{"meta":{"query_hash":"5fbb9c3b18a7","filters":{"topic":"Innovative concrete reinforcement materials"},"cohort_total":741,"direct_labels_cover":1,"predictions_cover":741,"exported":741,"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/5fbb9c3b18a7","api":"https://metacan.xera.ac/api/v1/cohort?topic=Innovative+concrete+reinforcement+materials"},"results":[{"id":"W1244222297","doi":"10.1016/j.engstruct.2015.07.012","title":"Exploratory study of ultra-high performance fiber reinforced concrete tunnel lining segments with varying steel fiber lengths and dosages","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Cracking; Fiber-reinforced concrete; Structural engineering; Composite material; Precast concrete; Flexural strength; Bending; Fiber; Engineering","score_opus":0.014309088874668745,"score_gