0.003468371],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997924,0.000015846355,0.000009503701,0.000041533665,0.00011630533,0.000024351642],"domain_scores_gemma":[0.9997781,0.00005013142,0.000042129468,0.00009236369,0.000021015003,0.000016401626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018703545,0.0004389129,0.0002093818,0.00027090163,0.00030145037,0.0004011937,0.00044212598,0.00036875517,0.003280163],"category_scores_gemma":[0.00051744457,0.0002986322,0.000309605,0.00021153089,0.00042125772,0.00048191193,0.00073595217,0.000816521,0.00092637155],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007820028,0.00008598898,0.0010413026,0.000197177,0.00002088576,0.00022488306,0.0001547431,0.22106747,0.59450305,0.026707971,0.0018599766,0.15405843],"study_design_scores_gemma":[0.000033367618,0.00034631527,0.0014479541,0.0000455451,0.000015593248,0.00045926683,0.00007707709,0.5257922,0.4301622,0.0071766786,0.03439418,0.000049630013],"about_ca_topic_score_codex":0.0003992991,"about_ca_topic_score_gemma":0.0010796008,"teacher_disagreement_score":0.003280163,"about_ca_system_score_codex":0.0002983203,"about_ca_system_score_gemma":0.00045553385,"threshold_uncertainty_score":0.010973215},"labels":[],"label_agreement":null},{"id":"W4404592093","doi":"10.3390/jcs8110484","title":"Eco-Friendly Wall Cladding Panels from Recycled Fishing Gear and Clamshell Waste","year":2024,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"Mitacs","keywords":"Cladding (metalworking); Environmentally friendly; Waste material; Waste management; Environmental science; Engineering; Materials science; Composite material","score_opus":0.009836396677685096,"score_gpt":0.23270526833705948,"score_spread":0.22286887165937438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404592093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98952836,0.0007293822,0.0064603877,0.00002382301,0.000015201556,0.00004031503,0.00019517705,0.000057223417,0.0029500283],"genre_scores_gemma":[0.98586535,0.0007922034,0.009218213,0.000032237243,0.0000036322344,0.000034498775,0.00030431984,0.000033047487,0.0037164954],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989736,0.000007844867,0.000006652495,0.000020969239,0.00004389625,0.0000232494],"domain_scores_gemma":[0.9999416,0.0000060470898,0.000015497952,0.000005081686,0.000017239294,0.00001451366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001244632,0.000639125,0.00022648941,0.00035925204,0.00012980647,0.00025578565,0.00015648393,0.00030380554,0.0009177107],"category_scores_gemma":[0.000090117996,0.00019935242,0.0003395516,0.0001883474,0.00011203083,0.0002279044,0.00022837774,0.00043886623,0.00027884092],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001801061,0.000014786724,0.00013830664,0.00006379868,0.000004618305,0.00008438486,0.00001220564,0.00021106045,0.9975955,0.0000527937,0.000019723802,0.0017848888],"study_design_scores_gemma":[0.0000022291044,0.00012994045,0.0014591296,0.000013465264,0.000011358132,0.00010598465,0.000019304258,0.00053156726,0.9961999,0.000015549946,0.0015070541,0.0000044374005],"about_ca_topic_score_codex":0.00053058384,"about_ca_topic_score_gemma":0.0035234436,"teacher_disagreement_score":0.0009177107,"about_ca_system_score_codex":0.000165039,"about_ca_system_score_gemma":0.00016161974,"threshold_uncertainty_score":0.0030699968},"labels":[],"label_agreement":null},{"id":"W4404721093","doi":"10.3390/polym16233289","title":"Effect of Treatment Methods on Material Properties and Performance of Sawdust-Concrete and Sawdust-Polymer Composites","year":2024,"lang":"en","type":"review","venue":"Polymers","topic":"Innovations in Concrete and Construction Materials","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 Regina","funders":"University of Regina","keywords":"Sawdust; Materials science; Composite material; Ultimate tensile strength; Durability; Compressive strength; Absorption of water; Composite number; Curing (chemistry); Pulp and paper industry; Engineering","score_opus":0.031708034931969,"score_gpt":0.3111914906542983,"score_spread":0.2794834557223293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404721093","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9812073,0.013030322,0.0013889833,0.00004373006,0.000081354934,0.00005368046,0.00038869312,0.0000649131,0.0037409193],"genre_scores_gemma":[0.9869214,0.008158774,0.0024258033,0.00005773374,0.000019992209,0.00006688232,0.0002701539,0.00003780455,0.0020414342],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996878,0.00003440322,0.00004553967,0.00007017533,0.00011895099,0.000043250016],"domain_scores_gemma":[0.999607,0.00013462383,0.000113933434,0.000026200738,0.00008254094,0.000035650544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003111965,0.00062890124,0.00033612442,0.0005758171,0.00022970921,0.00028018694,0.00019835452,0.00029465274,0.001654239],"category_scores_gemma":[0.0005225472,0.0002663214,0.0004267897,0.000614296,0.00016363469,0.000396954,0.00015616512,0.00062359485,0.00040177317],"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":[0.00019374493,0.0000878371,0.000605044,0.0006871839,0.00004011333,0.00009221777,0.00006312627,0.0006654314,0.9875661,0.00009666219,0.00010412319,0.009798302],"study_design_scores_gemma":[0.000005164997,0.00065415684,0.0075819865,0.00004418263,0.000099126904,0.00007537934,0.00005491537,0.00067143986,0.9882422,0.000033999277,0.0025183472,0.000019088771],"about_ca_topic_score_codex":0.0009019089,"about_ca_topic_score_gemma":0.003223846,"teacher_disagreement_score":0.001654239,"about_ca_system_score_codex":0.00019818438,"about_ca_system_score_gemma":0.00025618516,"threshold_uncertainty_score":0.0055339932},"labels":[],"label_agreement":null},{"id":"W4404727874","doi":"10.1016/j.cemconcomp.2024.105853","title":"Minimizing the carbon footprint of 3D printing concrete: Leveraging parametric LCA and neural networks through multiobjective optimization","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","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":"Agence Nationale de la Recherche","keywords":"Carbon footprint; Footprint; 3D printing; Artificial neural network; Parametric statistics; Computer science; Multi-objective optimization; Carbon fibers; Process engineering; Parametric model; Environmental science; Engineering; Greenhouse gas; Artificial intelligence; Mechanical engineering; Machine learning; Algorithm; Composite number; Geology; Mathematics","score_opus":0.01345000367361728,"score_gpt":0.2207517036467672,"score_spread":0.2073016999731499,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404727874","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35246587,0.00045159788,0.6379418,0.00012890265,0.000021382188,0.00004914019,0.00006012795,0.0004519292,0.008429183],"genre_scores_gemma":[0.86746186,0.00013510727,0.13074866,0.000029273608,0.00000502483,0.00005318367,0.000035363217,0.000049400085,0.0014819752],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983585,0.000036066478,0.0000070061105,0.00002656215,0.00007504852,0.000019336467],"domain_scores_gemma":[0.99977773,0.000112264664,0.000042419408,0.000029811217,0.000026135383,0.000011727735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036665614,0.0005673649,0.00032779423,0.00041265783,0.00017352578,0.00070611486,0.0004316566,0.00066329865,0.00076899974],"category_scores_gemma":[0.00049704954,0.0003159907,0.0004548266,0.00030496402,0.00040394397,0.00053901575,0.00057160296,0.0005000922,0.00019076896],"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":[0.0000306311,0.00005045084,0.00046942462,0.000040373332,0.000018786413,0.00003472131,0.000012493664,0.9246011,0.04642864,0.0008790848,0.00007230926,0.02736205],"study_design_scores_gemma":[0.0000019508768,0.000034242956,0.0001902315,0.0000029627704,0.00000436933,0.000009634485,0.0000033331723,0.9855971,0.013559755,0.00035536432,0.00023583586,0.0000053091157],"about_ca_topic_score_codex":0.0010996269,"about_ca_topic_score_gemma":0.0026213103,"teacher_disagreement_score":0.0010996269,"about_ca_system_score_codex":0.00053662254,"about_ca_system_score_gemma":0.0003991602,"threshold_uncertainty_score":0.0038934946},"labels":[],"label_agreement":null},{"id":"W4404732043","doi":"10.1016/j.cemconcomp.2024.105869","title":"Rheology and early-age structure development in binary and ternary blends modified with novel graphene types","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","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":"Hydro One (Canada); Canadian Hydrographic Service","funders":"Office of Integrative Activities; Arizona State University; National Science Foundation","keywords":"Ternary operation; Rheology; Graphene; Materials science; Binary number; Chemical engineering; Polymer science; Nanotechnology; Composite material; Computer science; Mathematics; Engineering; Arithmetic","score_opus":0.009180848082416442,"score_gpt":0.20139843167214935,"score_spread":0.1922175835897329,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404732043","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99891603,0.0002100194,0.00027219148,0.000010331297,0.000009225056,0.0000025207735,0.00007995763,0.000016606955,0.00048326392],"genre_scores_gemma":[0.9988192,0.00008768834,0.00018595073,0.0000061658898,0.0000019313093,0.0000029180871,0.00007598607,0.0000097579805,0.00081042683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999125,0.000007831284,0.000006598338,0.00002190466,0.00002606204,0.000025112957],"domain_scores_gemma":[0.9998579,0.000021869859,0.000055873654,0.000009522079,0.000027641821,0.000027189046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009282167,0.00022398947,0.00012593989,0.00036748318,0.0001194323,0.00021470219,0.0001502112,0.00020413715,0.0023332813],"category_scores_gemma":[0.0002483821,0.00014626718,0.00012539777,0.0002475893,0.00020239945,0.0002985536,0.00012400358,0.00034199207,0.0001987974],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016566427,0.000018958222,0.0004563774,0.000020168995,0.000006026178,0.000028572114,0.000027497457,0.00010968909,0.99830127,0.000070152964,0.000022920385,0.00077262585],"study_design_scores_gemma":[0.000005601796,0.00008891912,0.0066470127,0.0000042219463,0.000014245646,0.000028973445,0.000037126298,0.0013062769,0.9914473,0.000021131042,0.0003913714,0.00000774851],"about_ca_topic_score_codex":0.0008186716,"about_ca_topic_score_gemma":0.0013688151,"teacher_disagreement_score":0.0023332813,"about_ca_system_score_codex":0.00015491368,"about_ca_system_score_gemma":0.00007439097,"threshold_uncertainty_score":0.007805586},"labels":[],"label_agreement":null},{"id":"W4404967160","doi":"10.23967/wccm.2024.113","title":"Constitutive modelling of wood-based materials","year":2024,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"FPInnovations","funders":"","keywords":"Computer science; Constitutive equation; Engineering; Structural engineering; Finite element method","score_opus":0.023009808161344483,"score_gpt":0.2197378468251312,"score_spread":0.19672803866378671,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404967160","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.029619858,0.0019118747,0.9460114,0.000095364914,0.000063169864,0.000081683276,0.0005417541,0.000400371,0.021274472],"genre_scores_gemma":[0.7376502,0.006831103,0.21409623,0.00012659586,0.00010531129,0.00041362818,0.0015464198,0.0003785915,0.038851798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999775,0.000041562267,0.000014708728,0.000042675896,0.00010205364,0.00002414329],"domain_scores_gemma":[0.999856,0.000049470586,0.000024137717,0.000022401837,0.000039136135,0.000008841498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028036357,0.0005244141,0.00051258487,0.00076915696,0.00027992766,0.0008592215,0.0011466973,0.0009665678,0.0013975326],"category_scores_gemma":[0.0005200635,0.000323891,0.00060571305,0.0008064443,0.00046145453,0.0008230108,0.0004469118,0.0005629974,0.0008121878],"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":[0.000012849284,0.000051943214,0.0006907313,0.00019878172,0.000019496212,0.00026902452,0.00018200176,0.8514087,0.03528195,0.0740824,0.001146168,0.036656015],"study_design_scores_gemma":[0.0000027794947,0.000018668416,0.0006219459,0.00003208983,0.000011442376,0.00019205868,0.000033019143,0.9690708,0.003827193,0.010746079,0.01542945,0.000014461868],"about_ca_topic_score_codex":0.0019156329,"about_ca_topic_score_gemma":0.0024421841,"teacher_disagreement_score":0.0019156329,"about_ca_system_score_codex":0.00033093203,"about_ca_system_score_gemma":0.00046900802,"threshold_uncertainty_score":0.00467515},"labels":[],"label_agreement":null},{"id":"W4405079539","doi":"10.1007/978-981-97-8313-7_49","title":"Hygrothermal Performance of a Masonry Overcladding Prefabricated Exterior Energy Retrofit in Ottawa","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"Natural Resources Canada","funders":"","keywords":"Masonry; Architectural engineering; Engineering; Structural engineering; Civil engineering","score_opus":0.006219077276506955,"score_gpt":0.18522941713928956,"score_spread":0.1790103398627826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405079539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99654466,0.00003810243,0.0000742875,0.0000075743974,0.0000022402094,0.000005688803,0.00012255194,0.000010405534,0.0031944106],"genre_scores_gemma":[0.9866236,0.00005168021,0.00017782896,0.0000052546015,5.9393653e-7,0.0000024904516,0.00017859855,0.000011588243,0.012948425],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99980706,0.000013592581,0.000007689226,0.00003593587,0.00009161243,0.000044086017],"domain_scores_gemma":[0.9998528,0.00001688758,0.000012158032,0.00000875094,0.000086874905,0.000022566162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017766499,0.0002579641,0.00031184603,0.00032237626,0.001746742,0.00062269,0.000513837,0.00025758884,0.0027881996],"category_scores_gemma":[0.00014820135,0.00021188475,0.00032173732,0.00044156198,0.0005237038,0.0002111734,0.00028878232,0.00032197632,0.00063359534],"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":[0.0045057246,0.00057336217,0.112520605,0.00019198132,0.00006963242,0.0020328995,0.0043549184,0.016144628,0.80392706,0.00067629194,0.0023327835,0.052670088],"study_design_scores_gemma":[0.000039215498,0.0027991903,0.746615,0.00002471291,0.00013409364,0.00053411105,0.007037714,0.004460504,0.2263508,0.00007839409,0.011837392,0.000088924025],"about_ca_topic_score_codex":0.5464205,"about_ca_topic_score_gemma":0.8506583,"teacher_disagreement_score":0.4535795,"about_ca_system_score_codex":0.0038262843,"about_ca_system_score_gemma":0.0014963427,"threshold_uncertainty_score":0.9125014},"labels":[],"label_agreement":null},{"id":"W4405186387","doi":"10.1016/j.cscm.2024.e04064","title":"A case study on the impact of fiber distribution on X-connections of complex-shaped UHPFRC footbridges cast with recyclable formwork","year":2024,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Innovations in Concrete and Construction Materials","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":"Geological Survey of Canada; Polytechnique Montréal; Université Laval","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Formwork; Structural engineering; Fiber; Civil engineering; Engineering; Materials science; Composite material","score_opus":0.06891293461002045,"score_gpt":0.33203785900713273,"score_spread":0.26312492439711227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405186387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98661625,0.0001321576,0.0077030375,0.00007550226,0.000021941858,0.000073547104,0.0000695369,0.000066782864,0.005241111],"genre_scores_gemma":[0.9897149,0.00008106895,0.005396995,0.000013707132,0.0000048620827,0.000018385901,0.000040940988,0.000020759362,0.0047083795],"study_design_codex":"bench_or_experimental","study_design_gemma":"case_report","domain_scores_codex":[0.99923456,0.000142626,0.00003235598,0.000115885574,0.00035927678,0.00011527218],"domain_scores_gemma":[0.9994462,0.00018197976,0.00008373971,0.00009724913,0.00011052018,0.00008020786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000757421,0.0006140103,0.00028769654,0.00072710565,0.0016000294,0.00084634026,0.0010194217,0.0016129223,0.0029482995],"category_scores_gemma":[0.0011128878,0.00025409,0.00040597335,0.0005769518,0.001136038,0.0005406737,0.0007253043,0.0004879125,0.0005202355],"study_design_candidate":"case_report","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012284328,0.0014351634,0.086906165,0.0007842455,0.00011585881,0.1431199,0.013721756,0.18566777,0.38755444,0.012198263,0.0036858662,0.16358215],"study_design_scores_gemma":[0.00019108916,0.006658793,0.18025103,0.000543845,0.00035707478,0.04864602,0.03548465,0.214254,0.41217858,0.0063230456,0.09472885,0.00038304768],"about_ca_topic_score_codex":0.005030003,"about_ca_topic_score_gemma":0.018044906,"teacher_disagreement_score":0.005030003,"about_ca_system_score_codex":0.00060640625,"about_ca_system_score_gemma":0.0006507362,"threshold_uncertainty_score":0.010001481},"labels":[],"label_agreement":null},{"id":"W4405190024","doi":"10.1617/s11527-024-02381-3","title":"Correction: Standardisation of low clinker cements containing calcined clay and limestone: a review by RILEM TC-282 CCL","year":2024,"lang":"en","type":"review","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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":"Engineering and Physical Sciences Research Council","keywords":"Calcination; Clinker (cement); Solid mechanics; Materials science; Mineralogy; Cement; Geotechnical engineering; Metallurgy; Geology; Composite material; Chemistry; Portland cement","score_opus":0.017221595983370596,"score_gpt":0.3054346517181816,"score_spread":0.28821305573481104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405190024","genre_codex":"editorial","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00033806934,0.27934787,0.0014926024,0.04790241,0.6629255,0.00013230018,0.0023005218,0.0002962879,0.005264445],"genre_scores_gemma":[0.009990177,0.5981245,0.0076467064,0.086462386,0.16201392,0.000492964,0.004659106,0.00075768266,0.12985243],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9972855,0.0004266581,0.0006619008,0.0002962796,0.0011449781,0.00018464918],"domain_scores_gemma":[0.98971856,0.0012717122,0.0010783359,0.00050755776,0.007051259,0.0003725423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0041272184,0.0015269287,0.0020845921,0.0035432645,0.0005303361,0.0022864335,0.002035739,0.003222593,0.01707724],"category_scores_gemma":[0.015745783,0.00050692284,0.0012398036,0.00265073,0.0014989304,0.0017732523,0.001619823,0.0045649502,0.013954281],"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":[0.00007938673,0.000012905002,0.000061015424,0.0053067673,0.00004316161,0.00015072628,0.000025339452,0.000039511266,0.00045414548,0.0005983768,0.92432773,0.06890087],"study_design_scores_gemma":[0.00004319964,0.000028632381,0.000486379,0.0013496138,0.000058273847,0.00033269764,0.00001869028,0.000019194385,0.00035328075,0.0002122295,0.9970847,0.000013191567],"about_ca_topic_score_codex":0.007323849,"about_ca_topic_score_gemma":0.013632141,"teacher_disagreement_score":0.01707724,"about_ca_system_score_codex":0.0015457878,"about_ca_system_score_gemma":0.006568751,"threshold_uncertainty_score":0.057129025},"labels":[],"label_agreement":null},{"id":"W4405203205","doi":"10.4012/dmj.2023-207-e","title":"Erratum to: Mechanical properties and degree of conversion of resin-based core build-up materials and short fiber-reinforced flowable resin-based composite","year":2024,"lang":"en","type":"erratum","venue":"Dental Materials Journal","topic":"Innovations in Concrete and Construction Materials","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 Manitoba","funders":"","keywords":"Materials science; Composite material; Composite number; Core (optical fiber); Resin composite; Fiber; Degree (music); Fiber-reinforced composite","score_opus":0.029372224174153163,"score_gpt":0.23922072533683383,"score_spread":0.20984850116268067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405203205","genre_codex":"editorial","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00480637,0.007026023,0.0009797354,0.018533621,0.9476503,0.0000909568,0.0013985294,0.0002555758,0.019258853],"genre_scores_gemma":[0.044882167,0.021368649,0.00626772,0.0312218,0.11697682,0.0002319188,0.0042481367,0.0008278537,0.773975],"study_design_codex":"not_applicable","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998879,0.000083647574,0.00023705876,0.00010636944,0.00060311094,0.00009081764],"domain_scores_gemma":[0.9952017,0.0013926574,0.0002355515,0.00027976942,0.0026729181,0.00021742196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081268215,0.0021401686,0.0015507835,0.0019822472,0.002150373,0.0010349039,0.0019102487,0.0037090867,0.026888164],"category_scores_gemma":[0.0073840576,0.00090291584,0.0010386815,0.0012554982,0.00091270765,0.0010675351,0.0006221893,0.0027349268,0.02182425],"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":[0.00045502413,0.00014806703,0.00049955136,0.00055407017,0.000021404969,0.0019413439,0.00006488154,0.0002146774,0.0023708479,0.0009725852,0.955036,0.037721626],"study_design_scores_gemma":[0.00007260277,0.0004640827,0.0084258085,0.00039092838,0.00011138154,0.0030135533,0.00026047655,0.0007948868,0.007970787,0.0011995046,0.97721213,0.00008383444],"about_ca_topic_score_codex":0.006954533,"about_ca_topic_score_gemma":0.010440853,"teacher_disagreement_score":0.026888164,"about_ca_system_score_codex":0.0016999196,"about_ca_system_score_gemma":0.0015156514,"threshold_uncertainty_score":0.089949846},"labels":[],"label_agreement":null},{"id":"W4405495513","doi":"10.1007/978-3-031-61503-0_25","title":"Robotic Programming for Simplified Construction Applications","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"Computer science; Programming language; Software engineering","score_opus":0.009910007168486891,"score_gpt":0.21586942903988257,"score_spread":0.20595942187139568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405495513","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009755806,0.00056965306,0.93756294,0.00010518436,0.000065725144,0.00004489017,0.00014487823,0.0009439493,0.050807018],"genre_scores_gemma":[0.25104475,0.0017913759,0.66069573,0.00015114446,0.000109013214,0.0003912803,0.00082268304,0.0012327908,0.08376121],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998783,0.000022654242,0.0000043896066,0.000022406033,0.000056888533,0.000015327192],"domain_scores_gemma":[0.999915,0.00004070104,0.000006345522,0.000019337886,0.000013473449,0.0000052032924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001137761,0.0006578881,0.0006558051,0.00023482215,0.00033390784,0.0005142488,0.0009389257,0.00037524322,0.014196497],"category_scores_gemma":[0.00040179904,0.00040693118,0.0005977471,0.00042600418,0.00042314775,0.0006085122,0.0008736619,0.0011267682,0.0027022325],"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":[0.00007933051,0.00006656749,0.0001592956,0.0004101914,0.00002717692,0.00009280428,0.000113903916,0.5324471,0.015541266,0.13187866,0.013538756,0.305645],"study_design_scores_gemma":[0.000016526597,0.00004649454,0.00024300786,0.000044777113,0.000011927264,0.00009064257,0.00002873414,0.86499685,0.0030768975,0.08681678,0.04461229,0.000015002087],"about_ca_topic_score_codex":0.0016371983,"about_ca_topic_score_gemma":0.0026781568,"teacher_disagreement_score":0.014196497,"about_ca_system_score_codex":0.00029991186,"about_ca_system_score_gemma":0.0003035227,"threshold_uncertainty_score":0.047491968},"labels":[],"label_agreement":null},{"id":"W4405704968","doi":"10.1016/j.conbuildmat.2024.139661","title":"Use of polysaccharides as a rheology modifying admixture for alkali activated materials for 3D printing","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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":"","keywords":"Rheology; 3D printing; Materials science; Polysaccharide; Alkali metal; Chemical engineering; Polymer science; Composite material; Chemistry; Organic chemistry; Engineering","score_opus":0.027848806179477697,"score_gpt":0.27251209719175107,"score_spread":0.24466329101227338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405704968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9569287,0.0061939787,0.032540597,0.00013750573,0.000115014554,0.00013517975,0.00026786275,0.00018824692,0.0034929179],"genre_scores_gemma":[0.94960177,0.0036998847,0.04332737,0.00011110324,0.000026975464,0.00010952896,0.00018236271,0.00007346179,0.0028675841],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997936,0.00003466038,0.000019780218,0.000039333234,0.0000935684,0.000019136098],"domain_scores_gemma":[0.9997564,0.00007672564,0.000081119455,0.000029882765,0.000033359694,0.000022521765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003050568,0.0003442949,0.00020747281,0.00039653815,0.00017787518,0.00039682593,0.00019513363,0.0003445484,0.0009644759],"category_scores_gemma":[0.00043267664,0.00017096355,0.00040765395,0.00025430304,0.00016983435,0.00044186387,0.00029174058,0.0007890915,0.00029975318],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025305257,0.000013819654,0.00010850207,0.00011458671,0.000007071588,0.00005505691,0.000026567652,0.00015444317,0.99563134,0.00010160877,0.000016909586,0.0037448644],"study_design_scores_gemma":[0.0000020527646,0.00012643666,0.00059885223,0.000011047385,0.000014614096,0.000090282585,0.000016617241,0.00039909856,0.99649185,0.000030734333,0.0022113058,0.000007096597],"about_ca_topic_score_codex":0.00016115978,"about_ca_topic_score_gemma":0.00043992428,"teacher_disagreement_score":0.0009644759,"about_ca_system_score_codex":0.00015167697,"about_ca_system_score_gemma":0.00015812396,"threshold_uncertainty_score":0.003226459},"labels":[],"label_agreement":null},{"id":"W4405733879","doi":"10.18280/i2m.230605","title":"Enhancing the Mechanical Properties and Sustainability of Polymer-Modified Cementitious Tile Adhesives Using Recycled Materials","year":2024,"lang":"en","type":"article","venue":"Instrumentation Mesure Métrologie","topic":"Innovations in Concrete and Construction Materials","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":"Tile; Cementitious; Adhesive; Materials science; Polymer; Composite material; Sustainability; Polymer science; Cement","score_opus":0.030730013275348293,"score_gpt":0.2744375393958883,"score_spread":0.24370752612053997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405733879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99515367,0.0020661228,0.00183,0.000024770241,0.000015724336,0.000014367655,0.00005579537,0.00001873415,0.0008208286],"genre_scores_gemma":[0.9952532,0.0012340512,0.0023915828,0.000019406241,0.000006958088,0.000015542399,0.00007627202,0.000010461336,0.0009925057],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998752,0.000016170761,0.00001169362,0.000022597831,0.000050012324,0.000024266117],"domain_scores_gemma":[0.99988747,0.000015350535,0.00004664871,0.00000640824,0.000031506563,0.000012634522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013753588,0.00048752915,0.000190332,0.00037375232,0.00013311858,0.00028367018,0.0001525209,0.00026348062,0.00057807163],"category_scores_gemma":[0.00018994077,0.00016058562,0.0003102027,0.0002252378,0.00011749011,0.0003337191,0.00015495784,0.00036173107,0.0001760285],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023271956,0.000021446307,0.00024280086,0.000120152166,0.000006574124,0.000055994373,0.000019150968,0.00014931748,0.9969739,0.00003999246,0.000013460235,0.0023340145],"study_design_scores_gemma":[0.000002820459,0.00042223147,0.0032200501,0.0000102779795,0.000026231353,0.000096342104,0.00003175238,0.00048738133,0.99432397,0.000014824249,0.0013571735,0.0000068987697],"about_ca_topic_score_codex":0.00027310805,"about_ca_topic_score_gemma":0.0012466224,"teacher_disagreement_score":0.00057807163,"about_ca_system_score_codex":0.0001275818,"about_ca_system_score_gemma":0.00015619906,"threshold_uncertainty_score":0.0019338727},"labels":[],"label_agreement":null},{"id":"W4405843585","doi":"10.18280/rcma.340608","title":"Behavior of Hybrid Composite System for Fibrous Ferro-Foam Cement","year":2024,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"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":"Composite number; Composite material; Cement; Materials science; Foam concrete","score_opus":0.055161108873461005,"score_gpt":0.2905667139694256,"score_spread":0.23540560509596462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405843585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99821067,0.0003424892,0.0006294233,0.000013921455,0.000017793998,0.0000049633836,0.00009898928,0.00004761857,0.0006341597],"genre_scores_gemma":[0.998716,0.000085453205,0.00032513367,0.0000078226585,0.000002544249,0.0000036599747,0.00007672632,0.000010451983,0.00077232905],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977034,0.000029186065,0.0000094561365,0.000065388434,0.00006153539,0.0000641975],"domain_scores_gemma":[0.99971014,0.00010380053,0.000040439958,0.000017327744,0.00008455663,0.00004369263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020861557,0.0002620921,0.00026336938,0.0003106718,0.00023716108,0.00026548683,0.00021271489,0.00032314306,0.0037007493],"category_scores_gemma":[0.0004001744,0.00013585304,0.0002512893,0.00025279963,0.00025617465,0.00033040904,0.00015285985,0.0003054817,0.00035567998],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007877185,0.00004898828,0.00037514814,0.00008766993,0.000017840212,0.00008977147,0.00007146771,0.0011582036,0.99474937,0.000119669785,0.00009485285,0.0023993242],"study_design_scores_gemma":[0.00001263949,0.0006292736,0.0024961655,0.0000054550073,0.000021820197,0.000057845315,0.000041633877,0.005349198,0.9906013,0.000030994626,0.000739172,0.000014510551],"about_ca_topic_score_codex":0.00137301,"about_ca_topic_score_gemma":0.0016479628,"teacher_disagreement_score":0.0037007493,"about_ca_system_score_codex":0.00025546612,"about_ca_system_score_gemma":0.00019808974,"threshold_uncertainty_score":0.012380302},"labels":[],"label_agreement":null},{"id":"W4405853834","doi":"10.18280/rcma.340615","title":"Performance Evaluation of Reactive Powder Concrete Structural Members Based on Experimental and Numerical Analysis: A Review","year":2024,"lang":"en","type":"review","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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; Composite material; Structural engineering; Computer science; Forensic engineering; Engineering","score_opus":0.08283126883809633,"score_gpt":0.358889444315734,"score_spread":0.27605817547763767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405853834","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0027637258,0.9942352,0.0015013968,0.00006080617,0.00010381683,0.000017367809,0.0000808787,0.0000121263965,0.0012246713],"genre_scores_gemma":[0.012227224,0.9844267,0.0021767584,0.00007649383,0.000121681536,0.000025826455,0.00013288305,0.000010092021,0.00080229435],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99901843,0.00009818336,0.00013100464,0.00021566758,0.0004971325,0.000039648672],"domain_scores_gemma":[0.9984549,0.0007040332,0.0003026737,0.000052665368,0.00045627443,0.00002951449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016651312,0.001609089,0.0027021784,0.0033098953,0.00023046056,0.0012012189,0.0017288917,0.0012023007,0.0017903125],"category_scores_gemma":[0.0018082346,0.0006201879,0.0010333454,0.0034462824,0.0006466435,0.0013492429,0.00061043113,0.00059902837,0.0008646539],"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":[0.00019086793,0.00026125426,0.000979617,0.06501543,0.0003409888,0.0001034857,0.00010458859,0.004564786,0.019137988,0.0024371939,0.0046772687,0.90218645],"study_design_scores_gemma":[0.0001076433,0.0020429252,0.011875386,0.022205364,0.0027994697,0.0018950426,0.00057536183,0.0051016565,0.056321308,0.0034237907,0.8933022,0.00034978957],"about_ca_topic_score_codex":0.0014931529,"about_ca_topic_score_gemma":0.0022733123,"teacher_disagreement_score":0.0033098953,"about_ca_system_score_codex":0.0005341743,"about_ca_system_score_gemma":0.0012216705,"threshold_uncertainty_score":0.008806169},"labels":[],"label_agreement":null},{"id":"W4405867847","doi":"10.2139/ssrn.5074641","title":"A Novel Low-Cost Hybrid Retrofitting Scheme for Brick Masonry Model Utilizing Pp Bands and Coconut Fiber Reinforced Mortar","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Lakehead University","funders":"","keywords":"Retrofitting; Mortar; Masonry; Scheme (mathematics); Fiber; Structural engineering; Brick; Materials science; Engineering; Composite material; Mathematics","score_opus":0.015704762112148888,"score_gpt":0.2475912490846588,"score_spread":0.2318864869725099,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405867847","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23409143,0.00014442591,0.7541942,0.000048015627,0.000074438234,0.00007002829,0.00007715699,0.0014406873,0.009859621],"genre_scores_gemma":[0.8521771,0.000087289496,0.13823579,0.000024047622,0.000016738146,0.00004047371,0.00011317925,0.00006350059,0.0092418855],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986684,0.000012670703,0.000004761593,0.000028886925,0.00006972776,0.000017067798],"domain_scores_gemma":[0.99992275,0.000007663612,0.000010644257,0.00002637156,0.000024122919,0.000008546638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010859143,0.0004992394,0.00041326688,0.00031800926,0.00023617453,0.0002820916,0.0010325585,0.00040256427,0.0035562718],"category_scores_gemma":[0.000113578375,0.00022631027,0.00033542607,0.00028412163,0.00015376224,0.0004905851,0.00038772536,0.0002760305,0.0010067448],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004193566,0.00029480882,0.0019716446,0.00023443294,0.000057090507,0.00037493304,0.000079290585,0.07982681,0.63991904,0.0058057616,0.0018981223,0.2691187],"study_design_scores_gemma":[0.000038802595,0.0010557788,0.0030993565,0.000021906142,0.00008659909,0.00079512625,0.00005968596,0.8156067,0.16697334,0.0008917526,0.011311449,0.000059480826],"about_ca_topic_score_codex":0.0005131542,"about_ca_topic_score_gemma":0.0011851512,"teacher_disagreement_score":0.0035562718,"about_ca_system_score_codex":0.00010896651,"about_ca_system_score_gemma":0.00016008693,"threshold_uncertainty_score":0.011896968},"labels":[],"label_agreement":null},{"id":"W4405908091","doi":"10.2139/ssrn.5063488","title":"Multi-Objective Optimization of Alkali-Activated Materials Considering Drying Shrinkage, Cost and CO2 Emissions Based on Machine Learning Models","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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 Toronto; McMaster University","funders":"","keywords":"Shrinkage; Alkali metal; Process engineering; Computer science; Materials science; Engineering; Composite material; Chemistry; Organic chemistry","score_opus":0.018744923556675543,"score_gpt":0.24821029343046444,"score_spread":0.2294653698737889,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405908091","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44205865,0.0029325676,0.5347774,0.0006435012,0.00017904573,0.00019120326,0.00054342323,0.0003315883,0.018342588],"genre_scores_gemma":[0.96939385,0.00049865694,0.024592858,0.000063853164,0.000040966464,0.00015432975,0.000210492,0.000063164225,0.0049817613],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996068,0.00015494027,0.000018528708,0.000069207315,0.00008590693,0.000064722575],"domain_scores_gemma":[0.9986696,0.0009856452,0.000111735324,0.00003284273,0.00015188918,0.000048164264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014657401,0.0014022125,0.0021884516,0.0010609253,0.000516557,0.0019432256,0.0010398865,0.0023811178,0.002302175],"category_scores_gemma":[0.0018026506,0.00089661294,0.0015393742,0.0011297845,0.0007857775,0.0010531422,0.0007606318,0.0013105595,0.000262997],"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":[0.000017110313,0.000014323195,0.000060166873,0.000022089935,0.00000830296,0.000011937442,0.0000026667424,0.9982849,0.00019006003,0.00024516252,0.00003618031,0.0011070156],"study_design_scores_gemma":[0.0000033318242,0.000013353455,0.00006598558,0.000002713175,0.000004140453,0.0000019716927,0.000002852011,0.99950755,0.00014450712,0.00021202696,0.00003990306,0.0000017417575],"about_ca_topic_score_codex":0.01010397,"about_ca_topic_score_gemma":0.0067525874,"teacher_disagreement_score":0.01010397,"about_ca_system_score_codex":0.001253498,"about_ca_system_score_gemma":0.0012654142,"threshold_uncertainty_score":0.020090342},"labels":[],"label_agreement":null},{"id":"W4406487001","doi":"10.1016/s0197-2510(10)70127-3","title":"10.1016/s0197-2510(10)70127-3","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Innovations in Concrete and Construction Materials","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":"Filtration (mathematics); Mathematics; Statistics","score_opus":0.004227640129935485,"score_gpt":0.1552759796745148,"score_spread":0.15104833954457933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406487001","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00032426722,0.0003521202,0.00058552,0.0002569418,0.00025392097,0.000083565676,0.0005672998,0.0006911265,0.9968851],"genre_scores_gemma":[0.00046364716,0.00016981171,0.00024744996,0.00012108878,0.000056871333,0.00004662706,0.00029706632,0.000121001736,0.99847645],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992938,0.00004357953,0.000056699017,0.00024905257,0.0002175009,0.00013933444],"domain_scores_gemma":[0.99789536,0.0005889663,0.00014106491,0.00022410948,0.00048423043,0.0006661481],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.001047669,0.0028021673,0.0019033616,0.003135803,0.00235092,0.004096778,0.0035351522,0.0061332243,0.9886071],"category_scores_gemma":[0.0015824308,0.0009638247,0.0015047536,0.0027449904,0.001875448,0.0047581457,0.0030800984,0.0024864126,0.9928099],"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":[0.0003031479,0.00020419121,0.00072022347,0.00073292776,0.000037635225,0.00026819317,0.00011964523,0.00046545843,0.002282642,0.0069324384,0.34073472,0.64719874],"study_design_scores_gemma":[0.000041413503,0.00010544422,0.0004992136,0.0003108425,0.000012295183,0.00029325302,0.00009608765,0.00018363509,0.00036093625,0.00058313046,0.99749327,0.000020557673],"about_ca_topic_score_codex":0.003971515,"about_ca_topic_score_gemma":0.0033671628,"teacher_disagreement_score":0.011392891,"about_ca_system_score_codex":0.0012903473,"about_ca_system_score_gemma":0.0013241954,"threshold_uncertainty_score":0.01625055},"labels":[],"label_agreement":null},{"id":"W4406825428","doi":"10.18280/mmep.120115","title":"Direct Shear of Self-Consolidating Concrete and Conventional Concrete with Different Coarse Aggregate Size","year":2025,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Innovations in Concrete and Construction Materials","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":"Self-consolidating concrete; Aggregate (composite); Materials science; Composite material; Geotechnical engineering; Shear (geology); Geology; Compressive strength","score_opus":0.00939615744541975,"score_gpt":0.1957310636738596,"score_spread":0.18633490622843984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406825428","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99859506,0.00009391708,0.0005303874,0.0000033013537,0.000004143021,0.000007739651,0.000091692425,0.000010284083,0.0006633951],"genre_scores_gemma":[0.9979285,0.00008496133,0.0007704964,0.0000050352683,0.0000018512433,0.000005395907,0.00015471435,0.000004926335,0.0010441117],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962056,0.000031050247,0.00002629281,0.00009847057,0.00018012052,0.000043398075],"domain_scores_gemma":[0.99949324,0.00010019075,0.00010381354,0.00007163322,0.00016973242,0.00006136371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039715896,0.0005821857,0.0002576303,0.0006001255,0.0002278201,0.00023195452,0.00028128913,0.00029951293,0.0018819207],"category_scores_gemma":[0.0004594018,0.00022088441,0.00034241503,0.00037710133,0.00040944916,0.00032823047,0.00038698997,0.00032650458,0.00026523764],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013120251,0.0002448284,0.03983944,0.00021408737,0.000064653934,0.00035919264,0.00032948892,0.013377636,0.92421746,0.00033409975,0.00011884739,0.019588178],"study_design_scores_gemma":[0.000039255145,0.006348914,0.22143786,0.000038595354,0.00012916344,0.00037740832,0.00077967806,0.018512938,0.7494596,0.00024312425,0.0025828085,0.000050650353],"about_ca_topic_score_codex":0.0016739124,"about_ca_topic_score_gemma":0.007594354,"teacher_disagreement_score":0.0018819207,"about_ca_system_score_codex":0.0002697362,"about_ca_system_score_gemma":0.00022588085,"threshold_uncertainty_score":0.006295681},"labels":[],"label_agreement":null},{"id":"W4406919875","doi":"10.1061/jsendh.steng-13908","title":"Improving the Ductility of Concrete Beams Reinforced with Topologically Optimized Steel","year":2025,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Ductility (Earth science); Materials science; Structural engineering; Reinforced concrete; Composite material; Engineering; Creep","score_opus":0.005007979893288765,"score_gpt":0.200978799345396,"score_spread":0.19597081945210723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406919875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.736482,0.00017592966,0.25816932,0.00003182609,0.0000146354305,0.000015664611,0.000087858396,0.0004767765,0.004545948],"genre_scores_gemma":[0.9748058,0.000076446704,0.024256289,0.000007435386,0.0000016210041,0.0000104437795,0.000054318487,0.00004201344,0.0007456413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988794,0.000017743914,0.000005516901,0.00002108167,0.00004787048,0.000019856176],"domain_scores_gemma":[0.9997626,0.000055496133,0.00007907843,0.00004410117,0.00004456459,0.000014063665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002829123,0.00047438467,0.00019837514,0.000493485,0.00010554172,0.00023582912,0.0004353215,0.00027544607,0.0010635848],"category_scores_gemma":[0.0004459945,0.00022214191,0.0002892786,0.00022062549,0.0003023262,0.00038108297,0.00029784115,0.00017694074,0.00030783637],"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":[0.00011495589,0.00007386894,0.0033958608,0.00014502769,0.000030504727,0.00012122821,0.0000745834,0.52043736,0.43912593,0.005350347,0.0002138788,0.030916385],"study_design_scores_gemma":[0.000015913572,0.0004796415,0.0037975907,0.000018603325,0.0000389985,0.000116636176,0.000044536835,0.77699345,0.215228,0.0012668394,0.0019696709,0.000030051844],"about_ca_topic_score_codex":0.00066869566,"about_ca_topic_score_gemma":0.0017573803,"teacher_disagreement_score":0.0010635848,"about_ca_system_score_codex":0.00026554658,"about_ca_system_score_gemma":0.0002956173,"threshold_uncertainty_score":0.0035580397},"labels":[],"label_agreement":null},{"id":"W4407051340","doi":"10.1016/j.jobe.2025.111968","title":"Assessing the environmental impact of building houses in remote areas: 3D printing vs. traditional construction techniques","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"University of Regina","funders":"","keywords":"Architectural engineering; Environmental impact assessment; Civil engineering; Building construction; Environmental science; Construction engineering; Engineering; Forensic engineering; Structural engineering","score_opus":0.010590695330607141,"score_gpt":0.26283448145046473,"score_spread":0.2522437861198576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407051340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99021226,0.00031258242,0.0038465736,0.00003242904,0.000004273518,0.000091381866,0.0003475665,0.0000143944735,0.0051385346],"genre_scores_gemma":[0.99324834,0.0003700606,0.004871005,0.000012853983,0.0000020220002,0.000029903544,0.00021120193,0.000009138645,0.0012454393],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.998874,0.00017414689,0.000027927614,0.000104764964,0.00071942445,0.000099626326],"domain_scores_gemma":[0.9993223,0.00024927704,0.00012513356,0.00005043785,0.00021574901,0.000037202884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072831236,0.00053770747,0.00029524945,0.0012342881,0.00066688535,0.0015063257,0.0004641949,0.00039794878,0.0014872582],"category_scores_gemma":[0.0009315308,0.00019796002,0.00073882454,0.0016067466,0.0007901061,0.00044001197,0.00068690034,0.000262517,0.00018967074],"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":[0.0014540928,0.00054885494,0.48330602,0.0015822324,0.0006254661,0.0034372143,0.0031582315,0.17785336,0.12912506,0.0031032392,0.0008402263,0.19496599],"study_design_scores_gemma":[0.00003919363,0.0014906204,0.88003546,0.0001998794,0.00044337928,0.0008844782,0.008989266,0.057599485,0.04123106,0.0013677867,0.0076004523,0.00011897059],"about_ca_topic_score_codex":0.21579656,"about_ca_topic_score_gemma":0.55935806,"teacher_disagreement_score":0.21579656,"about_ca_system_score_codex":0.004964167,"about_ca_system_score_gemma":0.0016611542,"threshold_uncertainty_score":0.42908096},"labels":[],"label_agreement":null},{"id":"W4407053146","doi":"10.1016/j.autcon.2025.105993","title":"Robotic motion planning for autonomous in-situ construction of building structures","year":2025,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":9,"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":"Motion (physics); Motion planning; Computer science; Construction engineering; Engineering; Artificial intelligence; Robot; Systems engineering","score_opus":0.011111376679818121,"score_gpt":0.26497983298906763,"score_spread":0.25386845630924953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407053146","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0686323,0.00012384524,0.92401415,0.000084415646,0.000039212435,0.000054266646,0.000074680145,0.00073093467,0.006246181],"genre_scores_gemma":[0.9012889,0.00007162411,0.09575922,0.00001773095,0.0000074055065,0.00007213398,0.000081628204,0.000048351943,0.0026529927],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987197,0.00003002901,0.0000043352698,0.000035814483,0.00003723176,0.0000206696],"domain_scores_gemma":[0.9998635,0.0000611624,0.000023203009,0.000023132548,0.00001591811,0.000013004281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022427368,0.00042690968,0.00036086052,0.0002081987,0.00037802185,0.00031775862,0.0006050596,0.00044867198,0.0017903313],"category_scores_gemma":[0.000435246,0.00035838078,0.00029896377,0.00019479326,0.00050032034,0.0003935568,0.00081663806,0.00045923848,0.00027373078],"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":[0.00012518848,0.000068223664,0.00050229207,0.000074358344,0.000027566322,0.00009340182,0.00011131245,0.89797974,0.022195406,0.0060440022,0.001044788,0.07173367],"study_design_scores_gemma":[0.000008444436,0.000051852614,0.00027660647,0.00000395599,0.000004348946,0.00001948884,0.000019836207,0.99258643,0.003489876,0.0024997632,0.001034196,0.0000051109723],"about_ca_topic_score_codex":0.0033278104,"about_ca_topic_score_gemma":0.0059767966,"teacher_disagreement_score":0.0033278104,"about_ca_system_score_codex":0.00030438282,"about_ca_system_score_gemma":0.0006178289,"threshold_uncertainty_score":0.0066168904},"labels":[],"label_agreement":null},{"id":"W4407268692","doi":"10.3791/67870","title":"Use of &lt;em&gt;In Vivo&lt;/em&gt; Assembly for High-efficiency Plasmid Construction","year":2025,"lang":"en","type":"article","venue":"Journal of Visualized Experiments","topic":"Innovations in Concrete and Construction Materials","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 Saskatchewan","funders":"","keywords":"Plasmid; In vivo; Biology; Cell biology; Genetics; DNA","score_opus":0.024686909811038237,"score_gpt":0.34394267134713247,"score_spread":0.31925576153609425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407268692","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08484632,0.0015630886,0.89145654,0.00040310185,0.00046018578,0.0011056525,0.0020964958,0.00629743,0.011771159],"genre_scores_gemma":[0.18939012,0.0033733405,0.7624405,0.00036580788,0.000074921234,0.0021488806,0.0101288995,0.0035651536,0.028512448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989317,0.00020344416,0.00012239772,0.0002770835,0.00032603953,0.00013930986],"domain_scores_gemma":[0.9991412,0.0001605517,0.00015202397,0.0003080948,0.00013927653,0.00009884749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010166813,0.0012444064,0.0009198403,0.0009648041,0.000936662,0.0010346619,0.0012066155,0.00081551285,0.0052579306],"category_scores_gemma":[0.00092607026,0.0009079475,0.00080755324,0.000786325,0.0007687752,0.0006423805,0.0010928274,0.0023244547,0.006683129],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041968444,0.000048843158,0.000091338785,0.00012294904,0.000009658986,0.00008835105,0.00006645146,0.0002097432,0.9894671,0.0009427555,0.00086282386,0.008047927],"study_design_scores_gemma":[0.000007415016,0.000051617782,0.00029771114,0.000013835145,0.000015005609,0.00022991252,0.00001333867,0.0008867215,0.9673281,0.00013689965,0.031003198,0.00001638553],"about_ca_topic_score_codex":0.0007347108,"about_ca_topic_score_gemma":0.0010759138,"teacher_disagreement_score":0.0052579306,"about_ca_system_score_codex":0.00041099353,"about_ca_system_score_gemma":0.00065392145,"threshold_uncertainty_score":0.01758957},"labels":[],"label_agreement":null},{"id":"W4407598732","doi":"10.14455/isec.2019.6(1).str-51","title":"STUDY OF THE COMPOSITE ACTION OF HOLLOWCORE PANELS USED IN GIRDER-SLAB SYSTEM","year":2019,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Innovations in Concrete and Construction Materials","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":"Composite number; Girder; Structural engineering; Slab; Action (physics); Composite material; Materials science; Engineering; Physics","score_opus":0.008630893230012204,"score_gpt":0.20917245890960925,"score_spread":0.20054156567959705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407598732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990233,0.00009890984,0.000391689,0.0000023429168,0.0000039542247,0.0000057858097,0.0000148911,0.000009353301,0.00044980273],"genre_scores_gemma":[0.9987418,0.0000611168,0.00053982215,0.000002467048,0.0000016525253,0.000002471546,0.000024172914,0.000005484583,0.00062104035],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956614,0.00007983307,0.000015576828,0.00007226907,0.00016142079,0.00010464228],"domain_scores_gemma":[0.99966896,0.00006915139,0.00006084486,0.000027751672,0.000111672016,0.000061629515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003616702,0.00031389072,0.00031014002,0.0003204571,0.00019149666,0.00024437558,0.00022712065,0.00031039648,0.0011860048],"category_scores_gemma":[0.00037891127,0.0001448563,0.00029693387,0.00015989349,0.00031160412,0.00021507037,0.00021087301,0.00023858924,0.00030182512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021555016,0.00008836422,0.0019372533,0.00008289444,0.00001208423,0.00014727305,0.00009142945,0.0010683911,0.9931165,0.000084751126,0.000041057257,0.0031143979],"study_design_scores_gemma":[0.000012518113,0.0033887734,0.023613637,0.000010301225,0.000036823883,0.00014630366,0.00016314255,0.005466238,0.9663648,0.000024909374,0.0007605825,0.000011866331],"about_ca_topic_score_codex":0.00079742644,"about_ca_topic_score_gemma":0.0013035086,"teacher_disagreement_score":0.0011860048,"about_ca_system_score_codex":0.00017040338,"about_ca_system_score_gemma":0.0001423831,"threshold_uncertainty_score":0.003967583},"labels":[],"label_agreement":null},{"id":"W4407740260","doi":"10.14430/arctic80896","title":"3D Additive Construction: A Potential Solution for the Housing Crisis in the North","year":2025,"lang":"en","type":"article","venue":"ARCTIC","topic":"Innovations in Concrete and Construction Materials","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":true,"ca_institutions":"","funders":"National Research Council Canada","keywords":"Environmental science; Economic geography; Business; Earth science; Natural resource economics; Geography; Geology; Economics","score_opus":0.008528647288066982,"score_gpt":0.22383769257225616,"score_spread":0.21530904528418918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407740260","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2195494,0.029626744,0.03405272,0.19398966,0.004028353,0.00017293078,0.00056419446,0.0010232311,0.5169927],"genre_scores_gemma":[0.7114606,0.024438066,0.05422543,0.007521005,0.0005319852,0.00011063488,0.0004172363,0.0003592037,0.20093589],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994462,0.00006211936,0.000010594392,0.00004817621,0.00025983306,0.0001730089],"domain_scores_gemma":[0.9993907,0.000056956043,0.000035054683,0.000034021625,0.0002719391,0.00021123953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007700587,0.00044048135,0.0002650081,0.00056979357,0.0051423474,0.003015104,0.0011507822,0.0013216673,0.012892273],"category_scores_gemma":[0.0008280129,0.00021006288,0.00029660537,0.000709355,0.0021160538,0.0014725021,0.0036510103,0.0011420035,0.0016596335],"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":[0.00030178536,0.00023611714,0.012928389,0.0011139528,0.00003322485,0.004747875,0.016605046,0.0057778438,0.009169984,0.104600936,0.17640428,0.66808057],"study_design_scores_gemma":[0.000021888693,0.00007765583,0.010490668,0.0007243287,0.000025678188,0.0017372065,0.032719158,0.004012472,0.0020712437,0.023685565,0.92436695,0.00006707803],"about_ca_topic_score_codex":0.3905045,"about_ca_topic_score_gemma":0.79057235,"teacher_disagreement_score":0.3905045,"about_ca_system_score_codex":0.006943049,"about_ca_system_score_gemma":0.015652044,"threshold_uncertainty_score":0.77646303},"labels":[],"label_agreement":null},{"id":"W4407920126","doi":"10.1016/j.procs.2025.01.109","title":"Design and Development of a Lean Robotic Cell for Concrete 3D Printing","year":2025,"lang":"en","type":"article","venue":"Procedia Computer Science","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"","keywords":"Computer science; 3D printing; Human–computer interaction; Development (topology); Manufacturing engineering; Composite material; Materials science","score_opus":0.016748376231142944,"score_gpt":0.22884333238603666,"score_spread":0.2120949561548937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407920126","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07297295,0.0003211744,0.91438824,0.00014830749,0.00012533438,0.0004126811,0.00023947589,0.0017545455,0.009637294],"genre_scores_gemma":[0.31522632,0.00026947234,0.6792257,0.00004599097,0.0000138578325,0.00032332807,0.00023652322,0.00009671157,0.0045620603],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995173,0.000023890672,0.000020921787,0.00006016026,0.0003359338,0.000041761865],"domain_scores_gemma":[0.9997446,0.00003544555,0.000045414527,0.000044928645,0.00009536989,0.000034321343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041117315,0.00038978236,0.00039867437,0.00038647527,0.00039164958,0.0007879062,0.0011877596,0.00064256456,0.002204601],"category_scores_gemma":[0.00040198176,0.0003042209,0.00050818245,0.00026681676,0.00037043763,0.000456961,0.0005970374,0.0005302911,0.0010919486],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012808753,0.00019486179,0.0016348113,0.00054206484,0.000028678862,0.0005921866,0.00026507265,0.14181104,0.7040876,0.015218442,0.0016498661,0.13384731],"study_design_scores_gemma":[0.00007338153,0.0012620254,0.0023376625,0.00006662394,0.00004452755,0.00088677456,0.000148134,0.42218885,0.50259,0.0023879292,0.06789545,0.000118659875],"about_ca_topic_score_codex":0.0009991989,"about_ca_topic_score_gemma":0.0016328077,"teacher_disagreement_score":0.002204601,"about_ca_system_score_codex":0.0005183924,"about_ca_system_score_gemma":0.0014058328,"threshold_uncertainty_score":0.007375121},"labels":[],"label_agreement":null},{"id":"W4408062479","doi":"10.1080/15623599.2025.2468292","title":"Assistant robotic machine for Hong Kong construction industry","year":2025,"lang":"en","type":"article","venue":"International Journal of Construction Management","topic":"Innovations in Concrete and Construction Materials","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":"Engineering; Computer science; Manufacturing engineering; Construction engineering; Business; Engineering management","score_opus":0.007298748919717902,"score_gpt":0.2577890660149121,"score_spread":0.2504903170951942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408062479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5492563,0.09793501,0.13826232,0.0036397742,0.002204645,0.0017497796,0.0014975759,0.0028105616,0.20264404],"genre_scores_gemma":[0.7582498,0.03559023,0.061201174,0.00047110146,0.00033753263,0.00035399018,0.0012212137,0.00012416042,0.1424508],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996062,0.00005122782,0.00003709928,0.000055461103,0.00019672271,0.000053367967],"domain_scores_gemma":[0.99954057,0.000060222566,0.000094935414,0.000046322126,0.00020160715,0.00005628203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047729572,0.00058296253,0.00019986287,0.0009170491,0.0006549319,0.0007453514,0.00048572264,0.00043780304,0.009412171],"category_scores_gemma":[0.00046798357,0.00017400295,0.0003714938,0.0007390964,0.00034656815,0.00074852357,0.00061717245,0.00021816466,0.0021905538],"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":[0.00028444364,0.00018035201,0.03645242,0.0033607385,0.000036351365,0.0025757048,0.0012680512,0.004026349,0.034276452,0.0055303653,0.023425708,0.8885832],"study_design_scores_gemma":[0.00003893696,0.0016529555,0.16069804,0.0008852851,0.00014004819,0.006132541,0.0042959047,0.010787773,0.018098496,0.0013602128,0.79579645,0.00011329136],"about_ca_topic_score_codex":0.010757365,"about_ca_topic_score_gemma":0.012546722,"teacher_disagreement_score":0.010757365,"about_ca_system_score_codex":0.0007766378,"about_ca_system_score_gemma":0.0023777718,"threshold_uncertainty_score":0.03148687},"labels":[],"label_agreement":null},{"id":"W4408211819","doi":"10.1016/j.jobe.2025.112286","title":"Experimental study on water penetration and thermal resistance of large-scale 3D-printed cementitious walls","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","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 Windsor","funders":"","keywords":"Water resistance; Penetration (warfare); Materials science; Cementitious; Thermal resistance; Composite material; Thermal; Geotechnical engineering; Cement; Engineering","score_opus":0.006123178543461712,"score_gpt":0.24103323436664803,"score_spread":0.23491005582318633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408211819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976708,0.00005862682,0.0015718915,0.0000075859953,0.000010481351,0.0000074552563,0.00007242022,0.000034607645,0.0005661643],"genre_scores_gemma":[0.9985996,0.00004014942,0.00069790136,0.000004562946,0.0000025398435,0.000008032435,0.000030599786,0.000007803581,0.0006087892],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997389,0.000021636706,0.000013947955,0.0000689263,0.00010895667,0.00004771372],"domain_scores_gemma":[0.99951077,0.00020495642,0.00008911102,0.0000763834,0.000088853136,0.000029840883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017234447,0.00033835322,0.0002091326,0.00018757605,0.00019587106,0.00019212982,0.00033512386,0.0004575126,0.0029204076],"category_scores_gemma":[0.00039809922,0.00026160502,0.0003824585,0.0002028351,0.00036195564,0.00044361642,0.00026177694,0.00039899335,0.00025214753],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089250025,0.00008438828,0.00047829238,0.00004422863,0.0000048713127,0.00009995395,0.00008104273,0.0009408126,0.99647117,0.00006232105,0.000032886837,0.0016108083],"study_design_scores_gemma":[0.00001111656,0.00057631516,0.005618,0.0000030549907,0.0000134621005,0.00007453891,0.00007051114,0.003536584,0.98980826,0.000026371366,0.00024951855,0.000012247847],"about_ca_topic_score_codex":0.0003481451,"about_ca_topic_score_gemma":0.00042422552,"teacher_disagreement_score":0.0029204076,"about_ca_system_score_codex":0.00013753444,"about_ca_system_score_gemma":0.00011603226,"threshold_uncertainty_score":0.009769797},"labels":[],"label_agreement":null},{"id":"W4408233378","doi":"10.18280/rcma.350120","title":"Evaluation of Thermo-Mechanical Properties of Iraqi Ceramic Materials and Their Modeling for Rotary Cement Kiln Using Ansys Software Package","year":2025,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Ceramic; Kiln; Cement; Materials science; Mechanical engineering; Software; Rotary kiln; Composite material; Software package; Engineering; Computer science; Metallurgy","score_opus":0.11759455652351031,"score_gpt":0.2946623242056113,"score_spread":0.17706776768210097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408233378","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89511645,0.00081790687,0.07489493,0.000117729054,0.000065219225,0.00017307079,0.0035138205,0.0024649068,0.022836022],"genre_scores_gemma":[0.9697112,0.00029533744,0.020558784,0.0000145659105,0.0000069486723,0.00014077748,0.0013990278,0.00026653716,0.0076068137],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969745,0.000023098883,0.000018165223,0.000038536542,0.00020014882,0.000022779774],"domain_scores_gemma":[0.9996828,0.00008416348,0.000042458116,0.000035445624,0.00014777845,0.0000074847594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051728555,0.00055931386,0.00037846522,0.00084469345,0.00037051053,0.00030866836,0.00086066197,0.0003777416,0.005715476],"category_scores_gemma":[0.00060169597,0.00033124484,0.0006497044,0.000830083,0.0002121692,0.00038646848,0.00022925934,0.0003320951,0.0011230422],"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":[0.00031740108,0.0003733817,0.020583028,0.0015609737,0.00009251898,0.0005496346,0.0012067406,0.3670468,0.41033337,0.004720129,0.0084463665,0.18476975],"study_design_scores_gemma":[0.00003354454,0.00046342838,0.073995344,0.00007990595,0.000114285474,0.0005002345,0.0005147716,0.6510009,0.24692798,0.0010826107,0.025171168,0.000115825],"about_ca_topic_score_codex":0.004524373,"about_ca_topic_score_gemma":0.008609738,"teacher_disagreement_score":0.005715476,"about_ca_system_score_codex":0.00043021658,"about_ca_system_score_gemma":0.00054672395,"threshold_uncertainty_score":0.019120216},"labels":[],"label_agreement":null},{"id":"W4408357209","doi":"10.1016/j.conbuildmat.2025.140760","title":"The influence of pore structure and fiber orientation on anisotropic mechanical property of 3D printed ultra-high-performance concrete","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"National Key Research and Development Program of China; Key Technologies Research and Development Program; National Natural Science Foundation of China","keywords":"Materials science; Composite material; Anisotropy; Fiber; Orientation (vector space); 3d printed; Engineering; Optics; Geometry","score_opus":0.004824439084356518,"score_gpt":0.21444460420047595,"score_spread":0.20962016511611944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408357209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998099,0.00007173838,0.0012277112,0.000007836704,0.0000069129655,0.0000010173235,0.000021860598,0.000027311966,0.0005366479],"genre_scores_gemma":[0.9995065,0.000031645643,0.00029696155,0.000003250929,0.0000012078095,7.7281754e-7,0.000010052548,0.000004862824,0.00014476615],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985576,0.000012987845,0.000007398593,0.00002502859,0.000073784795,0.000024978706],"domain_scores_gemma":[0.9995376,0.0001701667,0.00014290975,0.00004196233,0.000074201285,0.000033172277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012583892,0.00017184512,0.000114720846,0.00013689516,0.00008615596,0.0002706734,0.00013191902,0.00023110486,0.0007740083],"category_scores_gemma":[0.00043649954,0.00017067006,0.0001743735,0.00015145425,0.0002687779,0.00021728572,0.00012447496,0.00020198687,0.000115257586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089370005,0.000019649126,0.0008920375,0.000032279077,0.0000082673805,0.00009895604,0.000037175712,0.005457937,0.9903688,0.000109323024,0.000039923863,0.0028462932],"study_design_scores_gemma":[0.000007711875,0.00012643999,0.017408298,0.00000388093,0.00002790661,0.000120412646,0.000047900314,0.021815514,0.9600373,0.000040596522,0.00033678333,0.000027389302],"about_ca_topic_score_codex":0.0005641416,"about_ca_topic_score_gemma":0.0010976838,"teacher_disagreement_score":0.0007740083,"about_ca_system_score_codex":0.0001481653,"about_ca_system_score_gemma":0.000106729596,"threshold_uncertainty_score":0.0025892854},"labels":[],"label_agreement":null},{"id":"W4408373458","doi":"10.3390/app15063054","title":"3D-Printed Concrete Bridges: Material, Design, Construction, and Reinforcement","year":2025,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Innovations in Concrete and Construction Materials","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 Waterloo","funders":"","keywords":"Reinforcement; Engineering; Structural engineering; Construction engineering; Materials science","score_opus":0.014512189091338086,"score_gpt":0.23311793844843565,"score_spread":0.21860574935709756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408373458","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18848163,0.04616391,0.721928,0.0008043666,0.0004504418,0.00015760191,0.000451297,0.0014666399,0.04009611],"genre_scores_gemma":[0.6282975,0.030526739,0.3194827,0.00022694535,0.00016139266,0.0001806008,0.0004128623,0.00026044348,0.020450877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995664,0.000045324272,0.000019691563,0.000043151078,0.00030570742,0.000019761828],"domain_scores_gemma":[0.99980396,0.000063538915,0.000048340713,0.000023837682,0.000046539823,0.000013837752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004184102,0.00046928998,0.00025629118,0.00076607004,0.0001355213,0.0008083508,0.0004039147,0.0008070905,0.0013076451],"category_scores_gemma":[0.00045885515,0.00037738995,0.00036920703,0.000636398,0.00042447267,0.00060667674,0.0003857836,0.000571034,0.00073938334],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051939307,0.00008863081,0.0013345531,0.0016885285,0.00003168202,0.00046352283,0.00020825016,0.06906849,0.630255,0.022277493,0.0018878008,0.27264416],"study_design_scores_gemma":[0.000017486978,0.0006581849,0.0066648065,0.00029615426,0.000073594645,0.0041128537,0.00014667174,0.10211179,0.6547917,0.009192018,0.22179577,0.00013897638],"about_ca_topic_score_codex":0.00032605382,"about_ca_topic_score_gemma":0.0010199691,"teacher_disagreement_score":0.0013076451,"about_ca_system_score_codex":0.0004980348,"about_ca_system_score_gemma":0.000334277,"threshold_uncertainty_score":0.004374504},"labels":[],"label_agreement":null},{"id":"W4408514459","doi":"10.1016/j.jobe.2025.112388","title":"Testing prisms as a method for assessing compressive properties of 3D-printed structural members: Experimental and numerical studies","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","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 Windsor","funders":"","keywords":"Compressive strength; 3d printed; Structural engineering; Materials science; Composite material; Engineering drawing; Engineering; Manufacturing engineering","score_opus":0.03536460985094517,"score_gpt":0.33847699601442677,"score_spread":0.3031123861634816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408514459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9287826,0.00038437787,0.06755993,0.00003858972,0.000032518245,0.00009036844,0.00023803214,0.00016196755,0.0027116146],"genre_scores_gemma":[0.9472463,0.00026692188,0.051478613,0.000015740468,0.0000056960107,0.00005097753,0.00011028676,0.000015936648,0.00080951164],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989247,0.000106868385,0.000060056394,0.0001094723,0.0007567952,0.000042135678],"domain_scores_gemma":[0.997776,0.00089792756,0.000360842,0.00038254273,0.0005035121,0.00007923072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011651086,0.00045371524,0.00020849449,0.0005148668,0.00014036965,0.00020676758,0.0005473963,0.00043765013,0.0009910837],"category_scores_gemma":[0.001711256,0.00022668215,0.00030215448,0.00056735735,0.00068604527,0.00042000288,0.00039910464,0.0004537165,0.00017020105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000100843645,0.00018097479,0.003982194,0.00029326262,0.000014006329,0.00021669824,0.00023139724,0.026003793,0.9429778,0.00042253383,0.000080696074,0.025495848],"study_design_scores_gemma":[0.000015394022,0.0015048202,0.015947377,0.000032319625,0.0000236793,0.00039933703,0.00021250668,0.06971853,0.9106079,0.00016714171,0.0013285211,0.00004250004],"about_ca_topic_score_codex":0.0007340508,"about_ca_topic_score_gemma":0.0017338888,"teacher_disagreement_score":0.0011651086,"about_ca_system_score_codex":0.00021751954,"about_ca_system_score_gemma":0.00023910117,"threshold_uncertainty_score":0.0061617494},"labels":[],"label_agreement":null},{"id":"W4408591924","doi":"10.1016/j.engappai.2025.110473","title":"Navigating beyond the training set: A deep learning framework for inverse design of architected composite materials","year":2025,"lang":"en","type":"article","venue":"Engineering Applications of Artificial Intelligence","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":6,"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":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; McGill University; Fonds Québécois de la Recherche sur la Nature et les Technologies; Universidad de Costa Rica; Canada Foundation for Innovation; Canada Research Chairs","keywords":"Computer science; Inverse; Set (abstract data type); Training (meteorology); Artificial intelligence; Composite number; Algorithm; Programming language","score_opus":0.028279634534365522,"score_gpt":0.29206595525282286,"score_spread":0.2637863207184573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408591924","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016675746,0.00022169332,0.9801568,0.00015192782,0.000015831194,0.000018127477,0.00006633045,0.0004272208,0.0022663323],"genre_scores_gemma":[0.4886235,0.0003086235,0.50552946,0.00021320068,0.000028988445,0.00012566466,0.00036641525,0.0001852975,0.004618877],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986136,0.000036278107,0.000005991842,0.000030061614,0.000045423425,0.000020949255],"domain_scores_gemma":[0.9996711,0.00018682492,0.000024689538,0.00003542666,0.000061729945,0.000020226626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048001413,0.0007319388,0.0006417313,0.00045870407,0.00028639773,0.0008985804,0.0014911381,0.0013375086,0.0023330373],"category_scores_gemma":[0.0011650937,0.00066730846,0.0006946053,0.00037986698,0.00070254056,0.0010279724,0.0013749871,0.0016371664,0.0003729549],"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":[0.000033546123,0.00004976312,0.0002879941,0.00007147795,0.000019397998,0.000043091455,0.00005133866,0.92510396,0.002760158,0.011806406,0.0011165136,0.058656335],"study_design_scores_gemma":[0.0000015157804,0.0000053874137,0.000011646051,0.0000030751498,9.848548e-7,0.0000022897138,0.0000025434776,0.9962,0.00027182003,0.00328261,0.00021711763,0.0000010205487],"about_ca_topic_score_codex":0.005805647,"about_ca_topic_score_gemma":0.010633386,"teacher_disagreement_score":0.005805647,"about_ca_system_score_codex":0.00060939434,"about_ca_system_score_gemma":0.0009833473,"threshold_uncertainty_score":0.011543691},"labels":[],"label_agreement":null},{"id":"W4408622875","doi":"10.58837/chula.the.2009.1441","title":"การเดนทางของคลนแรงเฉอนระหวางการวบตของดนทรายในการทดสอบแรงอดสามแกน","year":2009,"lang":"th","type":"dissertation","venue":"","topic":"Innovations in Concrete and Construction Materials","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":0.007056338097481922,"score_gpt":0.23570875042305292,"score_spread":0.228652412325571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408622875","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013009749,0.00084551284,0.020046314,0.0019592133,0.0014479643,0.00028283912,0.0013969508,0.0012611736,0.9597502],"genre_scores_gemma":[0.086319394,0.0014193004,0.017729003,0.0015476618,0.00029848912,0.00022892763,0.0026334375,0.00046107612,0.88936275],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993622,0.000057725832,0.000026240928,0.00015015656,0.00029684874,0.000106924774],"domain_scores_gemma":[0.99932075,0.000042320913,0.000036043224,0.00007688597,0.00046794306,0.000056050172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052203843,0.00057503633,0.00022417578,0.0007025556,0.0013180538,0.0023481527,0.0005771597,0.00068270747,0.18489994],"category_scores_gemma":[0.0011352018,0.00025067074,0.0003331517,0.0005435844,0.0006072616,0.001679809,0.0010331834,0.00095276884,0.12379006],"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":[0.0003693592,0.000185791,0.004184264,0.0006289348,0.000041642084,0.000339369,0.0014877524,0.0013575822,0.023564529,0.14683725,0.2430681,0.5779354],"study_design_scores_gemma":[0.000025678675,0.000073595096,0.0030723743,0.00014955594,0.000017336,0.00026432896,0.00066310546,0.0006055194,0.01138173,0.012108454,0.97160745,0.000030984647],"about_ca_topic_score_codex":0.0044647646,"about_ca_topic_score_gemma":0.0051830285,"teacher_disagreement_score":0.18489994,"about_ca_system_score_codex":0.0010969813,"about_ca_system_score_gemma":0.001259726,"threshold_uncertainty_score":0.6185519},"labels":[],"label_agreement":null},{"id":"W4408764442","doi":"10.1007/s41693-025-00151-3","title":"A robotic method for installing batt thermal insulation into prefabricated light-frame wood wall panel","year":2025,"lang":"en","type":"article","venue":"Construction Robotics","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"","keywords":"Installation; Frame (networking); Thermal insulation; Architectural engineering; Materials science; Composite material; Structural engineering; Engineering; Mechanical engineering","score_opus":0.018061357905215188,"score_gpt":0.26183106791741295,"score_spread":0.24376971001219777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408764442","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24927653,0.00060808985,0.7366831,0.0001594089,0.00033224872,0.0002156233,0.00012505778,0.0022140867,0.010385784],"genre_scores_gemma":[0.6428724,0.0003620465,0.34632882,0.00006606536,0.00005479984,0.000118745396,0.00015297576,0.00007761755,0.00996651],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971575,0.000015799373,0.0000141308155,0.00009664546,0.0001237138,0.00003388378],"domain_scores_gemma":[0.99984825,0.000020038655,0.000029761362,0.00004938866,0.000034205368,0.00001824615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017013564,0.0006522807,0.0003580881,0.00053779414,0.0005729172,0.00028192304,0.0005924761,0.0004966342,0.0023877022],"category_scores_gemma":[0.00017516888,0.0005154558,0.00045834083,0.00026384337,0.00034184585,0.0006833017,0.00049724383,0.0005525253,0.0005965755],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008494228,0.00013056427,0.0013002317,0.00032842837,0.000023053037,0.00054450746,0.00023376854,0.0035962332,0.88350445,0.0019864806,0.0017046395,0.10656261],"study_design_scores_gemma":[0.00006737488,0.0015059845,0.012049214,0.00006724399,0.00013955621,0.005094364,0.0002988018,0.053441428,0.8884501,0.001126115,0.037584968,0.0001748215],"about_ca_topic_score_codex":0.00047831872,"about_ca_topic_score_gemma":0.0012359733,"teacher_disagreement_score":0.0023877022,"about_ca_system_score_codex":0.00013318498,"about_ca_system_score_gemma":0.00043550538,"threshold_uncertainty_score":0.007987678},"labels":[],"label_agreement":null},{"id":"W4408838854","doi":"10.3389/frobt.2025.1548684","title":"Intuitive BIM-aided robotic navigation and assets localization with semantic user interfaces","year":2025,"lang":"en","type":"article","venue":"Frontiers in Robotics and AI","topic":"Innovations in Concrete and Construction Materials","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":"Polytechnique Montréal; École de Technologie Supérieure","funders":"","keywords":"Computer science; Software deployment; Modular design; Human–computer interaction; Usability; User interface; Systems engineering; Software engineering; Engineering","score_opus":0.0038799907998061365,"score_gpt":0.21094295793548976,"score_spread":0.20706296713568362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408838854","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016085465,0.00010401201,0.97064507,0.000086822125,0.000039213857,0.00009690087,0.00019116294,0.00836583,0.0043854765],"genre_scores_gemma":[0.32637572,0.0002134197,0.66640776,0.00020633216,0.00003482785,0.00033869076,0.00067494204,0.000629668,0.005118611],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999566,0.00011618755,0.000020398054,0.00007303501,0.00018351985,0.00004088341],"domain_scores_gemma":[0.99960226,0.00014682216,0.000037978843,0.000081289705,0.00010545313,0.000026209138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066068384,0.0011054986,0.00035515171,0.00062539615,0.00015742771,0.0006585295,0.000996395,0.0007139365,0.008745901],"category_scores_gemma":[0.0015808466,0.0003059186,0.0005079381,0.00024261793,0.00036482996,0.0010216997,0.0017411138,0.00035442045,0.0026721507],"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":[0.00090111146,0.00041016037,0.0028978037,0.001015385,0.000108035296,0.0009610338,0.0012707114,0.05918912,0.22132133,0.017135827,0.01934427,0.6754452],"study_design_scores_gemma":[0.00014312967,0.0008231777,0.006272782,0.00026913625,0.0001048555,0.0016770258,0.00030728383,0.744823,0.10912181,0.017029803,0.119228296,0.00019977805],"about_ca_topic_score_codex":0.0005373839,"about_ca_topic_score_gemma":0.00061787484,"teacher_disagreement_score":0.008745901,"about_ca_system_score_codex":0.00015885342,"about_ca_system_score_gemma":0.00039038647,"threshold_uncertainty_score":0.029257953},"labels":[],"label_agreement":null},{"id":"W4408971454","doi":"10.18499/2070-9277-2025-28-1-26-31","title":"Rating of dual-cure composite cements by adhesion strength","year":2025,"lang":"en","type":"article","venue":"Applied Information Aspects of Medicine (Prikladnye informacionnye aspekty mediciny)","topic":"Innovations in Concrete and Construction Materials","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":"Bell (Canada)","funders":"","keywords":"Composite number; Composite material; Materials science; Adhesion; Dual (grammatical number); Philosophy","score_opus":0.00496066856229047,"score_gpt":0.2249764452784439,"score_spread":0.22001577671615344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408971454","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9870745,0.0034800214,0.0049766167,0.00004076849,0.000052589763,0.00009883318,0.00012626557,0.000055181077,0.0040951874],"genre_scores_gemma":[0.9933562,0.00058720546,0.0040544504,0.000027721078,0.000019160618,0.000044714277,0.00016068804,0.000020771418,0.0017290295],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99727315,0.00039949166,0.00026589938,0.00020509248,0.00170574,0.00015061029],"domain_scores_gemma":[0.9954833,0.0013936914,0.0009400444,0.00026507888,0.0014384729,0.00047941325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021550346,0.0006389792,0.00033859076,0.0023149971,0.00027581584,0.00045780878,0.00031960828,0.000642256,0.004534833],"category_scores_gemma":[0.005131569,0.00041670576,0.0006059844,0.0006849448,0.0003217183,0.0005740134,0.0009785071,0.0005638228,0.0008127019],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024190773,0.00033724745,0.06792157,0.00070551934,0.0002306899,0.00027051702,0.0006224265,0.0008324251,0.8290435,0.00041394492,0.0004594594,0.09674364],"study_design_scores_gemma":[0.00011091916,0.0064616227,0.55413306,0.0001222593,0.0005143429,0.002617514,0.00062922854,0.0075804954,0.41994128,0.0007512739,0.007014069,0.00012394146],"about_ca_topic_score_codex":0.00048084994,"about_ca_topic_score_gemma":0.0008198832,"teacher_disagreement_score":0.004534833,"about_ca_system_score_codex":0.00024408592,"about_ca_system_score_gemma":0.00021088889,"threshold_uncertainty_score":0.015170574},"labels":[],"label_agreement":null},{"id":"W4409161660","doi":"10.1016/j.conbuildmat.2025.141115","title":"Reinforcement and modular system for 3DCP geopolymer structures using construction and demolition waste","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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":"Toronto Metropolitan University","funders":"Hacettepe Üniversitesi; Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Demolition; Geopolymer; Modular design; Demolition waste; Reinforcement; Geopolymer cement; Construction waste; Construction engineering; Engineering; Civil engineering; Waste management; Materials science; Forensic engineering; Structural engineering; Computer science; Fly ash; Programming language","score_opus":0.009239662437714532,"score_gpt":0.2345040391775847,"score_spread":0.22526437673987015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409161660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82829523,0.0002546994,0.1588921,0.00008061461,0.00014328316,0.00012521454,0.0003016423,0.0020723438,0.00983487],"genre_scores_gemma":[0.96837336,0.000053877735,0.02738514,0.0000185656,0.0000094791985,0.00005498524,0.00012630665,0.00004305264,0.003935163],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982685,0.000009407738,0.000007348719,0.00003923032,0.000090839945,0.000026334299],"domain_scores_gemma":[0.9998679,0.000010343668,0.000025832807,0.00003499181,0.000040884017,0.000019955518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015842957,0.00039042256,0.00026493685,0.0006837288,0.0003793475,0.00028180535,0.000802618,0.00041462152,0.003482673],"category_scores_gemma":[0.00015964775,0.00023408716,0.00033128716,0.0003507536,0.00021215706,0.0003722979,0.0004604075,0.00028493762,0.0007223588],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002654704,0.0002156724,0.002753238,0.00017932498,0.000026032267,0.0002619188,0.00017064181,0.019152723,0.89606225,0.0031661438,0.0012941529,0.076452315],"study_design_scores_gemma":[0.000093060735,0.0012558601,0.015795097,0.00003737724,0.0001194035,0.0007689419,0.00015402248,0.09748742,0.86282283,0.001005242,0.020371702,0.00008902591],"about_ca_topic_score_codex":0.00079889776,"about_ca_topic_score_gemma":0.0020789595,"teacher_disagreement_score":0.003482673,"about_ca_system_score_codex":0.00027940745,"about_ca_system_score_gemma":0.00044634557,"threshold_uncertainty_score":0.0116506815},"labels":[],"label_agreement":null},{"id":"W4409174882","doi":"10.1038/s44359-025-00047-z","title":"3D printing technology in concrete construction","year":2025,"lang":"en","type":"article","venue":"Nature Reviews Clean Technology","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"3D printing; Architectural engineering; Construction engineering; Engineering; Computer science; Mechanical engineering","score_opus":0.004655476686433677,"score_gpt":0.25420369340672583,"score_spread":0.24954821672029215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409174882","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010836541,0.8124439,0.045139812,0.0050471597,0.0054594832,0.00003510955,0.00024440826,0.00048096856,0.12031249],"genre_scores_gemma":[0.11540391,0.79948616,0.02687549,0.0019019027,0.0029415402,0.000076518685,0.00020901645,0.00015362381,0.05295174],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993414,0.00007711565,0.000039634906,0.000079248544,0.0004136371,0.000048927646],"domain_scores_gemma":[0.9997099,0.00014445299,0.000031624804,0.000046536952,0.0000527194,0.000014812046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006191762,0.0005598473,0.0007865806,0.0011687635,0.00042175862,0.0022453035,0.00085591455,0.0021051723,0.0078590335],"category_scores_gemma":[0.0005519673,0.0005553206,0.0009972246,0.0017531844,0.0019419305,0.0017877624,0.0012597475,0.0018261117,0.0038576298],"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":[0.000089169276,0.00009124879,0.00031494896,0.0044189948,0.0000618432,0.0006192603,0.00021389536,0.010861908,0.068750754,0.20057727,0.026024057,0.6879766],"study_design_scores_gemma":[0.00001515211,0.000082923725,0.0011771038,0.0005947169,0.000037568916,0.0008825156,0.00007671627,0.0031161949,0.048133176,0.03910888,0.9067041,0.000070942086],"about_ca_topic_score_codex":0.0011946982,"about_ca_topic_score_gemma":0.001641826,"teacher_disagreement_score":0.0078590335,"about_ca_system_score_codex":0.0016109018,"about_ca_system_score_gemma":0.0005946519,"threshold_uncertainty_score":0.026291072},"labels":[],"label_agreement":null},{"id":"W4409254707","doi":"10.1007/978-3-031-87364-5_35","title":"Multi-Objective Optimization of a Sustainable LC3 Mortar for 3D Printing","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovations in Concrete and Construction Materials","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":"École de Technologie Supérieure","funders":"","keywords":"Mortar; 3D printing; Materials science; Computer science; Process engineering; Architectural engineering; Engineering; Metallurgy; Composite material","score_opus":0.006762027058151405,"score_gpt":0.20881578718019123,"score_spread":0.20205376012203982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409254707","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18153927,0.001194807,0.77665335,0.0003601882,0.0001445496,0.00019266104,0.00069261104,0.0007856553,0.038436886],"genre_scores_gemma":[0.8478631,0.0004614785,0.13575399,0.00010352757,0.000051835545,0.00035158495,0.00048169363,0.00026036188,0.014672401],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977964,0.0000535297,0.00000891041,0.000037747493,0.00007463206,0.000045590787],"domain_scores_gemma":[0.9996418,0.00022524047,0.000036631875,0.00002214284,0.000052135245,0.000022160035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005668908,0.0008557441,0.0013355782,0.0006788271,0.00055160176,0.0016020897,0.0010819173,0.002450672,0.0068788533],"category_scores_gemma":[0.00086425163,0.0007421213,0.0015258794,0.0008121951,0.0005935178,0.00058314536,0.0009926647,0.0008943008,0.00084808643],"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":[0.000016810369,0.000016772721,0.000054594566,0.000030850963,0.000008674173,0.000025322044,0.0000051726056,0.9944977,0.00093673577,0.00056905404,0.00014227068,0.0036960444],"study_design_scores_gemma":[0.0000048356887,0.00002825275,0.000054174583,0.0000031777101,0.000004633632,0.0000070448964,0.0000052259397,0.99905807,0.00040496647,0.00021687758,0.00020954107,0.000003207056],"about_ca_topic_score_codex":0.007884103,"about_ca_topic_score_gemma":0.0066801636,"teacher_disagreement_score":0.007884103,"about_ca_system_score_codex":0.00094119227,"about_ca_system_score_gemma":0.0010871616,"threshold_uncertainty_score":0.023012042},"labels":[],"label_agreement":null},{"id":"W4409441878","doi":"10.1007/s44150-025-00142-6","title":"Integration of BIM and robotic fabrication for sustainable design and manufacturing of free-form building façade panels in off-site construction","year":2025,"lang":"en","type":"article","venue":"Architecture Structures and Construction","topic":"Innovations in Concrete and Construction Materials","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":"Bell (Canada); École de Technologie Supérieure; National Research Council Canada","funders":"National Research Council Canada","keywords":"Engineering; Fabrication; Construction engineering; Manufacturing engineering; Building information modeling; Architectural engineering; Sustainable design; Systems engineering; Sustainability; Operations management","score_opus":0.006811485175461135,"score_gpt":0.22279736359076982,"score_spread":0.2159858784153087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409441878","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3047732,0.000264278,0.66122276,0.0002155323,0.000053214702,0.00019201217,0.00017308797,0.000769877,0.032336023],"genre_scores_gemma":[0.8017826,0.00014845912,0.19571233,0.000021998672,0.0000038584153,0.000088294364,0.000105720996,0.00006599963,0.0020707448],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990669,0.0002631791,0.000028530858,0.00007924899,0.0004906303,0.00007147897],"domain_scores_gemma":[0.99932206,0.00026705544,0.00006546529,0.00021792522,0.00010449388,0.000023032346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011444979,0.0005533213,0.0003070008,0.00086933305,0.0004964834,0.001140983,0.0008396247,0.0007500033,0.0023018739],"category_scores_gemma":[0.0013745113,0.00039125548,0.0006053587,0.00056006317,0.0006664742,0.00083244505,0.0014025604,0.0005164714,0.00042471007],"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":[0.00006341656,0.00029149564,0.003443469,0.00017951215,0.000031909236,0.0002761434,0.00026289996,0.84721833,0.040998694,0.015197979,0.0005171328,0.09151896],"study_design_scores_gemma":[0.000011007359,0.00025368456,0.002971511,0.000044066655,0.00002715883,0.00023411069,0.00027722196,0.92863595,0.049612097,0.0067028026,0.0111896135,0.00004070116],"about_ca_topic_score_codex":0.0017823889,"about_ca_topic_score_gemma":0.0046547586,"teacher_disagreement_score":0.0023018739,"about_ca_system_score_codex":0.00074323243,"about_ca_system_score_gemma":0.0011024305,"threshold_uncertainty_score":0.007700503},"labels":[],"label_agreement":null},{"id":"W4409624194","doi":"10.2139/ssrn.5203600","title":"Experimental Characterisation of Hydraulic Lime Mortar and Clay Brick Elasticity using the Virtual Fields Method","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Carleton University","funders":"","keywords":"Mortar; Lime; Brick; Geotechnical engineering; Elasticity (physics); Brick and mortar; Materials science; Geology; Composite material; Computer science; Metallurgy","score_opus":0.01375569233568325,"score_gpt":0.278553178373406,"score_spread":0.26479748603772274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409624194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99006784,0.00008749407,0.0071218787,0.000021577776,0.000015783731,0.000015818241,0.0002121412,0.000112123256,0.0023454418],"genre_scores_gemma":[0.9977325,0.000030320489,0.0010671961,0.0000042027377,0.0000027171372,0.000008014507,0.00006199819,0.00001453926,0.0010784726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977297,0.000026395865,0.00000902494,0.000044544828,0.00009919887,0.000047908314],"domain_scores_gemma":[0.99937326,0.00027327918,0.000055805416,0.0001319862,0.00011451663,0.0000512322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003742927,0.00026765474,0.00025604916,0.00046764172,0.000290868,0.00026317584,0.00047168063,0.0005011093,0.0056188637],"category_scores_gemma":[0.00069064717,0.00023853192,0.00017344688,0.0003908631,0.00080174353,0.00042729956,0.00043738302,0.00039607592,0.0004136754],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006429886,0.00020667959,0.0011976451,0.000096465075,0.000008774317,0.00008344274,0.0001831443,0.0040174206,0.986629,0.00076467555,0.0001845735,0.005985097],"study_design_scores_gemma":[0.00006744775,0.0012358619,0.017463626,0.000012002305,0.000021085765,0.0001797816,0.00022614357,0.021961173,0.95612156,0.00032576712,0.002352349,0.000033211465],"about_ca_topic_score_codex":0.0007323554,"about_ca_topic_score_gemma":0.0007463323,"teacher_disagreement_score":0.0056188637,"about_ca_system_score_codex":0.00014474709,"about_ca_system_score_gemma":0.00018224007,"threshold_uncertainty_score":0.01879698},"labels":[],"label_agreement":null},{"id":"W4409799832","doi":"10.11159/icsect25.160","title":"Fresh State Requirements for 3D Printable Mortar Mix","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Mortar; 3D printing; State (computer science); Computer science; Materials science; Composite material; Programming language","score_opus":0.006096008955171822,"score_gpt":0.205652596000841,"score_spread":0.19955658704566917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91542685,0.0017736763,0.05854039,0.00017773667,0.000101648955,0.0002810038,0.0015500288,0.0007836536,0.021365102],"genre_scores_gemma":[0.9763391,0.0004452173,0.013718642,0.000058652193,0.00002182974,0.00014563897,0.0012135379,0.00014652837,0.007910782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984016,0.00013269245,0.00012060144,0.00014476728,0.0011324143,0.000067943845],"domain_scores_gemma":[0.99822396,0.00047351388,0.00038958385,0.00017744525,0.0006495309,0.00008595589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007620125,0.00041042085,0.00027240484,0.0011626568,0.00044695206,0.0008867739,0.0005840985,0.00068853324,0.0061409227],"category_scores_gemma":[0.0019848412,0.00026712782,0.0004009714,0.0004959742,0.00038129065,0.000746098,0.00043616057,0.00041531518,0.0017283561],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015948506,0.00009182437,0.0032476964,0.00017098471,0.000008577369,0.00026469704,0.0001745183,0.0040221056,0.97154367,0.0010053437,0.0003301668,0.01898097],"study_design_scores_gemma":[0.000014602657,0.00063717586,0.012435031,0.000027239967,0.000027361346,0.0004767371,0.00021631576,0.0075769047,0.96894205,0.00051102636,0.009096722,0.000038856357],"about_ca_topic_score_codex":0.0006492111,"about_ca_topic_score_gemma":0.0022007853,"teacher_disagreement_score":0.0061409227,"about_ca_system_score_codex":0.0004410622,"about_ca_system_score_gemma":0.00038852566,"threshold_uncertainty_score":0.020543396},"labels":[],"label_agreement":null},{"id":"W4409799885","doi":"10.11159/icsect25.116","title":"Optimizing the Rheology of 3D-Printable Concrete: Future Prospects inthe Construction Industry","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Rheology; 3D printing; Construction industry; Computer science; Construction engineering; Materials science; Manufacturing engineering; Mechanical engineering; Engineering; Composite material","score_opus":0.003285601079737868,"score_gpt":0.18370880212418556,"score_spread":0.1804232010444477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8035234,0.12808464,0.05176679,0.003586447,0.00018529734,0.000083765895,0.00027102893,0.00047718248,0.012021545],"genre_scores_gemma":[0.88078326,0.06230975,0.051033568,0.00030869705,0.00012586999,0.000047719488,0.00026429578,0.0000623796,0.0050644497],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996685,0.00006117602,0.000019007704,0.000058050904,0.00014189137,0.000051301515],"domain_scores_gemma":[0.9996055,0.00011646427,0.0000990673,0.000043196167,0.000089802335,0.000046061523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012673868,0.00033947828,0.00034271777,0.00040794534,0.0001747655,0.0012964031,0.00045415506,0.0008694357,0.0021607587],"category_scores_gemma":[0.00058671087,0.00017721984,0.00034267336,0.0006220719,0.0005679517,0.0014426633,0.00046703877,0.00055320637,0.00051657256],"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":[0.00028247692,0.00069183786,0.0047398508,0.0009899092,0.000028792781,0.00020772245,0.00021177637,0.009487127,0.748935,0.002956883,0.000648346,0.23082027],"study_design_scores_gemma":[0.00003599027,0.003258232,0.012542625,0.00016508382,0.00005745341,0.00047928045,0.0005437694,0.01784313,0.89654785,0.002542613,0.06586394,0.00011999296],"about_ca_topic_score_codex":0.00041431788,"about_ca_topic_score_gemma":0.0010473935,"teacher_disagreement_score":0.0021607587,"about_ca_system_score_codex":0.00043435383,"about_ca_system_score_gemma":0.00047229335,"threshold_uncertainty_score":0.007228434},"labels":[],"label_agreement":null},{"id":"W4409799910","doi":"10.11159/icsect25.119","title":"Challenges in the Anthropocene: Concrete Modified with Pumice Stone Powder from Demolished Block","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Pumice; Anthropocene; Block (permutation group theory); Crushed stone; Archaeology; Geology; Materials science; Geotechnical engineering; Geochemistry; History; Volcano","score_opus":0.008799854600940436,"score_gpt":0.20080191214612442,"score_spread":0.19200205754518399,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799910","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971551,0.0007508566,0.0005962265,0.00018140247,0.000006759192,0.0000109907605,0.000023184,0.000004341455,0.0012710881],"genre_scores_gemma":[0.9963516,0.001049063,0.0015585253,0.000023861496,0.000006140863,0.0000058965666,0.00003735292,0.0000027885942,0.0009647667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997774,0.000059422684,0.000010428593,0.000040311603,0.00008025226,0.000032175736],"domain_scores_gemma":[0.99989593,0.000020525324,0.00003540186,0.000010921999,0.000023136057,0.000014110145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003739874,0.00020978868,0.00021013479,0.00028595136,0.00041611135,0.0005509011,0.00037591776,0.00053906406,0.0006095916],"category_scores_gemma":[0.00036171314,0.000086155625,0.00020324647,0.0003508379,0.00048371672,0.00051185914,0.0003075395,0.00028184027,0.00014132305],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008914335,0.0005565928,0.028305728,0.0005523857,0.0000738356,0.0025830644,0.00084140926,0.0070633357,0.8947711,0.0018759755,0.00026268375,0.062222503],"study_design_scores_gemma":[0.00006822836,0.0068168794,0.16904844,0.0001101496,0.00019793527,0.0035983187,0.0056630094,0.00978548,0.7659667,0.0024600797,0.0362122,0.00007259602],"about_ca_topic_score_codex":0.003127434,"about_ca_topic_score_gemma":0.009796033,"teacher_disagreement_score":0.003127434,"about_ca_system_score_codex":0.0005368551,"about_ca_system_score_gemma":0.00041639485,"threshold_uncertainty_score":0.0062184334},"labels":[],"label_agreement":null},{"id":"W4409799964","doi":"10.11159/icsect25.144","title":"Numerical Modelling for System-Level Structural Performance of 3D Printed Concrete Structures","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovations in Concrete and Construction Materials","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":"3d printed; Computer science; Numerical models; Structural engineering; Computer simulation; Engineering; Simulation; Manufacturing engineering","score_opus":0.00802423478824698,"score_gpt":0.19584910440130812,"score_spread":0.18782486961306114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799964","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30497983,0.0002872624,0.67627305,0.00025628618,0.000064968895,0.00013129349,0.00042151572,0.0008583405,0.016727412],"genre_scores_gemma":[0.9561935,0.00017652907,0.03990614,0.000024030962,0.0000082777715,0.00012157567,0.00014468536,0.000057632053,0.0033674927],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997589,0.000049131977,0.000014215176,0.000040574974,0.000114440496,0.000022816113],"domain_scores_gemma":[0.99953604,0.00023722985,0.00006661977,0.000061064864,0.000084757696,0.000014332887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000408576,0.00041303883,0.000399607,0.00046638504,0.0003582023,0.0007428405,0.0007547105,0.001572123,0.0022618715],"category_scores_gemma":[0.0012065092,0.00030400173,0.0007028901,0.00037339638,0.0008105657,0.00057624746,0.00045387872,0.000556828,0.00052580604],"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":[0.0000084108315,0.000013512959,0.000429234,0.000023879888,0.0000046110154,0.00003242101,0.000038382263,0.98992246,0.006562722,0.0009458556,0.000044221255,0.0019743314],"study_design_scores_gemma":[0.0000010888982,0.000008228192,0.00020492883,0.0000025069119,0.0000012503558,0.000008072361,0.0000056517842,0.9984855,0.00097042543,0.0001641513,0.00014572834,0.0000025426527],"about_ca_topic_score_codex":0.0039725904,"about_ca_topic_score_gemma":0.0029434774,"teacher_disagreement_score":0.0039725904,"about_ca_system_score_codex":0.0005427131,"about_ca_system_score_gemma":0.00059498695,"threshold_uncertainty_score":0.007898927},"labels":[],"label_agreement":null},{"id":"W4410191704","doi":"10.70803/001c.137862","title":"Compressive Strength Prediction of Grouted Hollow Concrete Block Masonry: A Comparative Study of Major International Codes and a Proposed Model","year":2018,"lang":"en","type":"article","venue":"The Masonry Society Journal","topic":"Innovations in Concrete and Construction Materials","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; Queen's University","funders":"","keywords":"Masonry; Compressive strength; Block (permutation group theory); Structural engineering; Geotechnical engineering; Engineering; Materials science; Composite material; Mathematics","score_opus":0.024361111142685,"score_gpt":0.2565201975230457,"score_spread":0.23215908638036073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410191704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91088235,0.0015040074,0.08399361,0.00008727365,0.00002474178,0.00007485471,0.0005411549,0.00039604784,0.0024959268],"genre_scores_gemma":[0.98576605,0.00044504786,0.0130063165,0.000010783812,0.0000066975135,0.00003389708,0.00045375552,0.000022787633,0.00025462726],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986998,0.0002603139,0.00009411109,0.0002733384,0.0006167035,0.000055804838],"domain_scores_gemma":[0.9952437,0.0025609038,0.0006359237,0.00036615756,0.0011264349,0.00006689228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002303197,0.0006187612,0.00064343197,0.0027430374,0.0001814591,0.00090845284,0.0012045732,0.00073149183,0.0004318556],"category_scores_gemma":[0.006847263,0.00026644967,0.0006532332,0.001582687,0.00035551775,0.000915448,0.0004291477,0.00033576696,0.00025950465],"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":[0.00056550035,0.00037323165,0.1795447,0.0004892936,0.00018094128,0.00019826693,0.0002271851,0.5883892,0.0119046215,0.0017895601,0.00075522775,0.21558233],"study_design_scores_gemma":[0.000009199616,0.0003335791,0.032967076,0.000049834453,0.00005611198,0.00011347478,0.00009497652,0.9610004,0.0043606427,0.00031689563,0.00066592544,0.000031877506],"about_ca_topic_score_codex":0.0072765355,"about_ca_topic_score_gemma":0.006627898,"teacher_disagreement_score":0.0072765355,"about_ca_system_score_codex":0.00081696844,"about_ca_system_score_gemma":0.00090175605,"threshold_uncertainty_score":0.014468372},"labels":[],"label_agreement":null},{"id":"W4410196922","doi":"10.1016/j.engstruct.2025.120510","title":"Performance of full-scale 3D-printed concrete walls: Effects of vertical reinforcements and window opening","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovations in Concrete and Construction Materials","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 Windsor","funders":"","keywords":"Reinforcement; Window (computing); Structural engineering; Scale (ratio); Engineering; Materials science; Geotechnical engineering; Computer science","score_opus":0.002493281270904789,"score_gpt":0.1959380369177843,"score_spread":0.19344475564687952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410196922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871707,0.00010808079,0.000739851,0.0000040408895,0.000007598761,0.0000035453097,0.0000373967,0.00003654184,0.00034597612],"genre_scores_gemma":[0.998628,0.000063739375,0.0007721977,0.00000524456,0.0000016547924,0.0000034138072,0.00004219634,0.000014710949,0.0004688109],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971217,0.000027576476,0.00002696931,0.000041802603,0.00014865579,0.000042901476],"domain_scores_gemma":[0.99910694,0.00030347452,0.00022794571,0.00013625469,0.00012960697,0.00009573485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026800486,0.00047186587,0.00024204745,0.00028808246,0.0001398881,0.0003000989,0.00025406628,0.00041653917,0.0014769947],"category_scores_gemma":[0.00080060866,0.00022139822,0.00032657993,0.00020892314,0.00036620235,0.00039255078,0.00037140067,0.0003357769,0.0003145093],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015212639,0.000049035323,0.0011161313,0.000066582616,0.0000113775,0.00016793518,0.00008302666,0.005966452,0.98720443,0.00002683288,0.000023531444,0.005132425],"study_design_scores_gemma":[0.0000066634957,0.00085646537,0.013513902,0.000009976665,0.00001838612,0.00013903549,0.0000931648,0.004524758,0.98049265,0.00002005613,0.00030465494,0.000020327312],"about_ca_topic_score_codex":0.0003306665,"about_ca_topic_score_gemma":0.0009946901,"teacher_disagreement_score":0.0014769947,"about_ca_system_score_codex":0.00012924119,"about_ca_system_score_gemma":0.0001156923,"threshold_uncertainty_score":0.0049410462},"labels":[],"label_agreement":null},{"id":"W4410319534","doi":"10.3390/constrmater5020031","title":"Structural Build-Up of Cement Pastes: A Comprehensive Overview and Key Research Directions","year":2025,"lang":"en","type":"article","venue":"Construction Materials","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Cement; Key (lock); Civil engineering; Construction engineering; Engineering; Forensic engineering; Materials science; Computer science; Composite material","score_opus":0.05398563093810825,"score_gpt":0.3310124523678718,"score_spread":0.27702682142976354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410319534","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010163899,0.99681085,0.00064443325,0.00014546784,0.0000779061,0.000009714984,0.00006524831,0.000013400812,0.0012165605],"genre_scores_gemma":[0.003161625,0.99539435,0.00069737836,0.00008910725,0.00009045983,0.000011208741,0.00007787623,0.00000341873,0.00047468176],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997427,0.00002951321,0.000040627754,0.00007700152,0.000082664956,0.000027476353],"domain_scores_gemma":[0.9996959,0.00015052303,0.000054948538,0.000009597156,0.00007251865,0.000016545022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051192916,0.00097179227,0.0014468493,0.0030464546,0.00025287463,0.00114551,0.00059189054,0.00091069844,0.0021670123],"category_scores_gemma":[0.00046067836,0.00054162147,0.0007099991,0.0024969522,0.00040621278,0.0017649385,0.0005408407,0.0011029746,0.0009900914],"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":[0.00011210607,0.00019741613,0.00083606795,0.0909976,0.00017845763,0.00048226313,0.00029595988,0.0020626306,0.032530993,0.012232144,0.010465831,0.84960854],"study_design_scores_gemma":[0.000010947314,0.00034734316,0.0028317196,0.0060226945,0.00038335897,0.0014763597,0.00018437846,0.00065942376,0.0105062155,0.0039630756,0.97354215,0.00007231301],"about_ca_topic_score_codex":0.0014414658,"about_ca_topic_score_gemma":0.0017584473,"teacher_disagreement_score":0.0030464546,"about_ca_system_score_codex":0.0005313415,"about_ca_system_score_gemma":0.0013726779,"threshold_uncertainty_score":0.007249415},"labels":[],"label_agreement":null},{"id":"W4410431369","doi":"10.1016/j.cscm.2025.e04758","title":"Performance evaluation of limestone-blended cement and cellulose nanomaterials in 3D concrete printing","year":2025,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Innovations in Concrete and Construction Materials","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":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Cement; Nanomaterials; Cellulose; Materials science; 3D printing; Composite material; Engineering; Nanotechnology; Chemical engineering","score_opus":0.03432156953163104,"score_gpt":0.3082538463286423,"score_spread":0.27393227679701126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410431369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968849,0.00036822105,0.0016724659,0.000012782338,0.00000780268,0.000015164817,0.00010961675,0.00003455605,0.00089446234],"genre_scores_gemma":[0.99465513,0.0004336235,0.004007227,0.000011459599,0.0000019899085,0.000021135982,0.00007977306,0.000012050962,0.0007775924],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997588,0.000035326524,0.000023929717,0.000041369087,0.000113501825,0.000027058883],"domain_scores_gemma":[0.99976724,0.00007219232,0.00006513405,0.000018360517,0.000046818874,0.00003014968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036518963,0.0003263838,0.00022011095,0.00025364972,0.00014072318,0.0003280193,0.00017630617,0.00032363852,0.00051663973],"category_scores_gemma":[0.00045419706,0.0001609213,0.00038541586,0.0002690771,0.00016418389,0.00027415575,0.00020666313,0.0003169946,0.00019645481],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000065125976,0.000035008474,0.00036334607,0.000070681635,0.0000074501454,0.000074423166,0.000028625778,0.0020877281,0.99379164,0.000046342084,0.000017075197,0.0034125573],"study_design_scores_gemma":[0.0000024830963,0.00017290856,0.0012652347,0.0000031301392,0.000008426605,0.00002898407,0.000012703859,0.0026501976,0.9955883,0.000008792114,0.0002529122,0.0000058634337],"about_ca_topic_score_codex":0.0008352765,"about_ca_topic_score_gemma":0.0022363246,"teacher_disagreement_score":0.0008352765,"about_ca_system_score_codex":0.0002995224,"about_ca_system_score_gemma":0.00017923104,"threshold_uncertainty_score":0.002173245},"labels":[],"label_agreement":null},{"id":"W4410590815","doi":"10.1016/j.conbuildmat.2025.141620","title":"Fine-tuning the microstructure of concrete composite: Impact of surface-coated nanocellulose on the increase of strength and decrease of strength variation in concrete","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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":"Hudbay Minerals (Canada); University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto","keywords":"Materials science; Nanocellulose; Microstructure; Composite material; Composite number; Cellulose; Engineering; Chemical engineering","score_opus":0.006848093030171915,"score_gpt":0.2306891022478773,"score_spread":0.2238410092177054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410590815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99704546,0.0006507839,0.0016200359,0.000017904444,0.000011290026,0.000015044578,0.00008663223,0.000040968946,0.00051196857],"genre_scores_gemma":[0.9973404,0.00030263816,0.0017931378,0.000015847414,0.0000028191766,0.000015750114,0.00004396308,0.000016543672,0.00046887444],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999019,0.000008829964,0.0000074682594,0.000029986324,0.0000301331,0.000021609525],"domain_scores_gemma":[0.99987185,0.000016519742,0.00004959741,0.000009898332,0.000023265755,0.00002882988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015593789,0.00035689663,0.0001754151,0.00020994674,0.00012453954,0.00017788383,0.00012761867,0.00023871461,0.0005660337],"category_scores_gemma":[0.00018492065,0.00020188252,0.0001893103,0.00013982606,0.000169063,0.0002033428,0.00015351745,0.00036003377,0.00014664409],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013805903,0.0000048746538,0.00005923832,0.000015398027,0.0000014247552,0.000008481837,0.0000058383935,0.00008699724,0.9994024,0.000007950922,0.0000041624844,0.00038940096],"study_design_scores_gemma":[0.0000027917083,0.000119743185,0.003241796,0.0000032199332,0.0000064896844,0.000029024784,0.000009755597,0.00072857016,0.99551326,0.0000063296375,0.00033439967,0.000004485017],"about_ca_topic_score_codex":0.0009877468,"about_ca_topic_score_gemma":0.0035089331,"teacher_disagreement_score":0.0009877468,"about_ca_system_score_codex":0.00023151639,"about_ca_system_score_gemma":0.00013839653,"threshold_uncertainty_score":0.0019640326},"labels":[],"label_agreement":null},{"id":"W4410810694","doi":"10.1115/1.4068764","title":"Cost Effective Design and Development of a Cable-Driven Parallel Robot for Concrete Printing","year":2025,"lang":"en","type":"article","venue":"ASME Letters in Translational Robotics","topic":"Innovations in Concrete and Construction Materials","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":"Ministry of Education, India","keywords":"Development (topology); 3D printing; Computer science; Robot; Engineering drawing; Construction engineering; Engineering; Mechanical engineering; Artificial intelligence; Mathematics","score_opus":0.025699450651338728,"score_gpt":0.26028028857288243,"score_spread":0.23458083792154372,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410810694","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0878525,0.00015003317,0.89814585,0.00014571032,0.00008898756,0.0006395475,0.00011926467,0.0033614107,0.009496605],"genre_scores_gemma":[0.45228964,0.00012254903,0.5398207,0.000046204572,0.000017998213,0.00039069043,0.00014971425,0.00009421383,0.0070682517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968684,0.000027918692,0.000016272565,0.000068310415,0.00016776778,0.000032809345],"domain_scores_gemma":[0.9997638,0.000030450848,0.000047368023,0.000036371977,0.00009336363,0.00002871186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032067805,0.0004895145,0.00034116753,0.00032090803,0.00025451794,0.00029988325,0.00086322444,0.000430127,0.0027737643],"category_scores_gemma":[0.0003076624,0.00029511857,0.0002698957,0.00012418591,0.0002456265,0.00025582782,0.00042359534,0.0003849431,0.0010211635],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003325692,0.00028815947,0.0016323236,0.00066710287,0.000047591995,0.0007798056,0.00018154595,0.113477476,0.6553,0.006990699,0.0031861977,0.2171166],"study_design_scores_gemma":[0.00042545336,0.0034779557,0.005157035,0.00007781307,0.00008686928,0.0015768347,0.00009622387,0.58102006,0.35599732,0.0013242668,0.050645504,0.00011476482],"about_ca_topic_score_codex":0.0010165811,"about_ca_topic_score_gemma":0.00087122037,"teacher_disagreement_score":0.0027737643,"about_ca_system_score_codex":0.00028045365,"about_ca_system_score_gemma":0.0011551011,"threshold_uncertainty_score":0.009279132},"labels":[],"label_agreement":null},{"id":"W4410943998","doi":"10.1016/j.compositesb.2025.112677","title":"Braid-trusion of hollow thermoplastic composites using an expanding mandrel approach","year":2025,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Braid; Composite material; Mandrel; Thermoplastic composites; Thermoplastic","score_opus":0.015785331930146446,"score_gpt":0.23729232860210267,"score_spread":0.22150699667195622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410943998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8989566,0.00081286125,0.09523555,0.0000440791,0.000049251703,0.0000787963,0.000059382037,0.00044255296,0.004320871],"genre_scores_gemma":[0.9098406,0.00023587627,0.08738946,0.000022670536,0.0000074805216,0.000039012994,0.000057365953,0.000056767953,0.0023507571],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976665,0.000020272126,0.000019461706,0.00004902312,0.000109858796,0.00003478266],"domain_scores_gemma":[0.999622,0.000050898947,0.00013533398,0.00009025414,0.00006559488,0.000035960482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036288367,0.00034322558,0.00022323153,0.00043954997,0.00020434786,0.00021771394,0.00037180877,0.0002505981,0.00073490094],"category_scores_gemma":[0.0003597087,0.00033765446,0.00022726839,0.00018922873,0.00036862917,0.000394554,0.0003689004,0.00031885685,0.00025311703],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051273248,0.000025806112,0.00046928058,0.00007768803,0.000005845359,0.00010621086,0.000066222856,0.0034047118,0.9812283,0.00091410853,0.00006832839,0.013582296],"study_design_scores_gemma":[0.000015177023,0.00052977505,0.0036677888,0.0000127041285,0.000015622352,0.00039915813,0.000035251374,0.013012795,0.97716206,0.00017883866,0.0049489704,0.000021818114],"about_ca_topic_score_codex":0.000292128,"about_ca_topic_score_gemma":0.0015545794,"teacher_disagreement_score":0.00073490094,"about_ca_system_score_codex":0.00023044804,"about_ca_system_score_gemma":0.00035995312,"threshold_uncertainty_score":0.0024584532},"labels":[],"label_agreement":null},{"id":"W4411025022","doi":"10.1016/j.autcon.2025.106311","title":"Advancing polymer composites in civil infrastructure through 3D printing","year":2025,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","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 de Sherbrooke","funders":"University of Southern Queensland","keywords":"3D printing; Civil infrastructure; Composite material; Materials science; Polymer; Engineering; Civil engineering; Construction engineering","score_opus":0.003094327295182738,"score_gpt":0.22487324585165305,"score_spread":0.2217789185564703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411025022","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2850027,0.1591518,0.3567645,0.0014403085,0.0017298608,0.00036081308,0.0015193449,0.0038868142,0.1901438],"genre_scores_gemma":[0.69032604,0.10751094,0.17833938,0.00055976876,0.00022315339,0.00019377902,0.00057755865,0.0003693278,0.021900062],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996623,0.00003812861,0.000023426152,0.00005432576,0.00018747686,0.00003431642],"domain_scores_gemma":[0.9998317,0.00007193129,0.0000303099,0.000026397414,0.000028600147,0.000011097813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035795633,0.0004684102,0.00031308437,0.00083404686,0.00024159462,0.0012342229,0.0003392043,0.0006852088,0.0030951824],"category_scores_gemma":[0.0004257547,0.00035496725,0.00062374194,0.0007266769,0.00039088284,0.0008939796,0.0007633239,0.0010540717,0.0016744304],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006315601,0.00008577764,0.00041816625,0.0036542327,0.0000419623,0.0009148062,0.00028602965,0.010453768,0.789305,0.020211618,0.0029279033,0.17163762],"study_design_scores_gemma":[0.00001271125,0.00021661667,0.0011943398,0.00027482575,0.00005813768,0.0014231887,0.000106933294,0.008222517,0.756701,0.0036886358,0.22803852,0.00006244048],"about_ca_topic_score_codex":0.00030291738,"about_ca_topic_score_gemma":0.00090512645,"teacher_disagreement_score":0.0030951824,"about_ca_system_score_codex":0.00033203082,"about_ca_system_score_gemma":0.00030722888,"threshold_uncertainty_score":0.0103544},"labels":[],"label_agreement":null},{"id":"W4411162809","doi":"10.1016/j.nxmate.2025.100811","title":"Ultra-low dosages of novel graphene types enhance the rheological properties and buildability of 3D printed binders","year":2025,"lang":"en","type":"article","venue":"Next Materials","topic":"Innovations in Concrete and Construction Materials","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":"Hydro One (Canada); Canadian Hydrographic Service","funders":"Arizona State University; National Science Foundation","keywords":"Rheology; Graphene; Materials science; 3d printed; Composite material; Nanotechnology; Manufacturing engineering; Engineering","score_opus":0.021365335161198165,"score_gpt":0.23422413774205653,"score_spread":0.21285880258085838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411162809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99437016,0.0003960968,0.0037726967,0.000031822372,0.00001566629,0.000009813582,0.0000995351,0.00013839878,0.001165866],"genre_scores_gemma":[0.9962004,0.00021811824,0.002738711,0.000020574444,0.0000039129486,0.000009139777,0.00006435387,0.000020950025,0.0007239125],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998579,0.000015059674,0.000010882616,0.00002359852,0.00006601821,0.000026514317],"domain_scores_gemma":[0.99982065,0.00005308305,0.000062456034,0.00002206894,0.000022588476,0.000019160903],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013054429,0.00031929184,0.0001253858,0.0002985411,0.00008546957,0.0002782906,0.00015987869,0.00032196776,0.0009031886],"category_scores_gemma":[0.00032252166,0.00012853352,0.00024848606,0.00015278466,0.00021453336,0.00034226733,0.00022613232,0.00053635024,0.0002491199],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015815209,0.000007168163,0.0000772951,0.000021936607,0.0000030431618,0.000033063607,0.000013156649,0.00023462284,0.9982967,0.000047578596,0.00001042365,0.0012390892],"study_design_scores_gemma":[0.000001302778,0.00005403468,0.0008032711,0.0000021567316,0.000005039264,0.000033687513,0.00000857462,0.00063189055,0.99803776,0.000013660777,0.00040544584,0.0000032841035],"about_ca_topic_score_codex":0.00018336413,"about_ca_topic_score_gemma":0.00054200954,"teacher_disagreement_score":0.0009031886,"about_ca_system_score_codex":0.00015648082,"about_ca_system_score_gemma":0.000060857776,"threshold_uncertainty_score":0.0030214787},"labels":[],"label_agreement":null},{"id":"W4411453439","doi":"10.3390/buildings15122133","title":"Integrating Modular Construction, Interlocking Blocks, and Robotic Technology with Lean Principles to Improve Masonry Construction Efficiency","year":2025,"lang":"en","type":"article","venue":"Buildings","topic":"Innovations in Concrete and Construction Materials","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":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Interlocking; Modular design; Masonry; Productivity; Engineering; Construction waste; Construction engineering; Manufacturing engineering; Civil engineering; Computer science; Mechanical engineering; Waste management","score_opus":0.004482915752412406,"score_gpt":0.20532959587317773,"score_spread":0.20084668012076531,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411453439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62882197,0.0007002158,0.34796777,0.00029707365,0.000027406688,0.00029818772,0.000039170718,0.00036115796,0.021487122],"genre_scores_gemma":[0.8647199,0.00039820359,0.13338217,0.000031428448,0.0000045319266,0.00009567879,0.000025446532,0.000016554412,0.0013260699],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990822,0.0004387124,0.000028408736,0.00006913203,0.00029333305,0.000088133704],"domain_scores_gemma":[0.99937695,0.00029072497,0.00015352893,0.000065488246,0.000076964694,0.00003638156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013046936,0.0004512786,0.00020086393,0.0005133616,0.0002755354,0.0006851351,0.00047010777,0.00029366612,0.0014170908],"category_scores_gemma":[0.0015478352,0.0001463774,0.00029429983,0.00037130207,0.00063403725,0.00070311996,0.00085585704,0.00035145434,0.00018591441],"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":[0.00039048152,0.0025957583,0.021245703,0.0015654783,0.00014562516,0.00038567474,0.0016634181,0.32585853,0.09746434,0.06855366,0.000980039,0.47915134],"study_design_scores_gemma":[0.00028110849,0.011058447,0.053966124,0.0013103088,0.000434051,0.0007699445,0.003232046,0.65990674,0.13798837,0.065511085,0.06533341,0.00020834875],"about_ca_topic_score_codex":0.0014647474,"about_ca_topic_score_gemma":0.004914233,"teacher_disagreement_score":0.0014647474,"about_ca_system_score_codex":0.00075122726,"about_ca_system_score_gemma":0.0017147616,"threshold_uncertainty_score":0.0069000125},"labels":[],"label_agreement":null},{"id":"W4411465316","doi":"10.1061/jsdccc.sceng-1636","title":"3D Printing of Conventional and Geopolymer Concretes: Advancements, Challenges, Future Directions, and Cost Analysis","year":2025,"lang":"en","type":"article","venue":"Journal of structural design and construction practice.","topic":"Innovations in Concrete and Construction Materials","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":"Geopolymer; 3D printing; Geopolymer cement; Process engineering; Computer science; Construction engineering; Engineering; Mechanical engineering; Waste management","score_opus":0.010483454797477197,"score_gpt":0.2610277313078903,"score_spread":0.2505442765104131,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411465316","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16372004,0.6568959,0.12084694,0.0061929016,0.0006677557,0.00017246263,0.0004305245,0.0003189437,0.05075458],"genre_scores_gemma":[0.3954133,0.48646227,0.10233388,0.00034963433,0.00042212382,0.000111067005,0.0004944408,0.00010132913,0.014311964],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99818254,0.00016519608,0.00008773732,0.00015573323,0.0013142513,0.000094620984],"domain_scores_gemma":[0.99851686,0.00043838972,0.0002531943,0.00016293506,0.00055309496,0.00007545168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016559991,0.0005355222,0.0005300536,0.0020388307,0.00030650248,0.0025148976,0.00088278594,0.00091683556,0.0025398473],"category_scores_gemma":[0.0013305538,0.00039059977,0.0008855032,0.0029054969,0.00066547364,0.002846815,0.000720219,0.0010452225,0.0009830222],"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":[0.00013843161,0.00021217972,0.004727417,0.002881023,0.000044245902,0.00039674406,0.00020554732,0.010581205,0.05136095,0.037739553,0.0031271644,0.8885855],"study_design_scores_gemma":[0.00002836793,0.0016857092,0.020019341,0.001998553,0.0001949333,0.005385475,0.0015773253,0.09297568,0.31304812,0.031012544,0.5317466,0.00032736687],"about_ca_topic_score_codex":0.0012132284,"about_ca_topic_score_gemma":0.0018667136,"teacher_disagreement_score":0.0025398473,"about_ca_system_score_codex":0.0012984743,"about_ca_system_score_gemma":0.0007918341,"threshold_uncertainty_score":0.00942111},"labels":[],"label_agreement":null},{"id":"W4411577453","doi":"10.1617/s11527-025-02686-x","title":"Mechanical properties of 3D printed concrete: a RILEM TC 304-ADC interlaboratory study — approach and main results","year":2025,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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":"Rīgas Tehniskā Universitāte; Technische Universität Berlin; Technische Universität München; Technische Universiteit Eindhoven; Universiteit Stellenbosch; Tongji University; Université de Sherbrooke; Eidgenössische Technische Hochschule Zürich; Universidade de São Paulo; Loughborough University; Technische Universität Dresden; Universiteit Gent; Vysoké Učení Technické v Brně; Swinburne University of Technology; China Building Materials Academy","keywords":"Solid mechanics; Materials science; Composite material; Forensic engineering; 3d printed; Engineering; Manufacturing engineering","score_opus":0.010991658990081152,"score_gpt":0.2192122228669336,"score_spread":0.20822056387685245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411577453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873739,0.00027450806,0.008090393,0.000036726462,0.000011607944,0.00036087038,0.001221988,0.00012574693,0.0025042642],"genre_scores_gemma":[0.97635186,0.00020897936,0.016751083,0.00007913964,0.000024218123,0.00063748966,0.0020380435,0.000054606997,0.0038546505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99418277,0.0015411966,0.00031912143,0.0012481064,0.0025207885,0.00018797092],"domain_scores_gemma":[0.99748045,0.00041726138,0.00044865493,0.00076543126,0.0006951293,0.000193032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033135077,0.0013560111,0.00065281213,0.0012881046,0.0008295904,0.0005876452,0.00083383,0.001521957,0.0014962364],"category_scores_gemma":[0.0012845497,0.00030789303,0.0008128475,0.00092818006,0.00089208415,0.00028640864,0.0012434182,0.0006829899,0.0017908197],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000771892,0.0010528123,0.014004138,0.00020715967,0.00006493248,0.00020098164,0.0005182902,0.00144115,0.96956396,0.00008502513,0.00015641542,0.01193329],"study_design_scores_gemma":[0.00007653385,0.018703263,0.14001766,0.00004347434,0.00017295776,0.0009297467,0.0007659376,0.0016420954,0.8312515,0.00013061466,0.0061486564,0.000117632415],"about_ca_topic_score_codex":0.0011077854,"about_ca_topic_score_gemma":0.0022900999,"teacher_disagreement_score":0.0033135077,"about_ca_system_score_codex":0.0006197087,"about_ca_system_score_gemma":0.0006995818,"threshold_uncertainty_score":0.017523706},"labels":[],"label_agreement":null},{"id":"W4411609688","doi":"10.1617/s11527-025-02650-9","title":"Mechanical properties of 3D printed concrete: a RILEM TC 304-ADC interlaboratory study-Design and implementation of a database system for querying, sharing, and analyzing experimental data","year":2025,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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":"Université Gustave Eiffel; Rīgas Tehniskā Universitāte; Technische Universität Berlin; Vysoké Učení Technické v Brně; Universiteit Gent; Technische Universität München; Universiteit Stellenbosch; Technische Universiteit Eindhoven; Tongji University; Universidade de São Paulo; Technische Universiteit Delft; Loughborough University; Indian Institute of Technology Madras; Université de Sherbrooke; Eidgenössische Technische Hochschule Zürich; China Building Materials Academy; Swinburne University of Technology; Technische Universität Dresden; Southeast University; Università degli Studi di Napoli Federico II","keywords":"Solid mechanics; Database; Computer science; Materials science; Engineering; Composite material","score_opus":0.03153998557733134,"score_gpt":0.30112718282276096,"score_spread":0.2695871972454296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411609688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.509786,0.00080656697,0.43014425,0.0006676483,0.00014865818,0.0065283654,0.022493707,0.016909601,0.012515218],"genre_scores_gemma":[0.55616397,0.00049944245,0.4121431,0.00019400293,0.00005018272,0.006042752,0.018191703,0.0007430079,0.0059718196],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9953589,0.0012569302,0.0005158097,0.0007043897,0.0020208897,0.00014319776],"domain_scores_gemma":[0.99478096,0.0010348035,0.000347155,0.0014829464,0.002112447,0.00024178118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009519792,0.0005545309,0.00096253253,0.0025689576,0.0007999937,0.0018459861,0.0026363416,0.0010589416,0.0038035004],"category_scores_gemma":[0.0037284333,0.00042113167,0.0005601814,0.001942964,0.00058386114,0.001151473,0.0013611361,0.000504757,0.0017139405],"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":[0.004003414,0.0028441923,0.07229077,0.0018165078,0.00023256819,0.0011774057,0.002388219,0.028937845,0.5479847,0.0055729426,0.010944003,0.32180735],"study_design_scores_gemma":[0.00073581806,0.0033843357,0.09674937,0.00031126337,0.0003118883,0.0009615374,0.0017212244,0.11704303,0.6940552,0.0013972267,0.08302565,0.0003034707],"about_ca_topic_score_codex":0.006786608,"about_ca_topic_score_gemma":0.0058706487,"teacher_disagreement_score":0.009519792,"about_ca_system_score_codex":0.0015275636,"about_ca_system_score_gemma":0.002702875,"threshold_uncertainty_score":0.050346017},"labels":[],"label_agreement":null},{"id":"W4411609922","doi":"10.1617/s11527-025-02688-9","title":"Mechanical properties of 3D printed concrete: a RILEM 304-ADC interlaboratory study – compressive strength and modulus of elasticity","year":2025,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":21,"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":"Technische Universität München; Universidade de São Paulo; Eidgenössische Technische Hochschule Zürich; Technische Universität Berlin; Technische Universiteit Eindhoven; Loughborough University; Technische Universität Dresden; Key Technologies Research and Development Program; Swinburne University of Technology; Université de Sherbrooke","keywords":"Compressive strength; Materials science; Curing (chemistry); Composite material; Young's modulus; Solid mechanics","score_opus":0.008072136012260102,"score_gpt":0.21880364832690927,"score_spread":0.21073151231464918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411609922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98901355,0.00015317803,0.007899459,0.000033013028,0.000021153803,0.00020495665,0.0012244505,0.00013090708,0.0013194624],"genre_scores_gemma":[0.9670852,0.00013699861,0.025369339,0.00010104775,0.000017536506,0.00045195143,0.0031468929,0.000092275666,0.0035987827],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9951931,0.0010537202,0.00040626508,0.0010536147,0.002163725,0.00012967229],"domain_scores_gemma":[0.99570304,0.0006157038,0.00071467046,0.0012324092,0.0014420537,0.00029210572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034080353,0.0011962553,0.0005647261,0.0013068757,0.00097203674,0.00056792813,0.00076132145,0.0014109409,0.0014110093],"category_scores_gemma":[0.0019054054,0.0003625225,0.0010267636,0.0009738963,0.00074114697,0.00029643744,0.0010752779,0.0009679714,0.0012821076],"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":[0.00028884748,0.00083316414,0.0084510995,0.00008712217,0.00006977827,0.00016257481,0.00046814428,0.0009413085,0.9828855,0.00004619246,0.00016469778,0.005601626],"study_design_scores_gemma":[0.00006633906,0.009533532,0.1141956,0.000025585552,0.00021795371,0.00092529977,0.0005749628,0.0016140717,0.8671346,0.000084142746,0.005519664,0.00010830501],"about_ca_topic_score_codex":0.0016004058,"about_ca_topic_score_gemma":0.004095615,"teacher_disagreement_score":0.0034080353,"about_ca_system_score_codex":0.0006035886,"about_ca_system_score_gemma":0.00059880543,"threshold_uncertainty_score":0.01802361},"labels":[],"label_agreement":null},{"id":"W4411609928","doi":"10.1617/s11527-025-02687-w","title":"Mechanical properties of 3D printed concrete: a RILEM TC 304-ADC interlaboratory study — flexural and tensile strength","year":2025,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"Technische Universität München; Universidade de São Paulo; Eidgenössische Technische Hochschule Zürich; Technische Universität Berlin; Technische Universiteit Eindhoven; Loughborough University; Technische Universität Dresden; Key Technologies Research and Development Program; Swinburne University of Technology; Université de Sherbrooke","keywords":"Flexural strength; Solid mechanics; Ultimate tensile strength; Materials science; Composite material; 3d printed; Structural engineering; Engineering; Biomedical engineering","score_opus":0.009254383265817264,"score_gpt":0.22306902476175655,"score_spread":0.2138146414959393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411609928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896129,0.0002439368,0.006431539,0.00002513124,0.000019573312,0.00008188435,0.0014925216,0.00016767706,0.0019247732],"genre_scores_gemma":[0.9810265,0.00014912502,0.013356489,0.000038563598,0.00000907948,0.0001509171,0.0018888896,0.000079636855,0.003300831],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99829394,0.00022257266,0.00013931311,0.0002927661,0.0009990695,0.000052343803],"domain_scores_gemma":[0.9981421,0.00024109986,0.00031466046,0.0005974288,0.0005775899,0.00012721874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014378375,0.0008418125,0.00046024556,0.0012681765,0.0005167565,0.0004540295,0.00061189523,0.0014277617,0.0017983544],"category_scores_gemma":[0.000985505,0.0002963589,0.0007052506,0.0006699938,0.0005184925,0.00027417118,0.00070978305,0.0006258842,0.0016433852],"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":[0.00013083435,0.00012065906,0.0036193784,0.00009726001,0.000032298492,0.00024871342,0.0001758483,0.0021149302,0.98901576,0.000030422523,0.00011170575,0.0043021906],"study_design_scores_gemma":[0.000022916689,0.0025452476,0.07535167,0.000042345895,0.0001069909,0.0011967001,0.0003978251,0.0023944927,0.9133301,0.000083492676,0.004447239,0.00008104188],"about_ca_topic_score_codex":0.00093911495,"about_ca_topic_score_gemma":0.0030809608,"teacher_disagreement_score":0.0017983544,"about_ca_system_score_codex":0.0003307948,"about_ca_system_score_gemma":0.00029523845,"threshold_uncertainty_score":0.007604122},"labels":[],"label_agreement":null},{"id":"W4411833179","doi":"10.1201/9781003658641-158","title":"Thermal performance improvement of brick design via 3D printing","year":2025,"lang":"en","type":"book-chapter","venue":"","topic":"Innovations in Concrete and Construction Materials","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 Waterloo","funders":"","keywords":"Brick; 3D printing; Thermal; Materials science; Architectural engineering; Engineering; Composite material; Geography; Meteorology","score_opus":0.01139265317436826,"score_gpt":0.18888062145376008,"score_spread":0.1774879682793918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411833179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5843084,0.0066722976,0.2342022,0.00027635603,0.00048664853,0.00009031493,0.00059372745,0.0026023723,0.17076766],"genre_scores_gemma":[0.8672002,0.003260453,0.08730291,0.0000767126,0.000039291343,0.000065365995,0.0003973462,0.00046041256,0.04119729],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999808,0.000013612726,0.0000050613726,0.00002331144,0.0001323029,0.000017756038],"domain_scores_gemma":[0.99990284,0.000028314178,0.0000133285,0.000020656249,0.000030473473,0.0000043563587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011614805,0.00036418694,0.0002791151,0.00039543005,0.00014285826,0.0007226246,0.0003947694,0.00036520057,0.004142709],"category_scores_gemma":[0.00024724513,0.00023789439,0.00032875568,0.0004611603,0.00014470817,0.00038948853,0.00029441292,0.00036205797,0.0015548066],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000062667474,0.0000658829,0.0003559993,0.0004382898,0.000015744004,0.00018673418,0.00010035285,0.06949339,0.82058793,0.0050724605,0.002516131,0.101104334],"study_design_scores_gemma":[0.000014461377,0.00028882097,0.0032268818,0.00006206231,0.000033439035,0.0006178714,0.0000530114,0.16217302,0.7852359,0.002041041,0.04619653,0.000057109846],"about_ca_topic_score_codex":0.00024467983,"about_ca_topic_score_gemma":0.00060409756,"teacher_disagreement_score":0.004142709,"about_ca_system_score_codex":0.00029509296,"about_ca_system_score_gemma":0.00013663278,"threshold_uncertainty_score":0.013858736},"labels":[],"label_agreement":null},{"id":"W4411865992","doi":"10.1061/jsdccc.sceng-1808","title":"Mechanical and Durability Performance of 3D-Printed Concrete with Coarse Aggregates and Cold Joints","year":2025,"lang":"en","type":"article","venue":"Journal of structural design and construction practice.","topic":"Innovations in Concrete and Construction Materials","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 Windsor","funders":"","keywords":"Durability; Materials science; Structural engineering; Composite material; Forensic engineering; Geotechnical engineering; Geology; Engineering","score_opus":0.008722071785209333,"score_gpt":0.2292332835273715,"score_spread":0.22051121174216215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411865992","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980135,0.00030786768,0.00099284,0.0000080072905,0.000018338731,0.000004322304,0.00008812906,0.000054785483,0.00051222765],"genre_scores_gemma":[0.9973361,0.00015094651,0.0014639358,0.000011290561,0.000003167913,0.0000053677054,0.00008054181,0.000013335033,0.00093525526],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956745,0.00003248631,0.00004895916,0.00006292227,0.0002451755,0.00004293971],"domain_scores_gemma":[0.9992607,0.00017344626,0.00020573812,0.000104751365,0.00014602506,0.000109288994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032880268,0.00045653127,0.00026596567,0.0006094833,0.00016824831,0.00026902428,0.00026900193,0.0005262676,0.0013249619],"category_scores_gemma":[0.000637436,0.00025434283,0.00043822936,0.00035153344,0.00034741056,0.00028625224,0.0003220663,0.00042209847,0.00032327464],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014766939,0.000045965895,0.0014489118,0.000083803614,0.000021131258,0.0001577012,0.00008580201,0.0064537455,0.9865323,0.000051094386,0.000039864135,0.004931929],"study_design_scores_gemma":[0.000009639441,0.00066959084,0.012601677,0.000011212702,0.000032606637,0.00015648946,0.00005931649,0.0064971335,0.9794404,0.000026287868,0.00046672768,0.000028916047],"about_ca_topic_score_codex":0.0007802745,"about_ca_topic_score_gemma":0.002449614,"teacher_disagreement_score":0.0013249619,"about_ca_system_score_codex":0.00025646915,"about_ca_system_score_gemma":0.00014149417,"threshold_uncertainty_score":0.00443238},"labels":[],"label_agreement":null},{"id":"W4412068341","doi":"10.3390/math13132201","title":"On the Mechanics of a Fiber Network-Reinforced Elastic Sheet Subjected to Uniaxial Extension and Bilateral Flexure","year":2025,"lang":"en","type":"article","venue":"Mathematics","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Materials science; Composite material; Extension (predicate logic); Engineering; Computer science","score_opus":0.008759092315018743,"score_gpt":0.21366814189987715,"score_spread":0.2049090495848584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412068341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97725254,0.0003396862,0.013935105,0.00017598494,0.000036606514,0.000029494835,0.00011676274,0.00005659458,0.008057306],"genre_scores_gemma":[0.9949668,0.00026463554,0.0020951421,0.000031793064,0.000009203889,0.000028912242,0.00007812115,0.0000125920005,0.0025126915],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99985015,0.00001910206,0.000006666127,0.00002978402,0.000064134634,0.000030080722],"domain_scores_gemma":[0.9998721,0.000032818865,0.000034296205,0.000024181674,0.000018832061,0.000017708033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023009413,0.0004450256,0.00039309432,0.00065393024,0.00050468795,0.0006286788,0.0006110013,0.00072275475,0.0021765854],"category_scores_gemma":[0.00038903585,0.0002288204,0.00043852624,0.00037868213,0.0011623203,0.0005404305,0.0007339386,0.00040118146,0.0002904138],"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":[0.00026676565,0.0001671945,0.0044332375,0.00020130191,0.000058373174,0.0026369232,0.00052253343,0.63653123,0.32168996,0.015463619,0.00054853,0.017480263],"study_design_scores_gemma":[0.000015269245,0.00021112982,0.008979484,0.0000341892,0.000022054828,0.00035115742,0.00020696763,0.9576584,0.02776009,0.003458506,0.0012516481,0.00005110531],"about_ca_topic_score_codex":0.0014873615,"about_ca_topic_score_gemma":0.001026834,"teacher_disagreement_score":0.0021765854,"about_ca_system_score_codex":0.00030625187,"about_ca_system_score_gemma":0.00033930567,"threshold_uncertainty_score":0.0072814226},"labels":[],"label_agreement":null},{"id":"W4412186680","doi":"10.26634/jce.15.2.22072","title":"To study the mechanical properties of concrete containing cement and sand with biomaterial and glass waste in concrete","year":2025,"lang":"en","type":"article","venue":"i-manager’s Journal on Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Trinity College","funders":"","keywords":"Cement; Biomaterial; Materials science; Geotechnical engineering; Properties of concrete; Composite material; Engineering; Nanotechnology","score_opus":0.012071216795118663,"score_gpt":0.21540663547462896,"score_spread":0.2033354186795103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412186680","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982157,0.00034511785,0.0006383189,0.000016995356,0.000009006535,0.0000124118305,0.00007478621,0.000008908102,0.00067876576],"genre_scores_gemma":[0.995952,0.00022160521,0.0012521483,0.0000179954,0.0000033566027,0.000014351385,0.00010430141,0.0000081879725,0.0024260744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973875,0.000029464694,0.0000140325155,0.00003835715,0.00013824103,0.00004106246],"domain_scores_gemma":[0.9997284,0.00006292976,0.00009098706,0.000017677514,0.000065844615,0.000034325596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003432133,0.00029000596,0.00023122784,0.00033877738,0.00029808548,0.00022448463,0.00021492565,0.0004124671,0.0018489944],"category_scores_gemma":[0.00032151837,0.0001755396,0.00037237455,0.0003863738,0.00023961512,0.00035828855,0.00020604453,0.0003649688,0.00057867524],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012392053,0.00011839621,0.0044064354,0.00012279459,0.000015581652,0.00008220744,0.0000598622,0.0013284371,0.98977077,0.00009257466,0.000056245837,0.0038228063],"study_design_scores_gemma":[0.000008959313,0.0019488151,0.06355894,0.000016769996,0.000033502,0.00019570815,0.00033547275,0.005505702,0.9261102,0.00009130337,0.0021683392,0.000026391592],"about_ca_topic_score_codex":0.001398916,"about_ca_topic_score_gemma":0.0043059555,"teacher_disagreement_score":0.0018489944,"about_ca_system_score_codex":0.0002788486,"about_ca_system_score_gemma":0.00027929747,"threshold_uncertainty_score":0.0061855316},"labels":[],"label_agreement":null},{"id":"W4412319579","doi":"","title":"Deep learning enhanced robotic fabrication of timber-to-timber connections with densified hardwood nails","year":2022,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Hardwood; Computer science; Artificial intelligence; Engineering; Biology; Ecology","score_opus":0.008068499392679566,"score_gpt":0.20413833040645588,"score_spread":0.1960698310137763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412319579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5391123,0.00036215293,0.43258193,0.00020513125,0.00025785484,0.000082370534,0.00026895868,0.003692824,0.023436395],"genre_scores_gemma":[0.87707764,0.00006934741,0.11573819,0.000031554227,0.000009608952,0.000025525187,0.00016576429,0.000088244036,0.0067941616],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998124,0.000011616682,0.0000062860636,0.000052924854,0.000084211904,0.000032442313],"domain_scores_gemma":[0.99979085,0.000057849313,0.000031597487,0.00005372828,0.00004239246,0.0000235188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020664834,0.0005981472,0.00032220758,0.00021086898,0.00029013402,0.0004423224,0.0008451005,0.0006008046,0.003427017],"category_scores_gemma":[0.0003783,0.00038994753,0.00042507722,0.00017412029,0.0004290606,0.00042996526,0.00064118236,0.0006354513,0.00064621837],"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":[0.00015877854,0.0002706859,0.0018782571,0.000234474,0.00006378976,0.00043867846,0.00012217856,0.5996794,0.25220925,0.0060481597,0.0029088503,0.13598754],"study_design_scores_gemma":[0.000009722791,0.0002150774,0.0010402665,0.000011541719,0.000016322008,0.000095337404,0.00003202021,0.9239556,0.070163764,0.0012675095,0.00317323,0.000019562214],"about_ca_topic_score_codex":0.0019908433,"about_ca_topic_score_gemma":0.0075491704,"teacher_disagreement_score":0.003427017,"about_ca_system_score_codex":0.00043188938,"about_ca_system_score_gemma":0.00072482304,"threshold_uncertainty_score":0.011464536},"labels":[],"label_agreement":null},{"id":"W4412369126","doi":"10.18280/rcma.350302","title":"Investigating the Effect of Applying Fish Scale Powder in Concrete as Sustainable Blending Materials","year":2025,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovations in Concrete and Construction Materials","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":"Fish <Actinopterygii>; Scale (ratio); Environmental science; Materials science; Fishery; Geography","score_opus":0.016550953312584236,"score_gpt":0.27118949040547685,"score_spread":0.25463853709289264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412369126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99811304,0.00069541886,0.0006419857,0.00001497227,0.000008366434,0.000015383854,0.00004047474,0.000010854459,0.00045954608],"genre_scores_gemma":[0.9970805,0.0006149457,0.0016395894,0.000009078549,0.0000029908026,0.000008030655,0.000036410187,0.0000060435473,0.0006025414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977165,0.000035344805,0.00001764439,0.00004257522,0.00009668203,0.000036141977],"domain_scores_gemma":[0.9998337,0.00003619976,0.00006539395,0.000013249096,0.000032359607,0.000019125226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022627467,0.00031828225,0.0002602115,0.00023453755,0.00012582213,0.00029022805,0.00019521588,0.00031296024,0.0008175436],"category_scores_gemma":[0.0002669366,0.00012307541,0.0002918588,0.00022196362,0.0002237438,0.00032725715,0.00022771349,0.00032657772,0.00019115533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011145862,0.00005651546,0.00047816258,0.00010778057,0.00001029123,0.000045442815,0.000015092399,0.00042664036,0.9959324,0.000031914646,0.000008611946,0.0027757187],"study_design_scores_gemma":[0.000004626943,0.0015686257,0.0037748902,0.000010447629,0.000029300993,0.00006595107,0.000046191544,0.0007525692,0.99269307,0.000019026884,0.0010289133,0.000006360494],"about_ca_topic_score_codex":0.00081059657,"about_ca_topic_score_gemma":0.003030653,"teacher_disagreement_score":0.0008175436,"about_ca_system_score_codex":0.0002357262,"about_ca_system_score_gemma":0.00022929301,"threshold_uncertainty_score":0.0027349591},"labels":[],"label_agreement":null},{"id":"W4412452128","doi":"10.1016/j.conbuildmat.2025.142521","title":"Squeeze test: A toolkit for assessing the printability of stiff cement-based materials","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"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; Université de Sherbrooke","keywords":"Cement; Materials science; Composite material; Test (biology); Geology","score_opus":0.010314349167958129,"score_gpt":0.27321818062863834,"score_spread":0.2629038314606802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412452128","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5403125,0.0019178194,0.38465372,0.00018019314,0.00027183583,0.0019925172,0.016046874,0.026732782,0.027891798],"genre_scores_gemma":[0.6571221,0.0016915839,0.3028153,0.00025298394,0.00007174108,0.0022534672,0.009044571,0.0029435856,0.023804713],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99527645,0.0003593834,0.00033813133,0.00031584298,0.0035690938,0.00014101616],"domain_scores_gemma":[0.9894533,0.004604975,0.0014789844,0.0010278098,0.0028582364,0.0005767055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00395293,0.0015788977,0.001033525,0.0076036276,0.0006962688,0.0014170563,0.0018581677,0.0013717173,0.016332112],"category_scores_gemma":[0.010512933,0.0009244684,0.0010107042,0.0025979497,0.0008404793,0.0019828253,0.0027660185,0.00092580286,0.0042170715],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020960302,0.0011527935,0.059790064,0.0021915415,0.00033831652,0.0008663211,0.0012363602,0.0076764827,0.62645805,0.002703471,0.012074738,0.2834158],"study_design_scores_gemma":[0.00019608796,0.0031632748,0.17614314,0.00027959832,0.00034329083,0.0027015463,0.00096613,0.060038663,0.7202325,0.0033479324,0.0319566,0.00063126127],"about_ca_topic_score_codex":0.0012677611,"about_ca_topic_score_gemma":0.0041656904,"teacher_disagreement_score":0.016332112,"about_ca_system_score_codex":0.00028716933,"about_ca_system_score_gemma":0.00072420406,"threshold_uncertainty_score":0.05463636},"labels":[],"label_agreement":null},{"id":"W4412690948","doi":"10.22260/isarc2025/0169","title":"Deployment for Additive Construction through Digital Platforms: Gananoque Project as a Case Study","year":2025,"lang":"en","type":"article","venue":"Proceedings of the ... ISARC","topic":"Innovations in Concrete and Construction Materials","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":"Software deployment; Computer science; Software engineering","score_opus":0.014565987678247272,"score_gpt":0.26897272059669736,"score_spread":0.25440673291845006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412690948","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81169295,0.000442712,0.02429589,0.0009815771,0.00008211981,0.0008008886,0.00052380416,0.0003997571,0.16078028],"genre_scores_gemma":[0.9048324,0.0004940313,0.05400588,0.00012221195,0.000014734962,0.00025102874,0.00036338274,0.00011969534,0.039796583],"study_design_codex":"design_other","study_design_gemma":"case_report","domain_scores_codex":[0.9981933,0.00055899203,0.000041877203,0.00019307251,0.00066842005,0.00034438583],"domain_scores_gemma":[0.9994209,0.00011079493,0.000044362983,0.0001335792,0.00013365796,0.00015674526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013053165,0.00041195194,0.0001982891,0.0009207188,0.0020558527,0.001611454,0.0011723221,0.0012930145,0.0037755675],"category_scores_gemma":[0.0010476495,0.0002192787,0.00035224648,0.0010400028,0.0015602264,0.00085489324,0.0017117368,0.000760746,0.0010768633],"study_design_candidate":"case_report","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":[0.001154418,0.003153177,0.064705424,0.0016417919,0.000074541116,0.05354388,0.058178056,0.07253455,0.06337045,0.12337957,0.028517064,0.52974707],"study_design_scores_gemma":[0.00018422301,0.0021406238,0.056274574,0.000608819,0.000062747735,0.016007954,0.07580257,0.031173078,0.032669894,0.0075035007,0.7773523,0.00021984045],"about_ca_topic_score_codex":0.035711393,"about_ca_topic_score_gemma":0.09180091,"teacher_disagreement_score":0.9642886,"about_ca_system_score_codex":0.002570308,"about_ca_system_score_gemma":0.003724949,"threshold_uncertainty_score":0.07100707},"labels":[],"label_agreement":null},{"id":"W4412754884","doi":"10.11159/iccste25.344","title":"Use of Recycled Windshield Glass as Sand Replacement in CementBased Mortars","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Tecnológico Nacional de México","keywords":"Windshield; Mortar; Glass recycling; Materials science; Composite material; Engineering; Mechanical engineering","score_opus":0.017167185673177147,"score_gpt":0.23468857832950682,"score_spread":0.21752139265632967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99131256,0.004782365,0.0018076448,0.0000430236,0.000044624543,0.000052636504,0.000106242,0.00005570142,0.0017950075],"genre_scores_gemma":[0.9903874,0.0037135005,0.0031525195,0.000026492777,0.0000106946,0.000014074594,0.00010289356,0.000014999141,0.0025774676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998356,0.000019924599,0.000014264858,0.000032787073,0.000066613946,0.000030705],"domain_scores_gemma":[0.9999279,0.0000058912105,0.00003305333,0.000007031476,0.000015563455,0.000010515096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014803976,0.0004389564,0.00030764422,0.000822643,0.00020754503,0.00036421974,0.00034771176,0.00026317532,0.0007526611],"category_scores_gemma":[0.00013419871,0.000191042,0.00061982893,0.00033500118,0.00021205553,0.0004025359,0.0002443297,0.0002922141,0.00030192753],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031758889,0.0002673028,0.0010412246,0.00062713947,0.000050975217,0.0003406913,0.000081327606,0.00059837307,0.97815186,0.00025831297,0.00011080697,0.018154418],"study_design_scores_gemma":[0.000012232775,0.0020318588,0.0048497454,0.000048133643,0.00013526916,0.00018461334,0.00007047625,0.000528533,0.98775905,0.000032772685,0.004327641,0.000019605965],"about_ca_topic_score_codex":0.0015196508,"about_ca_topic_score_gemma":0.0072635617,"teacher_disagreement_score":0.0015196508,"about_ca_system_score_codex":0.00024897934,"about_ca_system_score_gemma":0.00025859254,"threshold_uncertainty_score":0.0030216575},"labels":[],"label_agreement":null},{"id":"W4412754911","doi":"10.11159/iccste25.340","title":"Circular Construction: Systemic Sustainability Assessment of Agro-industrial Wastes as Cement Alternatives","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Sustainability; Cement; Environmental science; Waste management; Business; Engineering; Materials science; Metallurgy","score_opus":0.013464644022336953,"score_gpt":0.2503292013554003,"score_spread":0.23686455733306336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754911","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76549244,0.00042475993,0.21523361,0.00018453633,0.000012281058,0.00038794742,0.00031072766,0.00008337154,0.017870357],"genre_scores_gemma":[0.9811859,0.00012295459,0.017568262,0.000008893169,0.0000023601324,0.00008189392,0.00012456076,0.0000068857075,0.0008983338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990114,0.00049552345,0.000034969267,0.00012765513,0.00023167398,0.0000986976],"domain_scores_gemma":[0.99912876,0.00034599946,0.00018689122,0.00008206585,0.00020833578,0.000047983674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019637016,0.00064521894,0.00044572246,0.0014352389,0.0003087702,0.0014881515,0.0005493391,0.00057541544,0.0014333159],"category_scores_gemma":[0.0019061674,0.00021263947,0.000918236,0.0010406323,0.0009737362,0.0011384608,0.0013602757,0.00029832483,0.000105269035],"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":[0.00022211537,0.0002336842,0.023483353,0.00018315618,0.00015491077,0.00018542566,0.0002044366,0.85137224,0.0073886,0.06623335,0.00035190964,0.049986776],"study_design_scores_gemma":[0.000018055267,0.00040624334,0.008549088,0.000027731976,0.00006265114,0.00005765059,0.00034221567,0.9621845,0.004382084,0.02197165,0.0019740283,0.000024135747],"about_ca_topic_score_codex":0.0047425632,"about_ca_topic_score_gemma":0.0064796163,"teacher_disagreement_score":0.0047425632,"about_ca_system_score_codex":0.002358249,"about_ca_system_score_gemma":0.0017773354,"threshold_uncertainty_score":0.017110348},"labels":[],"label_agreement":null},{"id":"W4412755026","doi":"10.11159/iccste25.306","title":"Simple Integration of Recycled Cement Sack Fibres into Pervious Concrete for Engineering Applications","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica","keywords":"Sack; Pervious concrete; Simple (philosophy); Cement; Materials science; Composite material; Computer science; Engineering; Mechanical engineering","score_opus":0.011776351977132338,"score_gpt":0.23835026053024935,"score_spread":0.22657390855311701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412755026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9537022,0.0018731757,0.041633,0.00006038632,0.000042455405,0.0001407417,0.00009567739,0.0002473028,0.0022051607],"genre_scores_gemma":[0.96825546,0.0007352963,0.02884897,0.0000229858,0.0000070463934,0.00003781746,0.000069262125,0.000039891194,0.0019831785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978036,0.000026922962,0.000015096236,0.00004340526,0.00010280616,0.000031275682],"domain_scores_gemma":[0.9998276,0.00001881191,0.000073039555,0.000026545193,0.00002996726,0.000024058483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002677885,0.00038665492,0.00023453575,0.0003791474,0.00013227247,0.0002719147,0.00027486135,0.00036862743,0.00069648784],"category_scores_gemma":[0.00023400459,0.00018103448,0.0002936328,0.00015702966,0.0002735641,0.00047353216,0.00032692382,0.00062407315,0.0003527894],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001819234,0.000017835451,0.000121946185,0.00006802082,0.0000038974986,0.00005842015,0.00002077775,0.0001834516,0.99650985,0.00007621597,0.000006898076,0.0029144604],"study_design_scores_gemma":[0.0000032451549,0.00038073308,0.0013699649,0.00001561269,0.000014282155,0.00015770168,0.00002008364,0.00046907383,0.9952755,0.000041591218,0.0022450255,0.00000722767],"about_ca_topic_score_codex":0.00037806894,"about_ca_topic_score_gemma":0.0019535953,"teacher_disagreement_score":0.00069648784,"about_ca_system_score_codex":0.00020775034,"about_ca_system_score_gemma":0.0003130841,"threshold_uncertainty_score":0.0023299456},"labels":[],"label_agreement":null},{"id":"W4412978890","doi":"10.1016/j.cemconcomp.2025.106271","title":"Preparation of foam concrete with enhanced thixotropy and optimized pore structure by combining internal foaming method and nanofibrillated cellulose (NFC)","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"Natural Science Foundation of Qingdao; National Natural Science Foundation of China; Taishan Scholar Foundation of Shandong Province","keywords":"Thixotropy; Materials science; Composite material; Cellulose; Nanocellulose; Foaming agent; Chemical engineering; Porosity","score_opus":0.003932432924759946,"score_gpt":0.2413806288825401,"score_spread":0.23744819595778016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412978890","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97716355,0.0007718525,0.01923475,0.000057003086,0.000048161626,0.000054430246,0.00017733841,0.00020897486,0.002283934],"genre_scores_gemma":[0.9849224,0.00033247544,0.013060998,0.00002198105,0.000009541337,0.000035627254,0.00018072025,0.000026247275,0.0014099482],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999192,0.0000064055344,0.000008838853,0.000017110022,0.000027600945,0.000020836473],"domain_scores_gemma":[0.99987555,0.000015645557,0.000040423976,0.000012337555,0.000027652513,0.000028359804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015362405,0.0003602389,0.00019969599,0.0002977594,0.00015004701,0.00011640705,0.000118292766,0.00027521458,0.00080675224],"category_scores_gemma":[0.00018940924,0.0001454602,0.00025093235,0.00018852617,0.00016570301,0.00025834833,0.00019517494,0.00038661438,0.00020671674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000251122,0.000013010978,0.000097918215,0.000057321507,0.0000038812777,0.00005785732,0.000015976006,0.00025617593,0.9970572,0.00011318529,0.00002450957,0.0022779298],"study_design_scores_gemma":[0.000008495408,0.00007972593,0.00073328055,0.000004688837,0.000007329432,0.00007157363,0.0000067953347,0.0009316204,0.99719703,0.000023043307,0.0009294666,0.000006856539],"about_ca_topic_score_codex":0.0007843527,"about_ca_topic_score_gemma":0.0022566207,"teacher_disagreement_score":0.00080675224,"about_ca_system_score_codex":0.00018439963,"about_ca_system_score_gemma":0.00028308417,"threshold_uncertainty_score":0.0026988387},"labels":[],"label_agreement":null},{"id":"W4412989598","doi":"10.3390/buildings15152764","title":"Review on Multifactorial Coupling Effects and the Time-Dependent Behavior of Lateral Pressure on Concrete Formworks","year":2025,"lang":"en","type":"article","venue":"Buildings","topic":"Innovations in Concrete and Construction Materials","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":"Geomechanica (Canada)","funders":"Key Science and Technology Program of Shaanxi Province; Xijing University; State Key Laboratory of Geomechanics and Geotechnical Engineering; Chinese Academy of Sciences","keywords":"Coupling (piping); Structural engineering; Materials science; Engineering; Composite material","score_opus":0.004740535186972632,"score_gpt":0.23348248858347728,"score_spread":0.22874195339650466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412989598","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00069642905,0.9968645,0.00097394135,0.00019214842,0.00016386324,0.000007758328,0.000057666908,0.000017532151,0.0010261677],"genre_scores_gemma":[0.0037350063,0.9948185,0.00046868678,0.00016536587,0.00019038051,0.000015377022,0.000068902154,0.000006265854,0.0005315102],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99973804,0.000048746104,0.000044663226,0.00007487819,0.00007127994,0.000022344298],"domain_scores_gemma":[0.9991689,0.0004948183,0.00014209315,0.000025162626,0.00014708737,0.000021980033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058849994,0.00096198573,0.0012855742,0.0016992027,0.00027707804,0.00091415836,0.0010433526,0.0010115226,0.00330157],"category_scores_gemma":[0.0010739594,0.0005512289,0.00086264807,0.002215,0.00040260688,0.0015375166,0.0006914664,0.00074421545,0.0009857701],"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":[0.00021080524,0.00010747736,0.0008852042,0.14534248,0.00062528934,0.0004690598,0.00033375426,0.003405297,0.016430696,0.008935783,0.02249697,0.80075717],"study_design_scores_gemma":[0.000026864966,0.00051797036,0.006694561,0.020555645,0.0015490544,0.0012251177,0.00022960806,0.0010555496,0.008093195,0.005322862,0.954613,0.00011653617],"about_ca_topic_score_codex":0.0018023616,"about_ca_topic_score_gemma":0.0015396996,"teacher_disagreement_score":0.00330157,"about_ca_system_score_codex":0.0005327937,"about_ca_system_score_gemma":0.0017051835,"threshold_uncertainty_score":0.0110448},"labels":[],"label_agreement":null},{"id":"W4413017399","doi":"10.22215/etd/2025-16511","title":"(Im)perfect Precision: Design for Manufacturing and Assembly (DfMA) Workflows for Exterior Retrofit Wall Panels using Industrial Robotics","year":2025,"lang":"en","type":"dissertation","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Workflow; Robotics; Engineering; Manufacturing engineering; Engineering drawing; Design for manufacturability; Systems engineering; Artificial intelligence; Mechanical engineering; Computer science; Robot; Database","score_opus":0.07979732088190972,"score_gpt":0.29334860713920335,"score_spread":0.21355128625729364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413017399","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028565897,0.00010171889,0.95676345,0.00006387704,0.000030883384,0.00017035601,0.000057636273,0.0019533136,0.012292912],"genre_scores_gemma":[0.18003176,0.00017735145,0.8089367,0.000029055054,0.000005799628,0.00017775495,0.00012322393,0.00030827292,0.010210126],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999509,0.000063304746,0.000024112154,0.00009939253,0.00024469235,0.000059503065],"domain_scores_gemma":[0.9997248,0.00004535208,0.00004825766,0.00006943783,0.00008438379,0.000027769876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071801746,0.0005829403,0.00023466058,0.0003220574,0.0004150777,0.0010198486,0.0006879862,0.0003738423,0.0049385126],"category_scores_gemma":[0.00068595796,0.00035244098,0.00048451018,0.00017850006,0.00046351683,0.0005204441,0.00076034665,0.00050055026,0.0015707809],"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":[0.00016341683,0.00017920726,0.0024736596,0.00042675444,0.00003042708,0.00027420197,0.001153366,0.25918415,0.1806842,0.032724112,0.00516583,0.5175407],"study_design_scores_gemma":[0.00008335028,0.001087488,0.0055256383,0.0001305326,0.00005356751,0.00074811204,0.00073746673,0.6677721,0.12450659,0.011814162,0.1874287,0.000112325324],"about_ca_topic_score_codex":0.002056705,"about_ca_topic_score_gemma":0.004318416,"teacher_disagreement_score":0.0049385126,"about_ca_system_score_codex":0.0005722937,"about_ca_system_score_gemma":0.0014717649,"threshold_uncertainty_score":0.016520977},"labels":[],"label_agreement":null},{"id":"W4413148508","doi":"10.1016/j.cemconres.2025.108011","title":"Fiber alignment mechanism in 3D-printed ultra-high performance concrete based on fluid dynamics theory","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":10,"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":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Mechanism (biology); Fiber; 3d printed; Materials science; Fiber-reinforced concrete; Composite material; Structural engineering; Computer science; Engineering; Physics; Biomedical engineering","score_opus":0.0168769025066496,"score_gpt":0.27513064204898446,"score_spread":0.2582537395423349,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413148508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.538713,0.0006393013,0.4407704,0.00023779033,0.00017726423,0.0000374366,0.00005703589,0.0004254855,0.018942347],"genre_scores_gemma":[0.9827747,0.00017781802,0.013402755,0.000012372609,0.000008092764,0.000010191592,0.000014847272,0.000018030732,0.0035811695],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992406,0.000007760839,0.0000025827985,0.00001757077,0.000038856488,0.000009058469],"domain_scores_gemma":[0.9999409,0.000014746819,0.000017913335,0.000007093884,0.000013820931,0.000005562247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010526693,0.00018114291,0.00019847637,0.0002517464,0.00027721678,0.00030049428,0.00038476166,0.00038354564,0.0016427235],"category_scores_gemma":[0.00013861511,0.00017597397,0.0003647684,0.00016268087,0.0004260255,0.00059602875,0.00021223293,0.00023648843,0.00015192419],"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":[0.00014759389,0.00009638306,0.0020379683,0.00017074069,0.000035881396,0.000579058,0.00021877943,0.36730245,0.4523303,0.1493808,0.00064660504,0.027053451],"study_design_scores_gemma":[0.000010376074,0.000038652735,0.002035723,0.000007881643,0.000012620777,0.00014173765,0.000033613833,0.9540434,0.03850323,0.004053062,0.0010913787,0.000028437182],"about_ca_topic_score_codex":0.0012743167,"about_ca_topic_score_gemma":0.0010511646,"teacher_disagreement_score":0.0016427235,"about_ca_system_score_codex":0.00034583398,"about_ca_system_score_gemma":0.0002817594,"threshold_uncertainty_score":0.0054954886},"labels":[],"label_agreement":null},{"id":"W4413469813","doi":"10.1007/s00170-025-16374-1","title":"Predicting printing height in direct ink writing of wood-clay composites using explainable machine learning","year":2025,"lang":"en","type":"article","venue":"The International Journal of Advanced Manufacturing Technology","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Inkwell; Composite material; Materials science; 3D printing","score_opus":0.005906790463197489,"score_gpt":0.23829143204946593,"score_spread":0.23238464158626843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413469813","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9573557,0.00009399315,0.04106677,0.00003508923,0.00001869754,0.000009454238,0.00010434629,0.0005900721,0.0007259305],"genre_scores_gemma":[0.9945913,0.00001914706,0.0048843357,0.000004688539,0.000003441746,0.0000028289844,0.00007220777,0.000016038282,0.00040599154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998957,0.000011690402,0.000005529828,0.000034409783,0.00003077735,0.000021966653],"domain_scores_gemma":[0.99871826,0.0009092803,0.00011662108,0.00006083583,0.00014387163,0.00005115323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018265132,0.00040406664,0.00023642485,0.0005040728,0.00018372624,0.0004614972,0.0002602301,0.00048248647,0.0012210098],"category_scores_gemma":[0.0011866236,0.00018176543,0.00040240443,0.00030239366,0.00021146757,0.0004057534,0.0002459881,0.00052715425,0.00025851908],"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":[0.0012134445,0.00045782313,0.04244917,0.00020431366,0.00009342714,0.00076944387,0.00018375424,0.6067605,0.15755184,0.00058084214,0.0008047424,0.18893066],"study_design_scores_gemma":[0.0000046841615,0.000047884594,0.007820738,0.0000016014958,0.000008033745,0.000029169942,0.000015153934,0.9733568,0.018513544,0.00014162295,0.000051964507,0.000008744517],"about_ca_topic_score_codex":0.004335621,"about_ca_topic_score_gemma":0.0064163185,"teacher_disagreement_score":0.004335621,"about_ca_system_score_codex":0.00030089676,"about_ca_system_score_gemma":0.00022814226,"threshold_uncertainty_score":0.008620739},"labels":[],"label_agreement":null},{"id":"W4413491584","doi":"10.36227/techrxiv.175606971.13699431/v1","title":"Civil Additive Manufacturing: Foundations and Frontiers of the Modern Construction Industry","year":2025,"lang":"en","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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; Hudbay Minerals (Canada)","funders":"","keywords":"Engineering; Industrial organization; Manufacturing engineering; Economic geography; Business; Economics","score_opus":0.005698245500397374,"score_gpt":0.20608054517989038,"score_spread":0.200382299679493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413491584","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009085122,0.84094644,0.017486164,0.019508522,0.0011651258,0.000034669752,0.00006998141,0.00006722061,0.1116367],"genre_scores_gemma":[0.15586627,0.8173874,0.011937937,0.0025661942,0.0013888408,0.000055754677,0.000064826374,0.000032221564,0.010700592],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99887687,0.000286363,0.000059719696,0.00013930249,0.00052154786,0.000116131916],"domain_scores_gemma":[0.9982343,0.0010780238,0.00013873681,0.00010161494,0.00034194524,0.00010535995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018518788,0.00046173963,0.00050051213,0.0019383482,0.0012340166,0.0038688986,0.0006151335,0.002086277,0.005192934],"category_scores_gemma":[0.0014992737,0.0002773537,0.0003923691,0.0025268255,0.0052322806,0.004059388,0.001956488,0.002296301,0.0011309324],"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":[0.000037587033,0.00007210488,0.00077464996,0.004033404,0.00001551122,0.00035089423,0.0012176643,0.0015241496,0.0028467802,0.5712012,0.008571,0.4093551],"study_design_scores_gemma":[0.0000038963212,0.00008477441,0.002136337,0.0038257348,0.000012597347,0.0007116626,0.0014085458,0.00086824887,0.0017395966,0.16953471,0.819638,0.000035914163],"about_ca_topic_score_codex":0.0015611472,"about_ca_topic_score_gemma":0.0020433161,"teacher_disagreement_score":0.005192934,"about_ca_system_score_codex":0.0020413091,"about_ca_system_score_gemma":0.0036062028,"threshold_uncertainty_score":0.017372072},"labels":[],"label_agreement":null},{"id":"W4414136871","doi":"10.1016/j.jobe.2025.114060","title":"Characterization of 3D printed concrete mixtures developed using local UAE materials based on rheological properties","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","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 Hospital","funders":"Advanced Technology Research Council; New York University Abu Dhabi","keywords":"Silica fume; Rheology; 3D printing; Mortar; Superplasticizer; Viscosity; Yield (engineering)","score_opus":0.01550967550922851,"score_gpt":0.22767452105580308,"score_spread":0.21216484554657455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414136871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98359734,0.0005027856,0.013689464,0.000027101338,0.000030297311,0.000015657493,0.00018362315,0.00017121158,0.0017825444],"genre_scores_gemma":[0.99080545,0.000185606,0.0070604333,0.0000205447,0.000004720619,0.000021570386,0.00010658252,0.000032254127,0.0017627977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971,0.000029468036,0.000022220636,0.000054464213,0.0001602176,0.000023665658],"domain_scores_gemma":[0.999752,0.00007641518,0.000072612274,0.00002523476,0.000058405887,0.000015441448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026550153,0.0003176705,0.00024623988,0.00056698784,0.00013094649,0.0003661116,0.00019890262,0.00044534044,0.0013927825],"category_scores_gemma":[0.00042572545,0.00026256606,0.0002992164,0.00035637646,0.000306456,0.0003698429,0.00020936523,0.00035355266,0.0003376382],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006991008,0.000012018276,0.0002734283,0.000043759792,0.00000591283,0.000055871446,0.00002844537,0.0007106994,0.9956061,0.000066904504,0.00002333833,0.0031036213],"study_design_scores_gemma":[0.0000034469113,0.000082583196,0.0034648539,0.0000037389614,0.000012430858,0.00006375902,0.000022401466,0.0029116007,0.9929389,0.000019631998,0.0004660541,0.000010564501],"about_ca_topic_score_codex":0.00015221855,"about_ca_topic_score_gemma":0.000456794,"teacher_disagreement_score":0.0013927825,"about_ca_system_score_codex":0.0001305591,"about_ca_system_score_gemma":0.00007564932,"threshold_uncertainty_score":0.004659295},"labels":[],"label_agreement":null},{"id":"W4414217699","doi":"10.1007/s41693-025-00167-9","title":"Sustainable technology advances for additive construction: a state-of-the-art review","year":2025,"lang":"en","type":"article","venue":"Construction Robotics","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"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":"Natural Sciences and Engineering Research Council of Canada; Alliance de recherche numérique du Canada","keywords":"Cognitive reframing; Process (computing); Automation; Sustainability; Sustainable development; Process automation system","score_opus":0.004652078441608561,"score_gpt":0.23629672760070292,"score_spread":0.23164464915909436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414217699","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00026342855,0.9973347,0.0004037574,0.00037432965,0.00021781691,0.0000031017244,0.000018142278,0.0000063084,0.001378397],"genre_scores_gemma":[0.0017091627,0.99747473,0.00023789486,0.000111826965,0.00019082623,0.0000027305593,0.000021048265,0.0000022179445,0.000249541],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993267,0.00009091096,0.000083429506,0.000121061246,0.0003140362,0.00006392774],"domain_scores_gemma":[0.9973406,0.0017889098,0.00026807198,0.000057794674,0.0004603175,0.0000842689],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001398272,0.00096409227,0.0013258689,0.0031286029,0.00033783895,0.0023059007,0.0011625184,0.0015603089,0.0054124673],"category_scores_gemma":[0.002255817,0.0003561146,0.0006819665,0.004963806,0.000887303,0.0033208935,0.0012522218,0.0011761083,0.0015873769],"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":[0.000065674685,0.000075654345,0.00046427915,0.03415447,0.00009409591,0.00014867427,0.00011533689,0.000958872,0.0021386086,0.016513245,0.020338979,0.9249321],"study_design_scores_gemma":[0.0000050828994,0.000090734626,0.0008803386,0.008304922,0.00017470386,0.00057781825,0.00018479192,0.00034272854,0.0015848695,0.0058804117,0.9819432,0.0000303207],"about_ca_topic_score_codex":0.0010119862,"about_ca_topic_score_gemma":0.0019771324,"teacher_disagreement_score":0.0054124673,"about_ca_system_score_codex":0.00077474915,"about_ca_system_score_gemma":0.0024421273,"threshold_uncertainty_score":0.01810646},"labels":[],"label_agreement":null},{"id":"W4414240501","doi":"10.22329/cjpp.v3i1.8172","title":"Opposites","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Practical Philosophy","topic":"Innovations in Concrete and Construction Materials","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":"Athabasca University","funders":"","keywords":"Opposition (politics); Sketch; Attunement; Phenomenon; Economic Justice; Moral imperative; Contractualism; Moral standards","score_opus":0.041826327890940006,"score_gpt":0.26579601943790415,"score_spread":0.22396969154696414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414240501","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0072269985,0.0011791198,0.0072112423,0.01954628,0.009269791,0.00008811631,0.00022601832,0.000104166276,0.9551483],"genre_scores_gemma":[0.42875683,0.0027246054,0.009374379,0.032801542,0.0048657414,0.00030319448,0.0004968253,0.00043237032,0.5202444],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99337417,0.0016112577,0.0003793446,0.0015506488,0.0021024863,0.0009820111],"domain_scores_gemma":[0.9952838,0.0011640589,0.00048309515,0.0008925354,0.0016895714,0.00048701925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004465087,0.0006402877,0.000650301,0.0015634662,0.0057792543,0.0067082336,0.0012218178,0.0039199796,0.050882462],"category_scores_gemma":[0.0118088955,0.00032199445,0.0007622808,0.0009875153,0.010786862,0.005751877,0.0048387693,0.005698732,0.010262808],"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":[0.00005539614,0.000013163736,0.00034361705,0.00006234756,0.000009627581,0.00020845166,0.001414012,0.00003919553,0.00027781905,0.9674242,0.01942144,0.010730685],"study_design_scores_gemma":[0.000041172283,0.000051515584,0.00085014786,0.00020905501,0.000031935488,0.0006048056,0.0032497416,0.00018467751,0.00058973394,0.27943096,0.7147241,0.000032058],"about_ca_topic_score_codex":0.0053513744,"about_ca_topic_score_gemma":0.005522014,"teacher_disagreement_score":0.050882462,"about_ca_system_score_codex":0.0028251559,"about_ca_system_score_gemma":0.002738227,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4414453260","doi":"10.29169/1927-5129.2025.21.17","title":"Development of an Auxetic-Based Elbow Wrap with the Aid of Resin 3D Printing","year":2025,"lang":"en","type":"article","venue":"Journal of Basic & Applied Sciences","topic":"Innovations in Concrete and Construction Materials","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":"Ball (mathematics); Auxetics; Elbow; Adhesive; 3D printing; Elasticity (physics)","score_opus":0.012518145316605967,"score_gpt":0.24016697458008626,"score_spread":0.2276488292634803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414453260","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37174964,0.0049349787,0.5957509,0.00033515028,0.00096756726,0.00036330672,0.0004204821,0.005015694,0.020462163],"genre_scores_gemma":[0.6579771,0.0021290286,0.3277113,0.00015736581,0.00011157396,0.00019087263,0.00023524779,0.0003276074,0.0111598605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995908,0.000030244857,0.000041622032,0.00006949961,0.00022953241,0.000038372327],"domain_scores_gemma":[0.99951065,0.00006802756,0.00015664368,0.00011023992,0.00010068234,0.000053660486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004096807,0.00047427838,0.00033522162,0.0007519248,0.00018041447,0.0005882296,0.0007911394,0.0005443619,0.0014190469],"category_scores_gemma":[0.00070645305,0.0003802612,0.00056350825,0.00026404267,0.00021373955,0.0005111692,0.00048030296,0.00046170247,0.0014330032],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006538693,0.00007249009,0.00053288304,0.0005683438,0.000019239184,0.0012842315,0.00012014275,0.0030284778,0.92409587,0.0021086354,0.00083232886,0.06727177],"study_design_scores_gemma":[0.00001919968,0.0006937075,0.0025390924,0.00006588486,0.00007122004,0.0036891436,0.000063653744,0.012951198,0.93737066,0.0003610024,0.042094644,0.000080523285],"about_ca_topic_score_codex":0.00008372543,"about_ca_topic_score_gemma":0.00014599727,"teacher_disagreement_score":0.0014190469,"about_ca_system_score_codex":0.00012562431,"about_ca_system_score_gemma":0.00023982082,"threshold_uncertainty_score":0.0047471523},"labels":[],"label_agreement":null},{"id":"W4414564634","doi":"","title":"Application de la méthode de Botlzmann sur réseau (LBM) aux assemblages granulaires partiellement saturés.","year":2024,"lang":"fr","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovations in Concrete and Construction Materials","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 Calgary","funders":"","keywords":"Reflectivity; Vegetation (pathology); Albedo (alchemy); Hydrology (agriculture)","score_opus":0.013598470627986001,"score_gpt":0.24874632818562123,"score_spread":0.23514785755763523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414564634","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23368463,0.00786136,0.7378947,0.0005116296,0.0008209234,0.00043777487,0.00047375442,0.0024714228,0.015843704],"genre_scores_gemma":[0.60035324,0.0044323914,0.36661735,0.00015284147,0.000083527506,0.0006194846,0.00026896904,0.0005344952,0.026937723],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999236,0.00015760129,0.000027209371,0.00024339494,0.00026779243,0.00006808564],"domain_scores_gemma":[0.9994381,0.00033742163,0.000035635785,0.00008546722,0.00007925364,0.000024152469],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007099146,0.00041418656,0.0007081021,0.0011301285,0.00080872804,0.0006083527,0.00070146716,0.0011664362,0.0055334484],"category_scores_gemma":[0.001956327,0.00039802256,0.0004926651,0.0005952984,0.001067855,0.00061041134,0.00076114596,0.0011190994,0.0021004984],"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":[0.0002690925,0.00006345386,0.0006051205,0.0005889792,0.000040693125,0.00033106835,0.00038963283,0.0042467047,0.90186054,0.005195917,0.0010379751,0.08537078],"study_design_scores_gemma":[0.000079792786,0.00041707835,0.008545126,0.000110923815,0.00005281677,0.0015417286,0.00025581292,0.033910245,0.8959726,0.0031281863,0.055904772,0.000080903614],"about_ca_topic_score_codex":0.004336774,"about_ca_topic_score_gemma":0.003975095,"teacher_disagreement_score":0.0055334484,"about_ca_system_score_codex":0.0006752582,"about_ca_system_score_gemma":0.0005892049,"threshold_uncertainty_score":0.018511236},"labels":[],"label_agreement":null},{"id":"W4414568352","doi":"10.1139/cjce-2025-0154","title":"Effect of ultrafine slag and metakaolin blend on the properties of high-strength dry-mix concrete for potential application in concrete masonry unit production","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","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":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre","keywords":"Metakaolin; Compressive strength; Aggregate (composite); Cement; Absorption of water; Slag (welding); Masonry","score_opus":0.00569312251335117,"score_gpt":0.18639587335343913,"score_spread":0.18070275084008797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414568352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907136,0.00035934165,0.00023963637,0.00000824148,0.0000047534054,0.0000096222,0.000046077315,0.000015911188,0.00024494797],"genre_scores_gemma":[0.99872833,0.00021573453,0.00063017535,0.000010545327,0.0000021420292,0.00000525246,0.000046447298,0.000010937612,0.00035039888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998185,0.000024741574,0.000019900028,0.00003646893,0.000064984386,0.000035486224],"domain_scores_gemma":[0.9997379,0.00004050817,0.00010489729,0.000013375742,0.000035621833,0.00006765551],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017191823,0.000387242,0.00028847385,0.00029087573,0.0001239382,0.0002985243,0.00018394692,0.00021102245,0.0007954623],"category_scores_gemma":[0.00035509892,0.00017054642,0.0002656699,0.0002332259,0.00016456335,0.0002771724,0.00020096757,0.00037184742,0.00017131653],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036771598,0.0001128014,0.00054529274,0.00008171092,0.000015650076,0.0000481815,0.000018212462,0.0003051618,0.9969702,0.000015180093,0.000009857003,0.0015100687],"study_design_scores_gemma":[0.000018223807,0.0013570659,0.008468189,0.0000074561754,0.000049155784,0.00006399614,0.000029962199,0.0006700109,0.9886863,0.000009243704,0.0006292816,0.000011026693],"about_ca_topic_score_codex":0.0008899282,"about_ca_topic_score_gemma":0.0028003305,"teacher_disagreement_score":0.0008899282,"about_ca_system_score_codex":0.00017286371,"about_ca_system_score_gemma":0.00021277451,"threshold_uncertainty_score":0.0026610494},"labels":[],"label_agreement":null},{"id":"W4414852065","doi":"10.2139/ssrn.5570130","title":"Sustainable Pathways in Additive Construction: Low-Carbon Concrete from Recycled and Upcycled Resources","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovations in Concrete and Construction Materials","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":"Western University","funders":"","keywords":"Portland cement; Compressive strength; Cement; Fly ash; Aggregate (composite); Construction industry; Carbon fibers; Industrial waste","score_opus":0.004362251268627443,"score_gpt":0.19693343371779867,"score_spread":0.19257118244917124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414852065","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.50512683,0.023852196,0.12877758,0.009431423,0.0011972872,0.00007866515,0.0004884775,0.00023875419,0.33080885],"genre_scores_gemma":[0.92597616,0.0059786076,0.009585923,0.00011025807,0.000062342944,0.000024861154,0.00014758931,0.000046014244,0.05806827],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998559,0.000029186001,0.0000040119794,0.00002313555,0.000067014684,0.000020748304],"domain_scores_gemma":[0.9999212,0.000029281558,0.000008079044,0.000013926386,0.000017198103,0.000010265149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017506303,0.0002960728,0.0002456265,0.00040114115,0.00039383306,0.0016204278,0.00029977577,0.0008605296,0.010620887],"category_scores_gemma":[0.0004085581,0.00012682831,0.00030564805,0.0005012168,0.00072832144,0.0016157943,0.0009449035,0.00070635346,0.0011189508],"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":[0.000086929234,0.00007747205,0.00037080236,0.00026146043,0.00002795174,0.00031027693,0.000195246,0.019060677,0.010284435,0.92061967,0.0030429158,0.04566223],"study_design_scores_gemma":[0.000016904163,0.00006398392,0.0008670244,0.00007485245,0.000015801288,0.00022098518,0.00033248647,0.015327128,0.016623102,0.9167041,0.04973343,0.000020195086],"about_ca_topic_score_codex":0.0011050901,"about_ca_topic_score_gemma":0.0018030822,"teacher_disagreement_score":0.010620887,"about_ca_system_score_codex":0.00095183443,"about_ca_system_score_gemma":0.00070569804,"threshold_uncertainty_score":0.035530448},"labels":[],"label_agreement":null},{"id":"W4415045207","doi":"10.1016/j.conbuildmat.2025.143988","title":"Valorization of glass fiber-thermoset composite waste in cement: Consequences on the fresh-state properties of cement paste","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","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":"Cement; Superplasticizer; Portland cement; Leachate; Composite number; Cementitious; Adsorption","score_opus":0.013670092528702023,"score_gpt":0.21309158353835286,"score_spread":0.19942149100965084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415045207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99881315,0.00028729608,0.00059084664,0.000007436828,0.0000041753924,0.0000066644734,0.000038799288,0.000013795657,0.00023789579],"genre_scores_gemma":[0.99841595,0.00018671478,0.00060511334,0.000009945114,0.0000017555776,0.0000043334926,0.000060338552,0.000012422872,0.0007033581],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998246,0.000027485183,0.000012660915,0.000033131742,0.000060821614,0.000041405638],"domain_scores_gemma":[0.99984634,0.000037621023,0.000047146044,0.000014874403,0.000030050385,0.000023962346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022243077,0.00027761245,0.00023142854,0.0001474814,0.00012689327,0.00030626266,0.00013438618,0.00025279433,0.0010013522],"category_scores_gemma":[0.0002287519,0.00012961538,0.0003888914,0.00013497655,0.0001836271,0.00034468557,0.00017552804,0.00035060517,0.00022628631],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007284325,0.000011978187,0.00026356688,0.000021013153,0.0000043205,0.000020173879,0.000010918628,0.00007685735,0.9988772,0.000009608777,0.0000033482208,0.0006281885],"study_design_scores_gemma":[9.3927247e-7,0.00018575494,0.0019728907,0.0000013485312,0.0000062163676,0.000018243636,0.00001010685,0.00017953457,0.9975286,0.0000031536144,0.00009134039,0.0000018286773],"about_ca_topic_score_codex":0.0008652107,"about_ca_topic_score_gemma":0.0018938665,"teacher_disagreement_score":0.0010013522,"about_ca_system_score_codex":0.0002393772,"about_ca_system_score_gemma":0.0001515876,"threshold_uncertainty_score":0.0033499002},"labels":[],"label_agreement":null},{"id":"W4415163385","doi":"10.1139/cjce-2025-0243","title":"Influence of manufactured sand on concrete properties: a review","year":2025,"lang":"en","type":"review","venue":"Canadian Journal of Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Crusher; Gradation; Durability; Superplasticizer; Compressive strength; Aggregate (composite); Slump","score_opus":0.01497366001106834,"score_gpt":0.2273408256254,"score_spread":0.21236716561433167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415163385","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00020798313,0.9991722,0.00004873729,0.000054663655,0.000049676935,0.000003918529,0.00002385306,0.0000038497215,0.00043513082],"genre_scores_gemma":[0.0009858235,0.9986854,0.00008416384,0.000035978082,0.000030377358,0.0000034183524,0.00002469728,8.6552143e-7,0.00014927854],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996507,0.000043581505,0.00007722189,0.000074379874,0.0001294593,0.000024708657],"domain_scores_gemma":[0.9988894,0.0005881473,0.00019167435,0.000024061477,0.0002616869,0.000045007793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007782777,0.0009829084,0.0015943493,0.0039251233,0.00027875902,0.0011369355,0.00087561656,0.00087221386,0.0040763626],"category_scores_gemma":[0.0016478968,0.00046001968,0.00095346593,0.003949854,0.00041995384,0.0012373433,0.0005627402,0.0007777442,0.0010362575],"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":[0.00010318176,0.00009932816,0.0004963207,0.14041702,0.00031944943,0.0002112719,0.00011898572,0.0006143454,0.0024110803,0.0018947623,0.013283486,0.8400308],"study_design_scores_gemma":[0.00001997638,0.00026327578,0.0032914733,0.031596225,0.0014012693,0.0014177905,0.00016131497,0.0001765141,0.0020797532,0.0008759909,0.9586699,0.00004642478],"about_ca_topic_score_codex":0.0031983366,"about_ca_topic_score_gemma":0.0049411585,"teacher_disagreement_score":0.0040763626,"about_ca_system_score_codex":0.00059275853,"about_ca_system_score_gemma":0.0019796828,"threshold_uncertainty_score":0.013636768},"labels":[],"label_agreement":null},{"id":"W4415195229","doi":"10.1016/j.cemconcomp.2025.106365","title":"The impact of internal stress generated during the printing process on the early-age properties of 3D printed concrete","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"National Natural Science Foundation of China","keywords":"Nozzle; 3D printing; Extrusion; Process (computing); Stress (linguistics); Deformation (meteorology); Internal stress; Work (physics); Internal flow","score_opus":0.011278192966740479,"score_gpt":0.2322915799596481,"score_spread":0.22101338699290762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415195229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99789715,0.00013252681,0.000966232,0.00000913727,0.000014242702,0.0000027324454,0.000076605305,0.000035282406,0.0008661305],"genre_scores_gemma":[0.9992446,0.000040683757,0.00017697804,0.0000065633835,0.0000026452542,0.0000016527597,0.00004250897,0.000018075205,0.00046633548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951446,0.0000384703,0.00003215528,0.0000666775,0.0002498172,0.00009831168],"domain_scores_gemma":[0.9987239,0.0005036534,0.0002501847,0.00013185742,0.00028569973,0.00010461624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035195125,0.00036301237,0.00029152038,0.00035589995,0.0002801971,0.00075252267,0.00029444127,0.00064520544,0.0033503599],"category_scores_gemma":[0.001226135,0.00029694973,0.00043661898,0.0003560279,0.0005452891,0.00053388235,0.0003534536,0.00059775566,0.00046398898],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006087752,0.00008684827,0.003929115,0.00007122297,0.000025622694,0.00047617542,0.00018758688,0.008723596,0.97730553,0.00013204629,0.00007311766,0.008380418],"study_design_scores_gemma":[0.000008634031,0.0004131693,0.03465173,0.000008012321,0.000036250753,0.00015820516,0.00014349227,0.008694006,0.955452,0.0000529787,0.00034435172,0.00003710921],"about_ca_topic_score_codex":0.0009420153,"about_ca_topic_score_gemma":0.0013381183,"teacher_disagreement_score":0.0033503599,"about_ca_system_score_codex":0.00037090585,"about_ca_system_score_gemma":0.00022770283,"threshold_uncertainty_score":0.011208057},"labels":[],"label_agreement":null},{"id":"W4415602162","doi":"10.1016/j.cemconcomp.2025.106383","title":"Enhancing interface adhesion of 3D printable concrete by biochar integration","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","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 British Columbia","funders":"","keywords":"Porosity; Adhesion; Extrusion; Moisture; Substrate (aquarium); Yield (engineering); Biochar","score_opus":0.0063568255535296015,"score_gpt":0.22508501718754959,"score_spread":0.21872819163402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415602162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9882444,0.00072363194,0.007452833,0.000031506213,0.000062069514,0.000015915477,0.0001397526,0.0002703654,0.003059427],"genre_scores_gemma":[0.9937419,0.00028386223,0.0035621724,0.00003081338,0.0000067414926,0.000015712109,0.000079786216,0.000028964743,0.002250083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998541,0.0000061228266,0.0000066930606,0.00003266403,0.00005855626,0.000041920128],"domain_scores_gemma":[0.9998921,0.000021067044,0.00003427371,0.000013463712,0.000023202012,0.000015777043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000095736825,0.000423767,0.00020732805,0.00030181993,0.00014030514,0.0003752702,0.00031857367,0.0005444138,0.0016565741],"category_scores_gemma":[0.00021197973,0.00024643954,0.0003490439,0.00019139901,0.00017274707,0.0003820753,0.0003370704,0.0005648284,0.00062946096],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017681175,0.000013524809,0.00005930221,0.000034379696,0.0000033470888,0.000040304065,0.000010966113,0.0004855415,0.99777895,0.00007263191,0.000028782102,0.0014545817],"study_design_scores_gemma":[0.000003309631,0.00005483862,0.0009245347,0.000003344278,0.000007785651,0.00003691634,0.000015287094,0.0020113192,0.99607617,0.000018213146,0.0008406624,0.0000074968766],"about_ca_topic_score_codex":0.0006655253,"about_ca_topic_score_gemma":0.0022010491,"teacher_disagreement_score":0.0016565741,"about_ca_system_score_codex":0.0002761908,"about_ca_system_score_gemma":0.00017468787,"threshold_uncertainty_score":0.005541742},"labels":[],"label_agreement":null},{"id":"W4415628811","doi":"10.1016/j.jobe.2025.114493","title":"Anionic biopolymers to enhance concrete rheological properties for 3D printing applications","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Consejo Nacional de Ciencia y Tecnología; Université de Sherbrooke","keywords":"Biopolymer; Tragacanth; Rheology; Thixotropy; Guar; Guar gum; Viscoplasticity; Flocculation","score_opus":0.008358002252373502,"score_gpt":0.25432049708547483,"score_spread":0.24596249483310131,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415628811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9717078,0.003119764,0.019200368,0.00013509055,0.00018006431,0.00005994235,0.00015412267,0.00020991106,0.005232984],"genre_scores_gemma":[0.98347557,0.0014391987,0.009677864,0.00012079984,0.000028376948,0.00004475715,0.00009138647,0.000046835896,0.005075303],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998839,0.00001505481,0.000011492002,0.000020766425,0.00004274474,0.000025987832],"domain_scores_gemma":[0.9998431,0.000030818264,0.0000535876,0.000011909304,0.000032435204,0.00002801572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021943492,0.00039614766,0.00016652173,0.0002599873,0.00014042963,0.00042597394,0.00016987645,0.0005198155,0.0015545151],"category_scores_gemma":[0.00027335656,0.00020948742,0.0003326236,0.00021728633,0.0001644355,0.00039467492,0.00031145773,0.0008550309,0.0006757086],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032270185,0.00002883556,0.000032455337,0.000057622874,0.000004089444,0.00004747823,0.000014808759,0.0002723305,0.99656516,0.00016282545,0.000041795905,0.0027402572],"study_design_scores_gemma":[0.000006456531,0.00010784114,0.00033679281,0.000006788479,0.000011416204,0.000044274297,0.000008220321,0.0008519449,0.9969683,0.000032780375,0.0016169663,0.000008338274],"about_ca_topic_score_codex":0.00024490902,"about_ca_topic_score_gemma":0.00069027237,"teacher_disagreement_score":0.0015545151,"about_ca_system_score_codex":0.00019036556,"about_ca_system_score_gemma":0.00018637978,"threshold_uncertainty_score":0.005200386},"labels":[],"label_agreement":null},{"id":"W4415710179","doi":"10.1007/s41693-025-00170-0","title":"Flexible manufacturing of robotic cross-laminated timber panel machining operations","year":2025,"lang":"en","type":"article","venue":"Construction Robotics","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"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":"Machining; Robot; Reliability (semiconductor); Machine tool; Flexible manufacturing system; Path (computing); Manufacturing","score_opus":0.016428851637446534,"score_gpt":0.2621360354642672,"score_spread":0.2457071838268207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415710179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5695279,0.0002922837,0.39526567,0.0000780114,0.000094432326,0.0000840243,0.0001734999,0.0013547625,0.033129416],"genre_scores_gemma":[0.9324148,0.000066908324,0.06301962,0.00001649716,0.000008908773,0.000029423509,0.00008824978,0.0000502671,0.004305373],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978346,0.000018944662,0.000009452798,0.00004692195,0.00009639592,0.000044896722],"domain_scores_gemma":[0.999757,0.00005452368,0.000040698837,0.00009441004,0.000031421383,0.000022015362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022201952,0.0002892163,0.00019056154,0.00025034664,0.00046885648,0.00041659895,0.00069483666,0.00034396784,0.00502014],"category_scores_gemma":[0.00026702211,0.00031629938,0.00034635433,0.00023917346,0.00044922167,0.0004182529,0.00052204763,0.0003795613,0.00081197923],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003145472,0.00016203102,0.0010735437,0.00016827973,0.00002982585,0.0006616135,0.00023838444,0.09442747,0.748331,0.009391424,0.0014167136,0.14378521],"study_design_scores_gemma":[0.00006173857,0.0012947341,0.012842588,0.000053867672,0.000035865167,0.0012063141,0.00022930984,0.4165565,0.5348045,0.005665593,0.027155038,0.00009391795],"about_ca_topic_score_codex":0.0004767244,"about_ca_topic_score_gemma":0.001557224,"teacher_disagreement_score":0.00502014,"about_ca_system_score_codex":0.00019658185,"about_ca_system_score_gemma":0.00026738542,"threshold_uncertainty_score":0.016794026},"labels":[],"label_agreement":null},{"id":"W4415764127","doi":"10.29173/mocs308","title":"Cable-Driven Parallel Robot for Module Facade Seam Sealing in Modular Construction: Static Workspace Analysis","year":2025,"lang":"","type":"article","venue":"Modular and Offsite Construction (MOC) Summit Proceedings","topic":"Innovations in Concrete and Construction Materials","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":"Modular design; Robot; Workspace; Seal (emblem); Parallel manipulator; Facade","score_opus":0.010211926885917235,"score_gpt":0.2425263090413994,"score_spread":0.23231438215548217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415764127","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69611764,0.0002390614,0.29836965,0.000035288554,0.000016894212,0.00004721338,0.00010342053,0.00043627046,0.0046345675],"genre_scores_gemma":[0.96756864,0.0001126302,0.030987255,0.0000050206436,0.000002449752,0.000030243435,0.000073517804,0.000022592045,0.0011977486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979657,0.000026987076,0.000006959879,0.000045309123,0.00009473513,0.000029530314],"domain_scores_gemma":[0.9995146,0.00013114208,0.000107107146,0.00007666189,0.00013549867,0.00003506304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003351168,0.00035935495,0.00022220248,0.0005114114,0.00021920407,0.00022163289,0.00043838128,0.00025087778,0.0016051717],"category_scores_gemma":[0.00080011605,0.00019156496,0.00027564546,0.00030921708,0.00032498906,0.00053750636,0.0005917845,0.00016179337,0.00027750447],"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":[0.0010590598,0.00029846895,0.022080094,0.00089980394,0.00006183703,0.00068373414,0.00073614315,0.3765545,0.32762462,0.0060363817,0.0013600738,0.26260534],"study_design_scores_gemma":[0.00004482908,0.0020352558,0.028596057,0.00004999767,0.00008112405,0.000578166,0.00065804174,0.83856463,0.12279599,0.0018516941,0.00466484,0.000079397774],"about_ca_topic_score_codex":0.00082068687,"about_ca_topic_score_gemma":0.00095887267,"teacher_disagreement_score":0.0016051717,"about_ca_system_score_codex":0.00019297567,"about_ca_system_score_gemma":0.0003985262,"threshold_uncertainty_score":0.005369842},"labels":[],"label_agreement":null},{"id":"W4415950749","doi":"10.1016/j.jobe.2025.114566","title":"A Rheological test method for determining the printability zone of cementitious 3D printers","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","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":"University of Ottawa","keywords":"Nozzle; Plastics extrusion; Rheology; Yield (engineering); Extrusion; Cementitious; Viscosity; 3D printing","score_opus":0.007912267281113888,"score_gpt":0.2693618402008035,"score_spread":0.2614495729196896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415950749","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4485103,0.0046296916,0.53300244,0.0001580718,0.00022770328,0.0006038591,0.00096007786,0.0017270767,0.010180737],"genre_scores_gemma":[0.62994254,0.002523982,0.3596229,0.000157321,0.0000499084,0.00084325124,0.000985532,0.00028669238,0.0055878726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99703217,0.0003314922,0.00029779735,0.00038222145,0.0018776837,0.000078543104],"domain_scores_gemma":[0.9971642,0.0008919923,0.00062178966,0.00033213323,0.0008993625,0.00009042573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015592737,0.0007051069,0.00038135223,0.001948419,0.00036056494,0.00057642354,0.0006135283,0.000588666,0.0014589076],"category_scores_gemma":[0.0031214873,0.0003517153,0.00044185482,0.001111016,0.00046814195,0.0006917594,0.000499218,0.00096979307,0.0007625773],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009242785,0.00007541655,0.0029487857,0.00017008743,0.000021392283,0.000108870794,0.00018967675,0.0004541794,0.9608723,0.00039175045,0.00018475144,0.034490407],"study_design_scores_gemma":[0.0000100769275,0.00038638452,0.010014413,0.00003072523,0.0000424633,0.00039802588,0.00007958278,0.0035887572,0.9805726,0.00012895296,0.004714362,0.00003368992],"about_ca_topic_score_codex":0.00039157973,"about_ca_topic_score_gemma":0.00093822466,"teacher_disagreement_score":0.001948419,"about_ca_system_score_codex":0.0003006857,"about_ca_system_score_gemma":0.00041849836,"threshold_uncertainty_score":0.008246303},"labels":[],"label_agreement":null},{"id":"W4416523535","doi":"10.1016/j.autcon.2025.106669","title":"Assembly sequence planning method for robotic timber wall prefabrication","year":2025,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"","keywords":"Prefabrication; Component (thermodynamics); Robot; Key (lock); Sequence (biology); Representation (politics); Relation (database); Framing (construction)","score_opus":0.022717265950117867,"score_gpt":0.32042428173327087,"score_spread":0.297707015783153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416523535","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0067751994,0.00005572768,0.99049723,0.00001830405,0.000019866698,0.000032184587,0.000034448538,0.00032650155,0.0022404422],"genre_scores_gemma":[0.23877338,0.00018639286,0.75239116,0.00003491776,0.000017509028,0.00017134444,0.0002506313,0.00013282549,0.008041822],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998036,0.000020730013,0.000010329221,0.00006219517,0.000080219324,0.000022907245],"domain_scores_gemma":[0.99989593,0.000041768126,0.000010086528,0.0000119592605,0.000033308646,0.0000069659495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019607213,0.00052822,0.00050770264,0.00046023965,0.00052434916,0.00032385334,0.00067591085,0.00041620157,0.004474884],"category_scores_gemma":[0.00028788342,0.00040996334,0.00056958507,0.00051551894,0.00027908798,0.0004010127,0.00039645104,0.00059907575,0.00055853557],"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":[0.00015975618,0.00011075352,0.00051200046,0.0002569109,0.000037448946,0.0003212774,0.00021398852,0.43256474,0.064096615,0.02208461,0.0045349044,0.47510695],"study_design_scores_gemma":[0.000016357837,0.00007545336,0.00030955384,0.0000113287115,0.000015194054,0.00013317922,0.000032679578,0.9788102,0.0108734695,0.0058237985,0.003882236,0.000016591777],"about_ca_topic_score_codex":0.008251735,"about_ca_topic_score_gemma":0.009758541,"teacher_disagreement_score":0.008251735,"about_ca_system_score_codex":0.00035960943,"about_ca_system_score_gemma":0.0010703274,"threshold_uncertainty_score":0.01640737},"labels":[],"label_agreement":null},{"id":"W4417109351","doi":"10.1007/s41693-025-00174-w","title":"Topical collection: robotic solutions for digitally enabled production processes in construction","year":2025,"lang":"en","type":"article","venue":"Construction Robotics","topic":"Innovations in Concrete and Construction Materials","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":"Production (economics); Process (computing); Automation; Production line; Robot; Production system (computer science)","score_opus":0.01649815611027912,"score_gpt":0.23585414998375376,"score_spread":0.21935599387347465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417109351","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008149781,0.3748724,0.08089125,0.01655662,0.08997649,0.0015070146,0.0077711414,0.004539542,0.4157358],"genre_scores_gemma":[0.025974004,0.39264038,0.046646707,0.005899832,0.072292835,0.0011340842,0.022324625,0.003113996,0.42997357],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982066,0.0002020733,0.0001877413,0.00036425333,0.00086983695,0.00016946318],"domain_scores_gemma":[0.9955413,0.0009283265,0.00035527442,0.00066939404,0.001660804,0.00084489066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023464698,0.0016098117,0.0015072948,0.0059632845,0.0015132653,0.0054775625,0.0020824485,0.0014817042,0.09621596],"category_scores_gemma":[0.0037014997,0.000554468,0.0011036068,0.006106738,0.00078063447,0.0049621696,0.0035664635,0.0022274284,0.046722088],"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":[0.00006885693,0.00016109576,0.0003805146,0.0035409986,0.000059087793,0.00018657562,0.00015962456,0.0008633572,0.0060364,0.010394936,0.524659,0.4534895],"study_design_scores_gemma":[0.000010456083,0.00013948121,0.0008431965,0.0012263957,0.000042852484,0.00045243205,0.00018248495,0.00079419184,0.0016361232,0.004379453,0.9902631,0.00002975186],"about_ca_topic_score_codex":0.00134435,"about_ca_topic_score_gemma":0.005025456,"teacher_disagreement_score":0.09621596,"about_ca_system_score_codex":0.0011629215,"about_ca_system_score_gemma":0.002355947,"threshold_uncertainty_score":0.32187444},"labels":[],"label_agreement":null},{"id":"W4417259814","doi":"10.1061/9780784486122.004","title":"Accelerating Structural Topology Optimization for Subtractive Building Materials Reuse","year":2025,"lang":"","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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 Waterloo","funders":"","keywords":"Pipeline (software); Reuse; Component (thermodynamics); Subtractive color; Topology optimization; Process (computing); Pipeline transport; Minification","score_opus":0.018140826423106424,"score_gpt":0.2953364348969241,"score_spread":0.2771956084738177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417259814","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16512525,0.00030345074,0.8214534,0.00014873533,0.000037367154,0.00010927236,0.00008577876,0.0005869788,0.0121498015],"genre_scores_gemma":[0.65864325,0.00024408443,0.33565983,0.000048835365,0.0000097801785,0.00010861156,0.00021990121,0.00021689886,0.0048488593],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975663,0.00003225424,0.000007047913,0.00004439177,0.00011923655,0.000040523148],"domain_scores_gemma":[0.99976665,0.00009849406,0.00003634212,0.000039871367,0.000047405487,0.000011185129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004891437,0.00072299695,0.0004973197,0.00058787456,0.00022335311,0.00052309915,0.0006094624,0.0005171248,0.0038980262],"category_scores_gemma":[0.00070522144,0.00036904847,0.0006103698,0.00040567125,0.00038258138,0.0008077918,0.0006224277,0.0006793662,0.00063485175],"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":[0.00007820707,0.00014577156,0.000737166,0.00018463787,0.00002557025,0.0001045405,0.000060159444,0.8247358,0.09453374,0.0081540905,0.00059044803,0.07064988],"study_design_scores_gemma":[0.000012558183,0.00021755422,0.00036218064,0.000008525734,0.000014536355,0.00006138629,0.000040792485,0.97519976,0.017148567,0.003580871,0.003343778,0.000009502531],"about_ca_topic_score_codex":0.0009410384,"about_ca_topic_score_gemma":0.002399737,"teacher_disagreement_score":0.0038980262,"about_ca_system_score_codex":0.00048261296,"about_ca_system_score_gemma":0.00074950967,"threshold_uncertainty_score":0.013040185},"labels":[],"label_agreement":null},{"id":"W4417320987","doi":"10.1007/s40964-025-01446-1","title":"Design and deployment of a functionally efficient 3D-printed concrete bridge developed by form optimization","year":2025,"lang":"en","type":"article","venue":"Progress in Additive Manufacturing","topic":"Innovations in Concrete and Construction Materials","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":"Structural Genomics Consortium","funders":"","keywords":"Deflection (physics); Structural system; Beam (structure); Beam bridge; Fabrication; Bridge (graph theory); Design process; Lattice (music); Software deployment","score_opus":0.012073947269106041,"score_gpt":0.23760658537508317,"score_spread":0.22553263810597712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417320987","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23385176,0.00010230469,0.7433527,0.00015848268,0.000085867025,0.00013112252,0.000107211745,0.0016036223,0.020606924],"genre_scores_gemma":[0.8478024,0.000057188623,0.14575042,0.000034974346,0.000008785127,0.000104924686,0.0001009072,0.00010391018,0.0060364674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997887,0.000027099102,0.000007507601,0.00003656082,0.0001137473,0.000026390262],"domain_scores_gemma":[0.9998636,0.000017018981,0.000028607144,0.000026230971,0.000045726818,0.00001874232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001831927,0.0004933973,0.00042865096,0.00034314557,0.00025637037,0.0005072066,0.00086145377,0.00082551,0.0028503025],"category_scores_gemma":[0.00026728166,0.0003089681,0.00041915334,0.00018540952,0.00027874866,0.0002954305,0.00045850888,0.00029276538,0.0007915802],"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":[0.00015070166,0.000157027,0.0016090532,0.00017080757,0.00006145092,0.00042128496,0.00016160974,0.59790146,0.29948404,0.007459625,0.0014793242,0.09094355],"study_design_scores_gemma":[0.00003475327,0.00039337465,0.0016476542,0.000010951172,0.000034125933,0.0001489444,0.000042494394,0.9372027,0.05424617,0.000590442,0.00562616,0.000022224578],"about_ca_topic_score_codex":0.00089129916,"about_ca_topic_score_gemma":0.0012206412,"teacher_disagreement_score":0.0028503025,"about_ca_system_score_codex":0.00035692131,"about_ca_system_score_gemma":0.0005782557,"threshold_uncertainty_score":0.009535193},"labels":[],"label_agreement":null},{"id":"W562654339","doi":"","title":"Concrete under severe conditions : environment and loading : proceedings of the Third International Conference on Concrete under Severe Conditions, CONSEC '01, Vancouver, BC, Canada, 18-20 June 2001","year":2001,"lang":"en","type":"book","venue":"Medical Entomology and Zoology","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":2,"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":"Forensic engineering; History; Engineering; Geography; Civil engineering","score_opus":0.012614655889870263,"score_gpt":0.22615970758812431,"score_spread":0.21354505169825405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W562654339","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011930544,0.32602108,0.021370748,0.009889491,0.020728007,0.00026133514,0.0015037621,0.0008432076,0.60745186],"genre_scores_gemma":[0.012324969,0.091198936,0.0038924096,0.00044089978,0.00083399523,0.00003352633,0.00074681605,0.00016270876,0.8903657],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997893,0.00001409616,0.00000809737,0.000018023762,0.00014734891,0.000023154027],"domain_scores_gemma":[0.99979156,0.000026051683,0.0000075316893,0.000012709757,0.0001249489,0.000037264606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036604653,0.0010040834,0.0006426981,0.00058997644,0.0012756239,0.001541987,0.0007102746,0.00076331483,0.030020852],"category_scores_gemma":[0.00032055765,0.00043327347,0.00028938122,0.0014927072,0.0008160628,0.00084859243,0.0009206679,0.0009465357,0.0083452165],"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":[0.000058679056,0.00005451237,0.00053097086,0.00030962308,0.0000071264826,0.000096490076,0.00031805426,0.00127202,0.00260461,0.0021013236,0.6458367,0.3468099],"study_design_scores_gemma":[0.0000030940034,0.000029383715,0.0037421975,0.00022280088,0.0000069736616,0.00018048404,0.00034096092,0.0002896177,0.0005884816,0.0014778273,0.9931051,0.000012964066],"about_ca_topic_score_codex":0.10839409,"about_ca_topic_score_gemma":0.5054358,"teacher_disagreement_score":0.8916059,"about_ca_system_score_codex":0.0015565642,"about_ca_system_score_gemma":0.0034106812,"threshold_uncertainty_score":0.21552634},"labels":[],"label_agreement":null},{"id":"W610724523","doi":"10.33593/iccp.v10i1.382","title":"Composite Pavement Systems – A Sustainable Approach for Long-Lasting Concrete Pavements","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovations in Concrete and Construction Materials","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":"Federal Highway Administration; University of Minnesota; Minnesota Department of Transportation; University of Pittsburgh; U.S. Department of Transportation","keywords":"Composite number; Geotechnical engineering; Civil engineering; Forensic engineering; Engineering; Geology; Materials science; Composite material","score_opus":0.02286965405501177,"score_gpt":0.25722982192501215,"score_spread":0.23436016787000039,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W610724523","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3082121,0.0029611571,0.6737153,0.0004038665,0.000055318233,0.0002598849,0.00015332787,0.00062991347,0.013609129],"genre_scores_gemma":[0.8309443,0.0012057873,0.1649718,0.000026250453,0.00001262458,0.0001340863,0.000098060154,0.00003574664,0.0025713847],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990982,0.00022010918,0.000032237116,0.00012003888,0.00044409456,0.00008531162],"domain_scores_gemma":[0.999607,0.00006597225,0.00006287203,0.000063374755,0.00015755116,0.000043145144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010577117,0.00052182353,0.00033992523,0.0010807038,0.00051173667,0.0009257901,0.0009842475,0.0006738937,0.00091619755],"category_scores_gemma":[0.00060204737,0.0002894284,0.00041418854,0.00046652067,0.0005968932,0.00090518215,0.0008594983,0.0005605526,0.00024485536],"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":[0.00012027135,0.00035987093,0.00540102,0.00054548366,0.00005899654,0.00030798934,0.0002941206,0.36851174,0.3835978,0.034088504,0.0009134462,0.20580077],"study_design_scores_gemma":[0.00005849069,0.0028792336,0.012048635,0.00019108491,0.000113885675,0.00064731966,0.00072381407,0.4832573,0.39647257,0.028426139,0.075019814,0.00016161552],"about_ca_topic_score_codex":0.0018390365,"about_ca_topic_score_gemma":0.006170746,"teacher_disagreement_score":0.0018390365,"about_ca_system_score_codex":0.0012118905,"about_ca_system_score_gemma":0.0015232067,"threshold_uncertainty_score":0.008792937},"labels":[],"label_agreement":null},{"id":"W616508741","doi":"","title":"EXPANDED POTENTIAL FOR EXPANDED ASPHALT","year":2003,"lang":"en","type":"article","venue":"Better roads","topic":"Innovations in Concrete and Construction Materials","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":"Asphalt; Compaction; Sizing; Asphalt pavement; Process (computing); Environmental science; Road construction; Engineering; Civil engineering; Computer science; Materials science; Geotechnical engineering; Composite material","score_opus":0.010760177826537291,"score_gpt":0.22468169130789623,"score_spread":0.21392151348135893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W616508741","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46197852,0.0069474378,0.039143823,0.0015304456,0.00028380274,0.00013891788,0.0006442224,0.0014925625,0.4878403],"genre_scores_gemma":[0.8871211,0.0022997519,0.011591438,0.00021389208,0.00006522935,0.000034449495,0.00027090785,0.00018893596,0.09821435],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99949217,0.000042006624,0.000011661448,0.00005208063,0.00029962562,0.00010240875],"domain_scores_gemma":[0.99942446,0.000084630075,0.00004632355,0.00008920705,0.00019378355,0.00016149614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045114956,0.00040469246,0.00022603016,0.0018023512,0.0007502668,0.0012853513,0.0007567129,0.00074450945,0.030279925],"category_scores_gemma":[0.00051429856,0.00023012288,0.0004312893,0.00080143876,0.00059053954,0.0020600823,0.0018541137,0.00061764085,0.003941893],"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":[0.0006180953,0.00039395725,0.0061761946,0.0005838538,0.000032488362,0.0029486497,0.0007863497,0.006335872,0.39683077,0.05147508,0.010994674,0.522824],"study_design_scores_gemma":[0.000082141676,0.0009375217,0.0161243,0.00024522247,0.00010264263,0.004382573,0.00128167,0.0054191044,0.20524886,0.021211242,0.74485993,0.00010480042],"about_ca_topic_score_codex":0.002467808,"about_ca_topic_score_gemma":0.011215562,"teacher_disagreement_score":0.030279925,"about_ca_system_score_codex":0.00084359595,"about_ca_system_score_gemma":0.00069778436,"threshold_uncertainty_score":0.101296484},"labels":[],"label_agreement":null},{"id":"W6911607853","doi":"10.5281/zenodo.13348408","title":"Ready Mix Concrete","year":2024,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovations in Concrete and Construction Materials","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":"Order (exchange); Building industry; Service (business); Focus (optics); Construction industry","score_opus":0.026562754732143718,"score_gpt":0.2351885410489921,"score_spread":0.20862578631684836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6911607853","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0110601345,0.001264294,0.061051007,0.000992511,0.0019476933,0.0011254621,0.009349845,0.033565737,0.87964326],"genre_scores_gemma":[0.054403767,0.000901796,0.041507073,0.0011712449,0.00018070145,0.0005477724,0.0064678183,0.010894758,0.8839251],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9972474,0.00011026136,0.00012895298,0.00040022493,0.0018816262,0.0002314295],"domain_scores_gemma":[0.9978746,0.00018181597,0.00013701186,0.0003587187,0.001081909,0.0003659658],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00092692964,0.0023606138,0.00096401566,0.0037307327,0.0021830061,0.0033325837,0.0028769935,0.0023797816,0.472187],"category_scores_gemma":[0.0032746973,0.0016344899,0.0010308262,0.0014859833,0.00084413873,0.003996025,0.004688193,0.0027182747,0.29986995],"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":[0.00035100288,0.00047323812,0.0020246466,0.0018507431,0.000042966356,0.00091512327,0.0006692063,0.005093445,0.06467748,0.030035228,0.5212364,0.37263042],"study_design_scores_gemma":[0.000027047385,0.0000655529,0.0009515482,0.00016982452,0.000021386164,0.0004145767,0.00020343853,0.0013116316,0.017992705,0.0020849993,0.9766891,0.000068153706],"about_ca_topic_score_codex":0.0046853567,"about_ca_topic_score_gemma":0.011365517,"teacher_disagreement_score":0.472187,"about_ca_system_score_codex":0.0013856732,"about_ca_system_score_gemma":0.0022445086,"threshold_uncertainty_score":0.75286114},"labels":[],"label_agreement":null},{"id":"W6917678253","doi":"10.57922/tcrc.616","title":"Human-Robot Collaborative Workflow for Remote Decommissioning and Demolition","year":2022,"lang":"en","type":"article","venue":"UNB Conferences","topic":"Innovations in Concrete and Construction Materials","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":"Deconstruction (building); Nuclear decommissioning; Demolition; Workflow; Context (archaeology); Plan (archaeology); Process (computing); Modular design","score_opus":0.023459285215710286,"score_gpt":0.2723320899911923,"score_spread":0.24887280477548201,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6917678253","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016443783,0.0001923033,0.97289485,0.0001558969,0.000037986996,0.00028824457,0.00012436596,0.0037796074,0.006082947],"genre_scores_gemma":[0.3916026,0.0004210035,0.59937274,0.00008744997,0.000026669615,0.0003993176,0.0006618617,0.00029225062,0.00713621],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991066,0.00021775298,0.00005284912,0.00026342584,0.00022180226,0.00013752197],"domain_scores_gemma":[0.99941635,0.00019396463,0.0000633391,0.00013601627,0.00008154982,0.00010876405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011084403,0.0010772762,0.0006174866,0.00068922,0.00088629924,0.0012086194,0.001563933,0.00091675646,0.0072776102],"category_scores_gemma":[0.0012987099,0.00039740247,0.00087883597,0.00037947134,0.00081710744,0.0010669647,0.0027472,0.00072989136,0.0013028701],"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":[0.0011195181,0.00069110893,0.0037488237,0.0010397655,0.00015247437,0.0026974662,0.003967072,0.34772488,0.08132079,0.048559092,0.011294573,0.49768445],"study_design_scores_gemma":[0.000109629495,0.00051574345,0.0033206267,0.00014019982,0.00007810546,0.00071081496,0.0012950366,0.8612588,0.029603103,0.02735135,0.07549713,0.00011949458],"about_ca_topic_score_codex":0.0045603523,"about_ca_topic_score_gemma":0.0063004103,"teacher_disagreement_score":0.0072776102,"about_ca_system_score_codex":0.000599635,"about_ca_system_score_gemma":0.0025685104,"threshold_uncertainty_score":0.024346054},"labels":[],"label_agreement":null},{"id":"W6927471123","doi":"10.3389/fevo.2023.1156853.s010","title":"Table_1_Risky business: relating probability of direct contact to risk of chronic wasting disease.DOCX","year":2023,"lang":"en","type":"dataset","venue":"Figshare","topic":"Innovations in Concrete and Construction Materials","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":"Chronic wasting disease; Transmission (telecommunications); Social contact; Wildlife disease; Habitat; Disease; Disease transmission","score_opus":0.023878658099588963,"score_gpt":0.24134274444939002,"score_spread":0.21746408634980105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6927471123","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005637643,0.0000767279,0.0003532315,0.00022756998,0.000059683473,0.00011540993,0.98891944,0.00028526608,0.0043250523],"genre_scores_gemma":[0.13706304,0.000671755,0.008235809,0.0012184426,0.00028275506,0.0017408053,0.7971528,0.001219265,0.05241539],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9997085,0.000043170556,0.000032534488,0.000060781847,0.000089595495,0.00006535372],"domain_scores_gemma":[0.994072,0.0034495324,0.000655628,0.00021618122,0.0012846884,0.00032185297],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005727876,0.000897545,0.0007586697,0.0019184037,0.0007783878,0.0009498328,0.0017920143,0.0007546872,0.4964819],"category_scores_gemma":[0.0094877295,0.0004970533,0.0010952256,0.001870294,0.0001761514,0.0013261285,0.00068238843,0.0012403965,0.040397868],"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":[0.00024806638,0.00017917105,0.11733704,0.0015571136,0.00018581424,0.00012334886,0.000184364,0.001338991,0.00015031718,0.0007900898,0.85973215,0.01817354],"study_design_scores_gemma":[0.0009850869,0.00031288312,0.6963969,0.0024716135,0.00035964575,0.0010550545,0.002008961,0.009858181,0.00061842514,0.0033321646,0.28244123,0.00015997088],"about_ca_topic_score_codex":0.16748585,"about_ca_topic_score_gemma":0.15429848,"teacher_disagreement_score":0.4964819,"about_ca_system_score_codex":0.0010378407,"about_ca_system_score_gemma":0.0017496594,"threshold_uncertainty_score":0.7182075},"labels":[],"label_agreement":null},{"id":"W6977037169","doi":"10.6084/m9.figshare.21215238","title":"The use of self-management strategies for stroke rehabilitation: a scoping review","year":2022,"lang":"en","type":"article","venue":"Figshare","topic":"Innovations in Concrete and Construction Materials","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 Manitoba","funders":"","keywords":"CINAHL; Stroke (engine); Data extraction; MEDLINE; Quality of life (healthcare); Stroke recovery","score_opus":0.054749682334400876,"score_gpt":0.2859240506471799,"score_spread":0.23117436831277904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6977037169","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008145823,0.99673563,0.00028627968,0.00046345344,0.00017811162,0.00063786743,0.00012504177,0.000008408652,0.00075069215],"genre_scores_gemma":[0.004813624,0.9926569,0.0009225762,0.00025160683,0.0000647781,0.0010267859,0.0001360343,0.0000048549946,0.00012283173],"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","domain_scores_codex":[0.9819033,0.0062813037,0.007068567,0.00077920407,0.0035505702,0.0004171604],"domain_scores_gemma":[0.9348646,0.051773027,0.0065716053,0.000809388,0.005584519,0.0003970134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.024314744,0.0018079283,0.0051824534,0.020933846,0.0016607976,0.0057760607,0.0024762566,0.0034430479,0.003111384],"category_scores_gemma":[0.08269789,0.0013776034,0.005340497,0.021294624,0.0015140502,0.004524697,0.0028165127,0.0017901423,0.00060401787],"study_design_candidate":"systematic_review","study_design_consensus":"systematic_review","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009699902,0.000063741645,0.0008793437,0.7627583,0.0016287513,0.00015871583,0.0019065436,0.00019512943,0.00021435927,0.00104028,0.0038572766,0.22720054],"study_design_scores_gemma":[0.000023160457,0.000072734205,0.0015842062,0.9698057,0.0037725822,0.000187127,0.00086170697,0.00008069806,0.00012145041,0.000274738,0.023191607,0.000024304936],"about_ca_topic_score_codex":0.009302131,"about_ca_topic_score_gemma":0.02060357,"teacher_disagreement_score":0.024314744,"about_ca_system_score_codex":0.0057410533,"about_ca_system_score_gemma":0.020805258,"threshold_uncertainty_score":0.12859023},"labels":[],"label_agreement":null},{"id":"W6980173172","doi":"","title":"The Barriers to 3-d Construction Printing a Cementitious Outer wall","year":2019,"lang":"en","type":"dissertation","venue":"Research Repository (Delft University of Technology)","topic":"Innovations in Concrete and Construction Materials","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":"Product (mathematics); Point (geometry); 3D printing; Scalability; Domain (mathematical analysis); New product development","score_opus":0.009846704048718541,"score_gpt":0.24451093705045648,"score_spread":0.23466423300173794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6980173172","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.783048,0.002527337,0.016599922,0.01725002,0.00021900362,0.00029457064,0.00014804174,0.00011031713,0.17980278],"genre_scores_gemma":[0.97305036,0.0018242047,0.0057279095,0.0006987308,0.000034640947,0.00011525409,0.00005286589,0.00007594879,0.01842003],"study_design_codex":"qualitative","study_design_gemma":"not_applicable","domain_scores_codex":[0.9877724,0.004822875,0.0009018827,0.0005359917,0.0047241393,0.001242665],"domain_scores_gemma":[0.9623163,0.027461477,0.0035620166,0.0012519713,0.004306421,0.0011018796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007283452,0.00030162747,0.00029498356,0.0007943939,0.0031230072,0.007522256,0.0014577564,0.0015114042,0.011775846],"category_scores_gemma":[0.03626054,0.000555651,0.00039708172,0.00093164796,0.003046146,0.002836251,0.0028156596,0.0017193707,0.0022920903],"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":[0.0005198958,0.00064763176,0.06519535,0.0038369882,0.00006545625,0.009842936,0.3300038,0.005191096,0.02978126,0.23066592,0.03489061,0.28935918],"study_design_scores_gemma":[0.000033966673,0.00042154355,0.07215057,0.0029880714,0.00007546436,0.0052986406,0.36059535,0.0038536869,0.011158106,0.027319606,0.51592755,0.00017741055],"about_ca_topic_score_codex":0.012093216,"about_ca_topic_score_gemma":0.012934436,"teacher_disagreement_score":0.012093216,"about_ca_system_score_codex":0.0033219226,"about_ca_system_score_gemma":0.004363484,"threshold_uncertainty_score":0.03939414},"labels":[],"label_agreement":null},{"id":"W6981562953","doi":"","title":"Entre el espacio latino y anglosajón: pensamiento y acción en la trayectoria de Isabel Oyarzábal","year":2023,"lang":"en","type":"article","venue":"Dialnet (Universidad de la Rioja)","topic":"Innovations in Concrete and Construction Materials","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":"League; Latin Americans; World literature; Poetry","score_opus":0.007232336814806379,"score_gpt":0.239861186564233,"score_spread":0.23262884974942663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6981562953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32769358,0.17541099,0.0017546922,0.17126721,0.0074744835,0.00004401993,0.000053679316,0.000059481597,0.31624195],"genre_scores_gemma":[0.86573476,0.033084866,0.0005362558,0.01566947,0.0013004143,0.000032493605,0.000020652478,0.000099708646,0.08352147],"study_design_codex":"qualitative","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988218,0.0006497458,0.00002503647,0.00012500247,0.00017754728,0.0002009349],"domain_scores_gemma":[0.9989041,0.00058098894,0.00015225337,0.00003685255,0.00019793789,0.00012785781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002882443,0.0004276571,0.00032315106,0.00064985955,0.0053315302,0.005420089,0.00052838493,0.0019553236,0.0026747559],"category_scores_gemma":[0.0028565978,0.00026746574,0.00016708476,0.0006159657,0.007820628,0.0024951512,0.0028262658,0.0045886333,0.00046496923],"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":[0.00018314869,0.000102066595,0.0048590107,0.00038704125,0.000016936992,0.002116353,0.6896235,0.000094423,0.0018508922,0.21372797,0.033151157,0.053887557],"study_design_scores_gemma":[0.000010071789,0.000029869312,0.003023882,0.00064516306,0.00001120392,0.00044308288,0.13826297,0.000054959983,0.0002747965,0.0031831553,0.85404235,0.000018520916],"about_ca_topic_score_codex":0.042747978,"about_ca_topic_score_gemma":0.042268917,"teacher_disagreement_score":0.042747978,"about_ca_system_score_codex":0.005719704,"about_ca_system_score_gemma":0.0027425508,"threshold_uncertainty_score":0.08499831},"labels":[],"label_agreement":null},{"id":"W6982834229","doi":"","title":"La construction de l'espace minier de l'Abitibi par l'industrie minière, l'État québécois et les résidents entre 1898 et 2015","year":2023,"lang":"fr","type":"other","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Population; Context (archaeology); Amazon rainforest; Western europe","score_opus":0.012898154298501751,"score_gpt":0.26034465381399147,"score_spread":0.24744649951548972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6982834229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.833537,0.0029054906,0.0020946353,0.00907729,0.00012525311,0.00009814947,0.0010103814,0.000047334284,0.15110452],"genre_scores_gemma":[0.91037166,0.0016519738,0.001363429,0.0007539572,0.00001660606,0.000060553306,0.0003282348,0.000034776323,0.085418805],"study_design_codex":"qualitative","study_design_gemma":"observational","domain_scores_codex":[0.99931574,0.000107604545,0.00001545669,0.00011775017,0.00016419648,0.0002792144],"domain_scores_gemma":[0.9984407,0.0001565536,0.00014787592,0.000059928225,0.0005173855,0.0006776176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009675605,0.00026292627,0.00025066474,0.0012967662,0.013613541,0.0039186766,0.00091357634,0.00072094076,0.012420333],"category_scores_gemma":[0.0012364768,0.0002584141,0.00016539489,0.0025302845,0.0064731855,0.0015767367,0.0023398253,0.0015834316,0.00062015984],"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":[0.0001206344,0.000054031723,0.10207809,0.00028036974,0.000034508816,0.0012804803,0.68274254,0.00039511477,0.0036279198,0.076538704,0.028131425,0.10471612],"study_design_scores_gemma":[0.000006387295,0.00003615458,0.27036062,0.00034353384,0.000019862344,0.00022759382,0.3554402,0.00023843293,0.00049193,0.0016391678,0.37114793,0.0000482185],"about_ca_topic_score_codex":0.97265536,"about_ca_topic_score_gemma":0.99409807,"teacher_disagreement_score":0.044417668,"about_ca_system_score_codex":0.044417668,"about_ca_system_score_gemma":0.06774748,"threshold_uncertainty_score":0.3222742},"labels":[],"label_agreement":null},{"id":"W6986104051","doi":"","title":"Ontario e-commerce export guide","year":2001,"lang":"en","type":"other","venue":"Bulletin of Miscellaneous Information (Royal Gardens Kew)","topic":"Innovations in Concrete and Construction Materials","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":"","score_opus":0.006273183408836005,"score_gpt":0.17907342045360308,"score_spread":0.17280023704476707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6986104051","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000617559,0.00069874834,0.0004358966,0.0007218801,0.00015439946,0.00019571677,0.01532379,0.00090632215,0.9809457],"genre_scores_gemma":[0.0007252792,0.0006623228,0.00036056395,0.00012394766,0.000012927606,0.000033563232,0.0039983196,0.00016607837,0.99391705],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99911565,0.00003686008,0.000033337485,0.00006614578,0.00058816443,0.00015980519],"domain_scores_gemma":[0.99791914,0.00013300174,0.000053406602,0.00014805218,0.0014825672,0.00026384322],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00066890055,0.0012667478,0.0008024238,0.004887933,0.004433033,0.004356004,0.0011197414,0.0010379134,0.6432826],"category_scores_gemma":[0.002156368,0.0010783051,0.0005374057,0.008059022,0.0006128036,0.0024663683,0.0013392837,0.0011121279,0.46321052],"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":[0.000012660799,0.00001703918,0.0002509387,0.00006007717,0.0000010365576,0.000025518606,0.00006190447,0.000027499116,0.00008840277,0.0010483627,0.9676046,0.030801905],"study_design_scores_gemma":[0.000004766404,0.000004265566,0.0014091166,0.000029006264,0.0000020663826,0.000019074092,0.00008005518,0.000052290507,0.00005287007,0.00013493378,0.99820614,0.000005381177],"about_ca_topic_score_codex":0.74461657,"about_ca_topic_score_gemma":0.91894007,"teacher_disagreement_score":0.6432826,"about_ca_system_score_codex":0.009087764,"about_ca_system_score_gemma":0.022863561,"threshold_uncertainty_score":0.5137749},"labels":[],"label_agreement":null},{"id":"W6986171574","doi":"","title":"\"Our Language is the Forest\": Landscapes of the Mother Tongue in David Greig's &lt;em&gt;Dunsinane&lt;/em&gt;","year":2021,"lang":"en","type":"article","venue":"Digital Commons - Trinity University (Trinity University)","topic":"Innovations in Concrete and Construction Materials","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":"Trinity College","funders":"","keywords":"Appropriation; Colonialism; Situated; Power (physics); Conflation; Lexicon; Order (exchange); Narrative","score_opus":0.01189151746039046,"score_gpt":0.19172507218845797,"score_spread":0.1798335547280675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6986171574","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58276105,0.0098378025,0.0016068012,0.03480929,0.0007057345,0.00002530388,0.000050215865,0.00006940947,0.37013435],"genre_scores_gemma":[0.97935075,0.0009767637,0.00016731377,0.0013244118,0.000072713796,0.000008052587,0.0000066254006,0.000030527455,0.018062875],"study_design_codex":"qualitative","study_design_gemma":"not_applicable","domain_scores_codex":[0.998777,0.0007157059,0.000013173064,0.000094008574,0.00014303747,0.0002570582],"domain_scores_gemma":[0.9993648,0.00038309486,0.000060843526,0.000029880717,0.000060553743,0.000100805606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013847694,0.0004082585,0.0003244832,0.00064866,0.01364551,0.0066603483,0.0007403172,0.0015896298,0.003901347],"category_scores_gemma":[0.001878253,0.00026727913,0.000110741625,0.0005988571,0.022294857,0.002944685,0.0034106018,0.0021928414,0.0004374078],"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":[0.000022820497,0.000014094944,0.0009881569,0.000037833073,0.0000020228667,0.0015809047,0.9080672,0.0000215043,0.000405438,0.06712145,0.010882136,0.010856397],"study_design_scores_gemma":[0.000007763825,0.00003040023,0.0028216431,0.00026542434,0.000006952079,0.0007202699,0.6673841,0.000055759996,0.00036073374,0.0048411456,0.32349125,0.0000146624925],"about_ca_topic_score_codex":0.07161448,"about_ca_topic_score_gemma":0.1693792,"teacher_disagreement_score":0.07161448,"about_ca_system_score_codex":0.005743182,"about_ca_system_score_gemma":0.0021128533,"threshold_uncertainty_score":0.14239526},"labels":[],"label_agreement":null},{"id":"W6987331427","doi":"","title":"Structural and Building Envelope Performances of 3D Concrete Printed Walls","year":2025,"lang":"en","type":"dissertation","venue":"Scholarship at UWindsor (University of Windsor)","topic":"Innovations in Concrete and Construction Materials","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":"Compressive strength; Building envelope; Reinforcement; Masonry; Envelope (radar); Thermal; Penetration (warfare); Compression (physics); Prism; Material properties","score_opus":0.011910742576243659,"score_gpt":0.21864446427006692,"score_spread":0.20673372169382326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6987331427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924919,0.00012558074,0.005669114,0.000010525972,0.000018996994,0.000008115207,0.00014017535,0.00020470396,0.0013308024],"genre_scores_gemma":[0.995262,0.00009435781,0.003552662,0.000011562962,0.0000020219998,0.00000854184,0.00012518716,0.000030332936,0.00091330183],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995455,0.00003751578,0.000034222612,0.000056623318,0.0002785625,0.00004750813],"domain_scores_gemma":[0.99922895,0.0002200448,0.00016380873,0.00016784406,0.00015126544,0.000068060035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033779565,0.00047377008,0.00023322101,0.00044309214,0.00010716649,0.00049575727,0.0003928012,0.00056190224,0.0015325841],"category_scores_gemma":[0.000994567,0.00024936302,0.0005227154,0.00032753558,0.00038211685,0.00037785867,0.0005052643,0.00032170175,0.00041372667],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019050404,0.00006390891,0.0030604017,0.00014340584,0.000024482897,0.0005370685,0.00012073601,0.05037589,0.92700416,0.00023508117,0.000114968156,0.01812929],"study_design_scores_gemma":[0.000020554171,0.0011129314,0.02700354,0.000038626207,0.000041049523,0.00056344946,0.00018534904,0.04310559,0.9262484,0.00014087654,0.0014672142,0.00007249946],"about_ca_topic_score_codex":0.00033959045,"about_ca_topic_score_gemma":0.000580366,"teacher_disagreement_score":0.0015325841,"about_ca_system_score_codex":0.00017511728,"about_ca_system_score_gemma":0.00012496041,"threshold_uncertainty_score":0.0051270127},"labels":[],"label_agreement":null},{"id":"W6992159876","doi":"","title":"KRUGER ENTERS INTO A DEFINITIVE AGREEMENT FOR THE ACQUISITION OF THE KAMLOOPS PULP MILL OWNED BY DOMTAR INC.","year":2022,"lang":"en","type":"other","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Mill; Pulp mill; Pulp (tooth)","score_opus":0.0069792691446582565,"score_gpt":0.2078335028640727,"score_spread":0.20085423371941444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992159876","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005879209,0.00035104266,0.004354639,0.0027785073,0.00047058097,0.00011624858,0.0019328673,0.0013656559,0.9827512],"genre_scores_gemma":[0.014295401,0.00014616587,0.0016812171,0.0006873425,0.00002756809,0.000033576373,0.0010897949,0.00046817865,0.9815708],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99790925,0.00011177959,0.00006157832,0.0002664364,0.0013421351,0.0003087508],"domain_scores_gemma":[0.9980684,0.00031745204,0.00010083222,0.0002520254,0.0009920138,0.00026927548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017403051,0.00049774745,0.00043767956,0.000987481,0.0019804905,0.0029517708,0.0010519705,0.003010714,0.17709096],"category_scores_gemma":[0.0033113935,0.00036382675,0.00030307684,0.0006013173,0.0008227269,0.0016352797,0.0021331862,0.0031160822,0.11366541],"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":[0.00031165712,0.00019348315,0.0015339862,0.00022495119,0.000012484356,0.0006862047,0.00048879656,0.00035997917,0.009996948,0.186065,0.6856491,0.11447748],"study_design_scores_gemma":[0.000007922368,0.000031744767,0.0010054713,0.000023328386,0.0000025614709,0.00012523273,0.000120716984,0.00020254076,0.0024062921,0.001849643,0.9942134,0.000011062384],"about_ca_topic_score_codex":0.011826554,"about_ca_topic_score_gemma":0.030027134,"teacher_disagreement_score":0.9881734,"about_ca_system_score_codex":0.0015562368,"about_ca_system_score_gemma":0.0041140965,"threshold_uncertainty_score":0.59242827},"labels":[],"label_agreement":null},{"id":"W6998619142","doi":"","title":"Avis du Conseil des collèges transmis au ministre de l'éducation concernant l'implantation du programme de technologie physique dans quatre collèges du Québec","year":2015,"lang":"fr","type":"other","venue":"Bibliothèque et Archives nationales du Québec (Québec government)","topic":"Innovations in Concrete and Construction Materials","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":"Work (physics); Context (archaeology); Field (mathematics)","score_opus":0.021150632517151217,"score_gpt":0.2396487984741842,"score_spread":0.21849816595703297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6998619142","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5946933,0.006309983,0.004735618,0.036487233,0.0012384717,0.0006411643,0.030926086,0.0008841606,0.32408398],"genre_scores_gemma":[0.42392263,0.001135758,0.0014698432,0.0013525718,0.00013052994,0.00013088869,0.0028511977,0.00010176575,0.56890476],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974498,0.00017364022,0.000057641257,0.00019417911,0.0011571524,0.00096753845],"domain_scores_gemma":[0.99057555,0.00082519103,0.00058154366,0.00021937904,0.0036631583,0.0041351696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018074327,0.00044599726,0.00035885497,0.0032907221,0.006835039,0.0037782623,0.0012348032,0.0022212246,0.033266593],"category_scores_gemma":[0.0056806197,0.00035612565,0.00042649664,0.0030916107,0.0011564101,0.0009052434,0.0018538426,0.0020233095,0.0019734935],"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":[0.0011196993,0.0006946601,0.237306,0.0006847053,0.00014059278,0.0014036869,0.012464214,0.004445494,0.0053470866,0.047821138,0.30257902,0.38599378],"study_design_scores_gemma":[0.000046492187,0.00012010067,0.6403013,0.0001647392,0.000033503005,0.00013436342,0.0069074393,0.001228791,0.0020470254,0.00046710734,0.3484899,0.000059162856],"about_ca_topic_score_codex":0.98419094,"about_ca_topic_score_gemma":0.99395156,"teacher_disagreement_score":0.071002394,"about_ca_system_score_codex":0.071002394,"about_ca_system_score_gemma":0.12702546,"threshold_uncertainty_score":0.5151608},"labels":[],"label_agreement":null},{"id":"W7000099344","doi":"","title":"Effet de la rhéologie sur la qualité de surface et de la performance des BAP","year":2012,"lang":"fr","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Innovations in Concrete and Construction Materials","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":"Speed measurement; High speed train; Coastal ecosystem","score_opus":0.0120452199550592,"score_gpt":0.23713836962133533,"score_spread":0.22509314966627614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000099344","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914976,0.0016696977,0.0024044302,0.00010494194,0.00007603422,0.000034778488,0.00031060964,0.00012633787,0.0037754807],"genre_scores_gemma":[0.98681927,0.0011148716,0.0022444846,0.000058994257,0.000016590862,0.000043294356,0.00036384826,0.00006402191,0.009274548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994991,0.000061080194,0.000017630311,0.00008687814,0.0002671285,0.0000681456],"domain_scores_gemma":[0.9990682,0.00029726134,0.00013681267,0.00006405344,0.00034464293,0.00008903377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053989165,0.00047770402,0.0003752019,0.00038580626,0.0004096356,0.0010247203,0.00028737774,0.0007738457,0.005121994],"category_scores_gemma":[0.0012362412,0.0003313696,0.00041882685,0.00053076877,0.0003775877,0.00069012213,0.0003500518,0.00092537515,0.0011919973],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005617639,0.00009579978,0.0038043743,0.00020413639,0.00002643015,0.000073888186,0.00013643333,0.0012085595,0.9772535,0.00008396409,0.000197852,0.016353324],"study_design_scores_gemma":[0.000030986375,0.0026585313,0.059587926,0.000050226587,0.00008092808,0.00016671406,0.00031609656,0.008105647,0.92031485,0.00011277663,0.008511061,0.000064227184],"about_ca_topic_score_codex":0.0022561324,"about_ca_topic_score_gemma":0.0036816157,"teacher_disagreement_score":0.005121994,"about_ca_system_score_codex":0.00026261012,"about_ca_system_score_gemma":0.00024162067,"threshold_uncertainty_score":0.017134845},"labels":[],"label_agreement":null},{"id":"W7006341236","doi":"","title":"Terex MP Acquires ProAll, Canada's Leading Producer of Volumetric Mixers for Concrete","year":2022,"lang":"en","type":"other","venue":"","topic":"Innovations in Concrete and Construction Materials","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":"Work (physics); Welding; Troubleshooting; Noise (video)","score_opus":0.009005866976432806,"score_gpt":0.20703314314397375,"score_spread":0.19802727616754096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7006341236","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0075631524,0.0011608932,0.0032796299,0.002008671,0.0005199531,0.00033726907,0.005935588,0.0033630056,0.97583175],"genre_scores_gemma":[0.00817758,0.0004558596,0.0013610948,0.00019373812,0.000026907634,0.000019983476,0.0018206227,0.0002902781,0.9876538],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99781513,0.000036318263,0.000022384615,0.00018020444,0.0015485545,0.00039736638],"domain_scores_gemma":[0.99749905,0.00010169709,0.000058635123,0.00013136682,0.0015864901,0.00062271784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001079397,0.0013196982,0.0006316157,0.003351196,0.0038130914,0.004099947,0.0011434626,0.0015727713,0.23079315],"category_scores_gemma":[0.0015444608,0.0006620491,0.00063015154,0.0016642864,0.0011646226,0.001477236,0.001456305,0.0021823095,0.071491495],"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":[0.0004335858,0.00022588085,0.0029573413,0.0003804983,0.000014204065,0.000503351,0.00035117418,0.0005516327,0.016812373,0.04463846,0.713247,0.21988451],"study_design_scores_gemma":[0.000023717123,0.000060406262,0.002570282,0.00005037976,0.000006200478,0.00014648131,0.00024940234,0.00041395027,0.004709917,0.0005577746,0.9911972,0.000014217828],"about_ca_topic_score_codex":0.4588812,"about_ca_topic_score_gemma":0.77244747,"teacher_disagreement_score":0.5411188,"about_ca_system_score_codex":0.010801887,"about_ca_system_score_gemma":0.026321605,"threshold_uncertainty_score":0.91242045},"labels":[],"label_agreement":null},{"id":"W7006577274","doi":"","title":"Use of porous lightweight aggregate in high performance concrete as a carrier of chemical admixtures and curing water","year":2011,"lang":"en","type":"article","venue":"NPARC","topic":"Innovations in Concrete and Construction Materials","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":"Air entrainment; Curing (chemistry); Cracking; Ultimate tensile strength; Compressive strength; Aggregate (composite); Pervious concrete; Porosity","score_opus":0.014768561023882862,"score_gpt":0.19633721576714927,"score_spread":0.18156865474326642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7006577274","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9902699,0.00044495912,0.008159538,0.000018631155,0.000013201568,0.000064699656,0.00007418107,0.00013972368,0.0008151246],"genre_scores_gemma":[0.9888735,0.00032813806,0.0093696015,0.00001194788,0.000006529259,0.000030181718,0.00007814802,0.000018268398,0.0012836978],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997619,0.000029482919,0.000020674954,0.00005132354,0.00009925152,0.000037477548],"domain_scores_gemma":[0.9997696,0.000022818185,0.00012478503,0.000030161773,0.000021590953,0.000031009833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029265712,0.000383629,0.0002861515,0.00031392038,0.00014703558,0.0002450555,0.00028146914,0.00025116644,0.0005561424],"category_scores_gemma":[0.00017775378,0.00020888569,0.00036355905,0.00020767745,0.00020653685,0.00025177398,0.00029394397,0.00043468978,0.00029902364],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003338132,0.000016287991,0.000108129294,0.00002699404,0.0000033717765,0.000018841265,0.0000061314527,0.00013053796,0.9988393,0.000028986378,0.0000041289177,0.0007840281],"study_design_scores_gemma":[0.000004724609,0.00033251132,0.0012370363,0.0000026124185,0.000016287227,0.00006530978,0.000004245756,0.0004357346,0.99727064,0.0000058932487,0.0006210971,0.0000038435273],"about_ca_topic_score_codex":0.00094243593,"about_ca_topic_score_gemma":0.002336982,"teacher_disagreement_score":0.00094243593,"about_ca_system_score_codex":0.00024302167,"about_ca_system_score_gemma":0.0002444686,"threshold_uncertainty_score":0.0018738508},"labels":[],"label_agreement":null},{"id":"W7026994758","doi":"","title":"Automation techniques for construction of solid models in CAD","year":2004,"lang":"en","type":"article","venue":"NPARC","topic":"Innovations in Concrete and Construction Materials","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":"Macro; CAD; Computer Aided Design; Automation; Scripting language; Interface (matter); Electronic design automation","score_opus":0.013510003118741733,"score_gpt":0.24836764219473145,"score_spread":0.23485763907598972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7026994758","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012032135,0.0004027448,0.99385154,0.000035843776,0.000026364796,0.000038895214,0.00003379049,0.0013470431,0.003060551],"genre_scores_gemma":[0.026903851,0.0010732104,0.96894896,0.00003204008,0.000034679586,0.00013253183,0.00024489296,0.00030138035,0.002328474],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978666,0.00037217647,0.00013288825,0.00023430916,0.0013132484,0.00008088038],"domain_scores_gemma":[0.9986842,0.0005650629,0.00006412189,0.0004194838,0.00023976018,0.000027326754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010857229,0.0008116021,0.0007714777,0.0019867981,0.00083923753,0.0015411606,0.0014213313,0.0006538364,0.0062127663],"category_scores_gemma":[0.0029849,0.00088112993,0.0010115057,0.0018365724,0.0013343431,0.0013590157,0.0015771082,0.001685282,0.0038778638],"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":[0.00009211626,0.000082618244,0.00058270816,0.00078989164,0.00005331219,0.0003033872,0.0008290645,0.04425792,0.036109965,0.16852146,0.008699985,0.7396776],"study_design_scores_gemma":[0.00012553106,0.0002692719,0.0015510409,0.00035730237,0.00009676036,0.0017989654,0.00018953686,0.31964654,0.089625955,0.17983976,0.4063534,0.00014591734],"about_ca_topic_score_codex":0.0013330564,"about_ca_topic_score_gemma":0.0015425244,"teacher_disagreement_score":0.0062127663,"about_ca_system_score_codex":0.00043986033,"about_ca_system_score_gemma":0.00068232534,"threshold_uncertainty_score":0.020783782},"labels":[],"label_agreement":null},{"id":"W7032722160","doi":"","title":"11 Ontario-wide Think Tanks","year":2023,"lang":"en","type":"other","venue":"SOURCE Sheridan's Institutional Repository (Sheridan College)","topic":"Innovations in Concrete and Construction Materials","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":"Think tanks; Work (physics); Government (linguistics); Clothing; Appeasement","score_opus":0.007137717065906943,"score_gpt":0.18844427738138075,"score_spread":0.18130656031547382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7032722160","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018299012,0.0006474889,0.0005301485,0.015553473,0.0013691969,0.00027021513,0.0089851385,0.0004793443,0.97033507],"genre_scores_gemma":[0.002529399,0.0001804507,0.00022563589,0.0007797307,0.000049124268,0.0000458224,0.00089796924,0.0000825665,0.9952093],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99733067,0.00014980674,0.000048576392,0.00024832634,0.0014922661,0.0007302895],"domain_scores_gemma":[0.9956664,0.00029448362,0.00009277523,0.000266659,0.0022270153,0.0014526487],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0022648682,0.00084620155,0.00039545057,0.002111774,0.0120261,0.008351951,0.0014684554,0.0032248267,0.3975084],"category_scores_gemma":[0.0035782906,0.00080614164,0.00071520556,0.0037244626,0.0016550465,0.0019318031,0.0030388015,0.00222372,0.1035502],"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":[0.000025298275,0.000014979902,0.00038574438,0.000034646146,0.0000018844158,0.000044614673,0.0002235193,0.00004159786,0.00008682738,0.0061903074,0.98293144,0.010019179],"study_design_scores_gemma":[0.00000816328,0.000002434305,0.00089213817,0.000016434937,0.0000016426467,0.000004772633,0.00049858843,0.00004410772,0.00004679927,0.0003642481,0.99811614,0.000004540808],"about_ca_topic_score_codex":0.88610023,"about_ca_topic_score_gemma":0.9636461,"teacher_disagreement_score":0.3975084,"about_ca_system_score_codex":0.039415188,"about_ca_system_score_gemma":0.08831881,"threshold_uncertainty_score":0.85938114},"labels":[],"label_agreement":null},{"id":"W7038741377","doi":"","title":"The influence of the urban built environment on utilitarian walking and body mass index: Trip diary and longitudinal studies of Canadians","year":2016,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Innovations in Concrete and Construction Materials","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":"National Institute on Minority Health and Health Disparities; Canadian Institutes of Health Research; McGill University","keywords":"Built environment; Urban environment; Urban design; Level design; Longitudinal study","score_opus":0.011209353543143794,"score_gpt":0.22063852432123174,"score_spread":0.20942917077808795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7038741377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949734,0.00053831056,0.00006867722,0.00030432566,0.000018225075,0.000032743716,0.0030456346,0.0000037557736,0.0010147938],"genre_scores_gemma":[0.99519324,0.00064133154,0.0002249514,0.00014557427,0.000008293318,0.000049517254,0.001912747,0.0000066829743,0.0018176779],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99920076,0.00011266393,0.000039894465,0.0001478656,0.00020203473,0.0002967934],"domain_scores_gemma":[0.9966113,0.00023387252,0.00044385437,0.00013708437,0.00173305,0.0008408413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011829957,0.00035203464,0.00054566265,0.0013959669,0.0045501357,0.001975841,0.0017893184,0.00083041494,0.0018240467],"category_scores_gemma":[0.0036776285,0.0006814318,0.00062145706,0.0070616184,0.0010083709,0.00077638804,0.0011813297,0.001566354,0.0003299372],"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":[0.00010381469,0.00010777079,0.97772413,0.00004682026,0.00010318277,0.000056659814,0.013613622,0.00007745416,0.00014541713,0.00020077363,0.0023682595,0.0054521337],"study_design_scores_gemma":[0.0000026029722,0.00001411648,0.9913077,0.000023064342,0.000014532563,0.000014893136,0.00763251,0.000051384577,0.000014944767,0.000011189517,0.0009008724,0.000012313071],"about_ca_topic_score_codex":0.9917957,"about_ca_topic_score_gemma":0.99699867,"teacher_disagreement_score":0.01510646,"about_ca_system_score_codex":0.01510646,"about_ca_system_score_gemma":0.019437285,"threshold_uncertainty_score":0.10960555},"labels":[],"label_agreement":null},{"id":"W7042557463","doi":"","title":"Réduire les gaz à effet de serre émis durant la production du béton","year":2011,"lang":"fr","type":"article","venue":"NPARC","topic":"Innovations in Concrete and Construction Materials","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":"Production (economics); Greenhouse gas; Greenhouse; Yield (engineering)","score_opus":0.018386977636932134,"score_gpt":0.20770349463101276,"score_spread":0.1893165169940806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7042557463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90048826,0.0019523235,0.0037421868,0.008118948,0.0011037826,0.00013722609,0.00063367496,0.00069339783,0.08313029],"genre_scores_gemma":[0.881703,0.000943327,0.0074780565,0.0015464055,0.000082342995,0.00006378637,0.00035887826,0.00015847707,0.10766582],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948776,0.00012019339,0.000018738489,0.00006339149,0.0002171079,0.0000928632],"domain_scores_gemma":[0.9987801,0.00059884344,0.00013540775,0.00005831312,0.00029238116,0.0001349465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007790657,0.0004275257,0.00026752794,0.00041676773,0.00086487306,0.001126802,0.00054297363,0.001738414,0.0226664],"category_scores_gemma":[0.0031100905,0.00019026977,0.00040822403,0.00035074624,0.00041136838,0.0004972061,0.0006141473,0.0011172066,0.0019682746],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0133836325,0.0031886122,0.027093343,0.0018474724,0.00028451992,0.0020936262,0.0041296957,0.009043857,0.516116,0.008663187,0.02937939,0.3847767],"study_design_scores_gemma":[0.000804963,0.007888388,0.36151576,0.00071231555,0.0005759794,0.0004802484,0.0075342283,0.0066362126,0.28417793,0.0036047979,0.32586786,0.0002013133],"about_ca_topic_score_codex":0.023864418,"about_ca_topic_score_gemma":0.05369103,"teacher_disagreement_score":0.023864418,"about_ca_system_score_codex":0.0013876747,"about_ca_system_score_gemma":0.0012369886,"threshold_uncertainty_score":0.075826645},"labels":[],"label_agreement":null},{"id":"W7045345348","doi":"","title":"Acceleration of the rate of the strength development for concrete mixes containing 30% replacement of portland cement by fly ash","year":2003,"lang":"en","type":"article","venue":"NPARC","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"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":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Portland cement; Fly ash; Cement; Compressive strength; Mortar; Acceleration","score_opus":0.014011756970814686,"score_gpt":0.21940808492282682,"score_spread":0.20539632795201213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7045345348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99648905,0.00021828969,0.0022531769,0.000010573688,0.000004923594,0.000032132542,0.0000663041,0.00005439866,0.00087123807],"genre_scores_gemma":[0.995902,0.00016968657,0.002598177,0.000004902304,0.0000011572433,0.000015632324,0.00011133867,0.000011638303,0.001185384],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998196,0.000029430847,0.000017546163,0.000028065228,0.00007797614,0.000027493275],"domain_scores_gemma":[0.999688,0.000058746817,0.00011653066,0.00003138717,0.000052352603,0.000052975276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035997987,0.00032072148,0.0001845326,0.00026934507,0.00009526445,0.00018902693,0.00019065148,0.00017928593,0.0015638362],"category_scores_gemma":[0.00039219487,0.00019315055,0.00022312813,0.00018314886,0.0002211478,0.00025097685,0.00017927242,0.0003683889,0.0003116392],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008157769,0.0000246006,0.0007408985,0.000019696516,0.0000034235932,0.000023228738,0.000010731588,0.0002529031,0.99746263,0.000034222598,0.0000051638795,0.0013408321],"study_design_scores_gemma":[0.000003694411,0.00036232953,0.0035862946,0.000001884358,0.0000075258968,0.000049630624,0.000005216761,0.0006891595,0.9949522,0.000011066034,0.00032834968,0.0000026880232],"about_ca_topic_score_codex":0.000667477,"about_ca_topic_score_gemma":0.0016916767,"teacher_disagreement_score":0.0015638362,"about_ca_system_score_codex":0.00022837707,"about_ca_system_score_gemma":0.00030258947,"threshold_uncertainty_score":0.005231619},"labels":[],"label_agreement":null},{"id":"W7066672233","doi":"","title":"IRC seeks concrete solution for corrosion","year":2002,"lang":"en","type":"article","venue":"NPARC","topic":"Innovations in Concrete and Construction Materials","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":"","score_opus":0.020676652866090547,"score_gpt":0.21443036785778608,"score_spread":0.19375371499169552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7066672233","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032533415,0.001552156,0.0070417067,0.01916809,0.0070910496,0.0005525999,0.0003205501,0.0013383115,0.93040204],"genre_scores_gemma":[0.08649026,0.0007898338,0.0043837307,0.0023800598,0.0018485099,0.000080586244,0.00026720838,0.0002685478,0.90349126],"study_design_codex":"not_applicable","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9969137,0.0002844268,0.00008538999,0.00026858354,0.002085744,0.00036202648],"domain_scores_gemma":[0.9912378,0.0003550239,0.00028620983,0.0005433472,0.006728929,0.0008486975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017151803,0.00039604775,0.00063300086,0.001696542,0.0029259834,0.002878778,0.0010477493,0.0029543275,0.13843933],"category_scores_gemma":[0.0055408217,0.00024240011,0.00046779422,0.0006867157,0.0009266528,0.0011065734,0.0013475182,0.0016943404,0.05736159],"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":[0.00019095256,0.0002963497,0.003738272,0.0007117729,0.000033141594,0.0015303962,0.0008769806,0.00059456506,0.03408732,0.059285432,0.62770665,0.27094808],"study_design_scores_gemma":[0.000034887835,0.00014935351,0.002609421,0.00007645171,0.00002252977,0.00075545564,0.00048323208,0.0008418969,0.012785335,0.0032906441,0.97892135,0.000029332896],"about_ca_topic_score_codex":0.0019598913,"about_ca_topic_score_gemma":0.008095683,"teacher_disagreement_score":0.13843933,"about_ca_system_score_codex":0.0013751973,"about_ca_system_score_gemma":0.0044711786,"threshold_uncertainty_score":0.4631257},"labels":[],"label_agreement":null},{"id":"W7071281743","doi":"","title":"Revisiting a traditional brick: a modern approach to an age old material","year":2020,"lang":"en","type":"dissertation","venue":"Lu Zone Ul (Laurentian University)","topic":"Innovations in Concrete and Construction Materials","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":"Brick; 3D printing; Excavator; Construct (python library); Domain (mathematical analysis); Block (permutation group theory); Shell (structure)","score_opus":0.01732849112540729,"score_gpt":0.19544459834346542,"score_spread":0.17811610721805812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7071281743","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061515853,0.034669556,0.11778508,0.03739028,0.0056946585,0.000105988576,0.00016573515,0.0002735392,0.7423993],"genre_scores_gemma":[0.5852047,0.028424732,0.07248165,0.007478413,0.0020775232,0.00021071163,0.00016316972,0.00054382725,0.3034153],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987478,0.0004544358,0.000051892774,0.00024581974,0.00037084837,0.00012910587],"domain_scores_gemma":[0.99927,0.00028340213,0.00006787919,0.00015115672,0.00016723675,0.000060315742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001520038,0.0005402963,0.00029009086,0.0016023864,0.003233336,0.005579658,0.0016949002,0.0017901856,0.008280967],"category_scores_gemma":[0.0013746658,0.00027352368,0.0003367905,0.00094742945,0.023330085,0.008585786,0.0027947898,0.0031341638,0.0015052438],"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":[0.000012516546,0.000013606005,0.00021680478,0.00011176855,0.0000028586069,0.00015221714,0.009888051,0.00036895182,0.000531673,0.9665866,0.0050830566,0.017031897],"study_design_scores_gemma":[0.000003858254,0.000043487526,0.00048920437,0.0002993258,0.000004884957,0.00049025565,0.007867446,0.0008239498,0.00074322475,0.1700297,0.8191816,0.000023100807],"about_ca_topic_score_codex":0.00408582,"about_ca_topic_score_gemma":0.010020664,"teacher_disagreement_score":0.008280967,"about_ca_system_score_codex":0.0040774466,"about_ca_system_score_gemma":0.0015981535,"threshold_uncertainty_score":0.02958411},"labels":[],"label_agreement":null},{"id":"W7116170676","doi":"10.29121/shodhkosh.v6.i2s.2025.6686","title":"AI-POWERED ROBOTIC FABRICATION OF SCULPTURES USING MULTI-MATERIAL 3D PRINTING","year":2025,"lang":"","type":"article","venue":"ShodhKosh Journal of Visual and Performing Arts","topic":"Innovations in Concrete and Construction Materials","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":"Artificial Intelligence in Medicine (Canada)","funders":"","keywords":"Process (computing); Automation; 3D printing; Robot; Biofabrication; Sculpture; Generative Design; Population; Robotics","score_opus":0.025453085223067544,"score_gpt":0.32647660860710737,"score_spread":0.3010235233840398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116170676","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.109829195,0.0006033542,0.8670158,0.00023662833,0.00017433241,0.00011035388,0.000092601724,0.0023556591,0.019582178],"genre_scores_gemma":[0.6528032,0.00038490727,0.3399289,0.00010742967,0.00002976763,0.00008040105,0.0000790935,0.00010587029,0.006480451],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997762,0.00002249615,0.000012212109,0.00004708298,0.00012132459,0.000020734844],"domain_scores_gemma":[0.9997676,0.00006693251,0.00003122784,0.00008886919,0.00002641516,0.000018975536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002455628,0.00037825617,0.0003330396,0.0004441193,0.00038255204,0.00077970745,0.0008080509,0.0005644248,0.0024530478],"category_scores_gemma":[0.00036779602,0.00029250677,0.000787717,0.00032288008,0.0006753162,0.0007334299,0.0008893437,0.0005712038,0.00053199526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014536244,0.0001452103,0.0012106014,0.00043324017,0.0000968125,0.00085659546,0.000359723,0.17095625,0.59134275,0.022363074,0.0018131316,0.21027727],"study_design_scores_gemma":[0.000029462999,0.00031957898,0.002333807,0.000044348566,0.000050143306,0.0008402226,0.00009162083,0.67650205,0.28289914,0.010946704,0.02584822,0.0000947485],"about_ca_topic_score_codex":0.00039975214,"about_ca_topic_score_gemma":0.0006310546,"teacher_disagreement_score":0.0024530478,"about_ca_system_score_codex":0.00033776925,"about_ca_system_score_gemma":0.0003151832,"threshold_uncertainty_score":0.008206308},"labels":[],"label_agreement":null},{"id":"W7117460599","doi":"10.1108/ecam-04-2025-0550","title":"Human-centered design and development framework for autonomous inspection robot systems in Lean Construction 4.0","year":2025,"lang":"en","type":"article","venue":"Engineering Construction & Architectural Management","topic":"Innovations in Concrete and Construction Materials","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 Alberta","funders":"","keywords":"Agile software development; Robot; Adaptability; Value stream mapping; Hazardous waste; Agile manufacturing; Lean manufacturing","score_opus":0.016419867177959988,"score_gpt":0.2393217064278438,"score_spread":0.22290183924988383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117460599","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003959129,0.00025051727,0.984412,0.0005377529,0.00003430367,0.00056696334,0.000034593166,0.00045462037,0.00975007],"genre_scores_gemma":[0.06809963,0.00034478094,0.9259862,0.00015742992,0.000015117516,0.0010781913,0.000100148645,0.000071594375,0.0041469247],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961695,0.0018238146,0.00021951504,0.00035412615,0.0011858556,0.00024711806],"domain_scores_gemma":[0.9980818,0.00080222933,0.0002047739,0.00015314524,0.00055586564,0.00020213437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005469858,0.0009933587,0.00034783158,0.0015680991,0.0010846783,0.0034655754,0.0020347356,0.0014934893,0.0031780272],"category_scores_gemma":[0.0029169105,0.0005503081,0.0009529055,0.00059879065,0.0032272928,0.001380667,0.0026769254,0.0013917855,0.00089146727],"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":[0.00011781118,0.00037505536,0.0023775713,0.0014469087,0.00008017561,0.001253825,0.008477278,0.1497459,0.018594606,0.64638627,0.004809734,0.16633482],"study_design_scores_gemma":[0.00019937217,0.0007565001,0.0017434226,0.0017351215,0.00013341107,0.0011151553,0.0030906412,0.41680154,0.017104767,0.23016435,0.3269851,0.00017058614],"about_ca_topic_score_codex":0.0057507213,"about_ca_topic_score_gemma":0.0061424915,"teacher_disagreement_score":0.0057507213,"about_ca_system_score_codex":0.0026500355,"about_ca_system_score_gemma":0.008507786,"threshold_uncertainty_score":0.028927743},"labels":[],"label_agreement":null},{"id":"W7117648856","doi":"10.1016/j.jobe.2025.115125","title":"Influence of mixture parameters and material properties on the flow behavior of low-carbon self-consolidating concrete using explainable machine learning","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":0,"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; Université de Sherbrooke","keywords":"Interpretability; Superplasticizer; Aggregate (composite); Flow (mathematics); Genetic programming; Genetic algorithm; Nonlinear system; Flow properties","score_opus":0.007550297163866508,"score_gpt":0.2015230342180484,"score_spread":0.1939727370541819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117648856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98656243,0.00006004175,0.012833955,0.000029958228,0.00000615707,0.00000680798,0.000027072825,0.000110085835,0.0003634886],"genre_scores_gemma":[0.99885654,0.000013860019,0.0010172421,0.0000017577364,7.287106e-7,0.0000024770568,0.00002622225,0.000006556119,0.00007471363],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991643,0.000022871933,0.0000065088097,0.000023371178,0.000017135615,0.000013591216],"domain_scores_gemma":[0.999138,0.0006670871,0.00007498999,0.000034520453,0.000063640146,0.000021676682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044319988,0.00039872763,0.0002647972,0.00043772062,0.0001935242,0.0004203239,0.00026532818,0.00044215232,0.0006803378],"category_scores_gemma":[0.0017101836,0.00018256564,0.00033842196,0.00017712,0.0003171503,0.00063163525,0.00020409278,0.0003413131,0.000062216044],"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":[0.0008263111,0.00023444902,0.01424424,0.00007626486,0.000060881164,0.00011545351,0.00007151259,0.89359313,0.06567616,0.0007979473,0.00010520185,0.024198608],"study_design_scores_gemma":[0.0000049589476,0.00003149871,0.0020736044,0.0000012180271,0.000011312877,0.0000047619837,0.0000054668053,0.987182,0.010559832,0.00009775323,0.000022341788,0.000005166443],"about_ca_topic_score_codex":0.0036644833,"about_ca_topic_score_gemma":0.0029745065,"teacher_disagreement_score":0.0036644833,"about_ca_system_score_codex":0.0003194776,"about_ca_system_score_gemma":0.00024294337,"threshold_uncertainty_score":0.00728631},"labels":[],"label_agreement":null},{"id":"W7125517016","doi":"10.1002/cepa.70041","title":"Experimental study of stainless steel angle sections 3D‐printed by wire‐laser additive manufacturing (WLAM)","year":2025,"lang":"en","type":"article","venue":"ce/papers","topic":"Innovations in Concrete and Construction Materials","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":"Eurocode; Stub (electronics); Strain hardening exponent; Material properties; Hardening (computing); Indentation hardness","score_opus":0.006654735087543538,"score_gpt":0.230103852410067,"score_spread":0.22344911732252346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125517016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951881,0.00005521761,0.003676264,0.000005146643,0.000010924795,0.000027532618,0.0001195463,0.00007536031,0.00084187003],"genre_scores_gemma":[0.9950477,0.00004276945,0.0033838714,0.0000064629994,0.000003641791,0.00002162363,0.000057540674,0.00001362441,0.0014228646],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994893,0.000050529867,0.000032469154,0.000095964126,0.0002785798,0.00005304603],"domain_scores_gemma":[0.9989355,0.00031282127,0.00020432145,0.0002487079,0.00023020002,0.00006838464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032423798,0.00039166637,0.00023586131,0.0004324035,0.00019896028,0.00018648822,0.0004311409,0.0005502124,0.0031380637],"category_scores_gemma":[0.00050700404,0.0002307288,0.00028494847,0.00029636963,0.00031934696,0.00020752939,0.00027832083,0.00030158,0.0005209903],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017544228,0.00014420318,0.0009336287,0.00009095154,0.000010824949,0.00018842505,0.000093414434,0.006086169,0.98377347,0.00008842935,0.000052181476,0.008362855],"study_design_scores_gemma":[0.000014783339,0.0023378688,0.008497089,0.0000060632988,0.0000138218875,0.00010947228,0.000059181817,0.0040645776,0.98405486,0.000031787447,0.00079751504,0.000012955245],"about_ca_topic_score_codex":0.00033553978,"about_ca_topic_score_gemma":0.00086819485,"teacher_disagreement_score":0.0031380637,"about_ca_system_score_codex":0.00018241165,"about_ca_system_score_gemma":0.00014940156,"threshold_uncertainty_score":0.010497868},"labels":[],"label_agreement":null},{"id":"W7126205993","doi":"10.62051/595x4d62","title":"Exploring the Development Status and Prospects of 3D Printed Construction Technology","year":2025,"lang":"","type":"article","venue":"Transactions on Engineering and Technology Research","topic":"Innovations in Concrete and Construction Materials","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":"Ontario College of Art and Design","funders":"","keywords":"Standardization; Milestone; Architecture; Resource (disambiguation); Construction industry; 3d printed","score_opus":0.03758048726230203,"score_gpt":0.28073650917115245,"score_spread":0.2431560219088504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7126205993","genre_codex":"other","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2665498,0.075459905,0.037021484,0.01742218,0.00050050317,0.00012739439,0.00024906386,0.00012688733,0.60254276],"genre_scores_gemma":[0.87611204,0.07351007,0.022409067,0.00094551936,0.00013202049,0.000074366064,0.00016086493,0.00004320341,0.026612896],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.998765,0.00034885557,0.000060217913,0.0001002691,0.00060039066,0.00012521776],"domain_scores_gemma":[0.9985328,0.00080836995,0.00014183999,0.00010425702,0.00033440834,0.000078327605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014943029,0.00022132118,0.00012907898,0.0016881091,0.0009724258,0.0058073094,0.00062645326,0.0012756451,0.004851999],"category_scores_gemma":[0.0021684542,0.0001918214,0.000349091,0.002552188,0.002229884,0.0055738958,0.0012766024,0.00085703016,0.00082957296],"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":[0.000063101135,0.00012809233,0.007436971,0.0011229839,0.000012686028,0.0018594466,0.006388835,0.0026182057,0.008436178,0.6617069,0.004133235,0.3060933],"study_design_scores_gemma":[0.000010546249,0.00037689687,0.017242713,0.0029524846,0.000037722824,0.004472262,0.026096875,0.009173158,0.017971102,0.10288769,0.81867343,0.00010504747],"about_ca_topic_score_codex":0.0015341319,"about_ca_topic_score_gemma":0.0021715777,"teacher_disagreement_score":0.0058073094,"about_ca_system_score_codex":0.0024055142,"about_ca_system_score_gemma":0.0024621263,"threshold_uncertainty_score":0.017453253},"labels":[],"label_agreement":null},{"id":"W7128024825","doi":"10.22260/crc-csce-2025/0162","title":"A Lean-Based Approach to Streamline Production and Reduce Waste in Precast Concrete Panel Manufacturing","year":2025,"lang":"","type":"article","venue":"","topic":"Innovations in Concrete and Construction Materials","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; Production (economics); Production line; Production planning","score_opus":0.024083516811289125,"score_gpt":0.24247755602924204,"score_spread":0.21839403921795292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7128024825","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062296808,0.00017505762,0.9218136,0.0004561867,0.000030563406,0.0003124885,0.00009619941,0.0009262473,0.013892902],"genre_scores_gemma":[0.26866645,0.00022068154,0.72581214,0.0001635864,0.000007827825,0.0002474437,0.00017477338,0.0001181061,0.0045889644],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99619246,0.0013957428,0.00013647052,0.00025601042,0.0017866638,0.00023269432],"domain_scores_gemma":[0.9977584,0.00094899314,0.0002876029,0.00028357314,0.0006080818,0.00011333966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004327601,0.00072988233,0.00032956214,0.002039836,0.0011660119,0.002427958,0.0016182277,0.0006618775,0.0018711362],"category_scores_gemma":[0.0037698594,0.0005092218,0.0005604396,0.0015773342,0.0015243399,0.0013032642,0.0019159293,0.0007999727,0.00038021445],"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":[0.00038453945,0.0010224525,0.0108867185,0.0009476257,0.0001300846,0.0010226825,0.0042865966,0.29453272,0.049663294,0.06670411,0.0040893396,0.56632996],"study_design_scores_gemma":[0.00015932866,0.0015114817,0.011034055,0.0006791973,0.0001619668,0.0008464258,0.0056605046,0.70407575,0.11192013,0.08586697,0.077914916,0.0001692771],"about_ca_topic_score_codex":0.0051618586,"about_ca_topic_score_gemma":0.015191309,"teacher_disagreement_score":0.0051618586,"about_ca_system_score_codex":0.0026966059,"about_ca_system_score_gemma":0.006619907,"threshold_uncertainty_score":0.022886813},"labels":[],"label_agreement":null},{"id":"W7132885293","doi":"","title":"Evaluation of two automated methods for determination of the air void system parameters of hardened concrete","year":2006,"lang":"","type":"dissertation","venue":"TSpace","topic":"Innovations in Concrete and Construction Materials","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":"Scanner; Void (composites); Automated method; Test method; National standard; Automation; Digital image analysis","score_opus":0.03622411081467979,"score_gpt":0.40504679628039225,"score_spread":0.36882268546571245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132885293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7321096,0.0021789789,0.25842494,0.00008457831,0.00023243236,0.000642929,0.00075061223,0.0012777065,0.00429814],"genre_scores_gemma":[0.7342009,0.0009748901,0.25851738,0.00007426668,0.00007520671,0.00074843067,0.0010225489,0.00017262352,0.0042137224],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9917157,0.0010555121,0.00039909157,0.0011615683,0.005433324,0.00023471007],"domain_scores_gemma":[0.9889271,0.0030244226,0.0017486772,0.0010886826,0.005013158,0.00019795474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032574772,0.00089841516,0.00069572555,0.0030782686,0.00051152945,0.0008493253,0.0017124164,0.001055286,0.0017444628],"category_scores_gemma":[0.0068442477,0.00047464814,0.0005569344,0.0013708697,0.00057343376,0.0009470666,0.0009034033,0.0005030164,0.0006206725],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013069151,0.0009518084,0.031307407,0.00097542774,0.00023105489,0.00019117055,0.00079755194,0.0056068245,0.65635973,0.0011941802,0.0010643628,0.30001357],"study_design_scores_gemma":[0.00015463676,0.0029618565,0.067483716,0.00006354444,0.0002583627,0.0007982379,0.00031415556,0.03379411,0.8885618,0.00038715953,0.005037053,0.00018536247],"about_ca_topic_score_codex":0.0013886912,"about_ca_topic_score_gemma":0.0030078813,"teacher_disagreement_score":0.0032574772,"about_ca_system_score_codex":0.00081455946,"about_ca_system_score_gemma":0.00085524115,"threshold_uncertainty_score":0.017227411},"labels":[],"label_agreement":null},{"id":"W7146582421","doi":"","title":"建設における自動化とロボティクスに関する国際会議(ISARC2025)への参加報告--42nd International Symposium on Automation and Robotics in Construction (2025年度 大学院生研究成果国際発信)","year":2025,"lang":"ja","type":"article","venue":"Institutional Repositories DataBase (IRDB)","topic":"Innovations in Concrete and Construction Materials","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":"Robotics; Automation; Process (computing); Presentation (obstetrics); Greedy algorithm; Robot","score_opus":0.00913809229598622,"score_gpt":0.2492250049086462,"score_spread":0.24008691261266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7146582421","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20777346,0.021936523,0.60662603,0.008911009,0.0025780653,0.00086316996,0.0050153956,0.0054121246,0.1408842],"genre_scores_gemma":[0.4750858,0.0107312,0.4512045,0.0013606113,0.00081658125,0.00050321885,0.012301875,0.00053531973,0.047460906],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9957124,0.0008384046,0.00041406482,0.00074979995,0.0020358628,0.00024953307],"domain_scores_gemma":[0.99406165,0.0014226915,0.000490595,0.0010455695,0.0026756462,0.00030385747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006086253,0.00056495576,0.0006038115,0.0019312403,0.0012601983,0.004249939,0.00087937916,0.0008129865,0.006721162],"category_scores_gemma":[0.0062263003,0.0006172948,0.0005690191,0.002442054,0.0019276702,0.0029179535,0.0013755687,0.0011320334,0.005553495],"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":[0.0006730557,0.00023933356,0.010493579,0.0005522073,0.0000838132,0.00062683626,0.00086337456,0.0052525396,0.031826936,0.039961748,0.06577797,0.8436486],"study_design_scores_gemma":[0.00015057059,0.0006774895,0.023344649,0.00050722196,0.00021534308,0.0035319126,0.0019167729,0.0405098,0.11025568,0.05008326,0.7685563,0.00025112825],"about_ca_topic_score_codex":0.0065935496,"about_ca_topic_score_gemma":0.008404616,"teacher_disagreement_score":0.006721162,"about_ca_system_score_codex":0.0014318369,"about_ca_system_score_gemma":0.0031059464,"threshold_uncertainty_score":0.03218758},"labels":[],"label_agreement":null},{"id":"W7149880878","doi":"","title":"Innovators’ triumph","year":2013,"lang":"ru","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Innovations in Concrete and Construction Materials","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":"Brandon University","funders":"","keywords":"Nomination; Competitor analysis; Exhibition; Competition (biology); Event (particle physics); Front (military)","score_opus":0.18775415906678328,"score_gpt":0.5089575963287539,"score_spread":0.32120343726197065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7149880878","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019704605,0.02344933,0.004767228,0.56999856,0.07124474,0.00020529731,0.00039857117,0.0005336726,0.30969805],"genre_scores_gemma":[0.16764484,0.013113346,0.004136146,0.19296151,0.026421892,0.00048545643,0.00034081025,0.00067753205,0.59421855],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9872564,0.0027630373,0.00045967888,0.0022132033,0.0048286375,0.002479037],"domain_scores_gemma":[0.9821385,0.0045061302,0.0008924567,0.001025834,0.0030315341,0.008405463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.016531665,0.0012694304,0.00081148616,0.0024408218,0.0062823663,0.01723524,0.0019606787,0.009212799,0.051705893],"category_scores_gemma":[0.017346006,0.00056904374,0.001079919,0.001775285,0.007938674,0.013333239,0.015225003,0.014266596,0.011453628],"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":[0.00010067699,0.00008898468,0.0006463823,0.00035333837,0.000016362454,0.00022653912,0.003788317,0.000078475394,0.0009799583,0.2641916,0.65823406,0.07129528],"study_design_scores_gemma":[0.000011403375,0.000060553935,0.00041564865,0.00007962482,0.0000025922616,0.00008203792,0.0010357706,0.000056785866,0.00018856318,0.006331322,0.99172616,0.000009608146],"about_ca_topic_score_codex":0.00075057213,"about_ca_topic_score_gemma":0.0019561648,"teacher_disagreement_score":0.051705893,"about_ca_system_score_codex":0.0059354566,"about_ca_system_score_gemma":0.005938217,"threshold_uncertainty_score":0.17297345},"labels":[],"label_agreement":null},{"id":"W85709649","doi":"10.1016/b978-081551487-9.50006-2","title":"Introduction to Concrete Admixtures","year":2002,"lang":"fr","type":"book-chapter","venue":"Elsevier eBooks","topic":"Innovations in Concrete and Construction Materials","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":"National Research Council Canada","funders":"","keywords":"Cement; Materials science; Superplasticizer; Air entrainment; Mixing (physics); Grinding; Composite material; Properties of concrete; Water reducer","score_opus":0.013845645681224235,"score_gpt":0.22123006464124004,"score_spread":0.2073844189600158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W85709649","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0014012819,0.012737833,0.03122072,0.00083939126,0.0014005378,0.000046484005,0.00018634503,0.00037361408,0.9517938],"genre_scores_gemma":[0.008667845,0.008177204,0.011807852,0.00021308831,0.00031571856,0.000030304285,0.00016849714,0.0001929143,0.97042656],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998404,0.000017260234,0.000009339478,0.000032960226,0.00008600407,0.000014000816],"domain_scores_gemma":[0.9998882,0.000036458187,0.00000426349,0.000019210394,0.000042633368,0.0000091359725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020735593,0.0009831492,0.0004126057,0.0012724155,0.000881552,0.0013607636,0.00061904255,0.0010326816,0.106104895],"category_scores_gemma":[0.00047631198,0.0004353126,0.00041127528,0.0012425694,0.0007668487,0.0015893045,0.00090279494,0.0015565213,0.028631179],"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":[0.000019655132,0.00005237871,0.00007991256,0.00032811804,0.0000045172023,0.00017987985,0.0004133474,0.0015205238,0.0022268053,0.3517916,0.15572387,0.48765936],"study_design_scores_gemma":[0.0000014355945,0.00000982443,0.000077932695,0.00007153034,0.0000014961286,0.00012309765,0.000029378649,0.00018419272,0.00030425697,0.015811043,0.98338205,0.0000037372106],"about_ca_topic_score_codex":0.0017390281,"about_ca_topic_score_gemma":0.003997509,"teacher_disagreement_score":0.106104895,"about_ca_system_score_codex":0.0007200945,"about_ca_system_score_gemma":0.00050797587,"threshold_uncertainty_score":0.3549562},"labels":[],"label_agreement":null},{"id":"W932779969","doi":"10.11239/jsmbe.52.o-98","title":"Examintion of the transcutaneous transmission system with the internal energy storage system for artificial organs using shape memory alloy fiber","year":2014,"lang":"en","type":"article","venue":"Seitai ikougaku/Seitai ikogaku","topic":"Innovations in Concrete and Construction Materials","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":"Shape-memory alloy; Fiber; Transmission (telecommunications); Materials science; Energy storage; Computer data storage; Alloy; Transmission system; Computer science; Biomedical engineering; Composite material; Computer hardware; Medicine; Telecommunications; Physics","score_opus":0.008967287541237408,"score_gpt":0.19031239223630245,"score_spread":0.18134510469506504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W932779969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9668591,0.00057086255,0.028911043,0.00012325247,0.000037630263,0.000029485309,0.0000465313,0.00014488077,0.0032772736],"genre_scores_gemma":[0.98958,0.00026874978,0.007725694,0.000033486744,0.00001411862,0.000011197801,0.000031052212,0.000019137357,0.002316592],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999343,0.0000062338613,0.00000390175,0.000018214634,0.0000253446,0.0000119625265],"domain_scores_gemma":[0.9999306,0.000017558423,0.000013683581,0.00001387053,0.000015623162,0.000008638945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016596298,0.00022940694,0.00011371275,0.00020833591,0.0002824727,0.00015373806,0.0002924574,0.00031000728,0.0019560133],"category_scores_gemma":[0.00016766808,0.0001344868,0.00030160072,0.000105226485,0.00028070164,0.0006840067,0.00015513466,0.00015644844,0.0001888088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002664395,0.000039954284,0.0024770354,0.00008239251,0.000016001517,0.00069361075,0.00009752632,0.000596766,0.97945124,0.000789267,0.0001484009,0.015341435],"study_design_scores_gemma":[0.000042940563,0.0012787523,0.021490477,0.000019432899,0.0001395886,0.0047539216,0.00015696808,0.014514871,0.95126927,0.0004696794,0.0058266236,0.000037475937],"about_ca_topic_score_codex":0.0006201607,"about_ca_topic_score_gemma":0.00057961175,"teacher_disagreement_score":0.0019560133,"about_ca_system_score_codex":0.00018034516,"about_ca_system_score_gemma":0.00021453541,"threshold_uncertainty_score":0.006543517},"labels":[],"label_agreement":null}]}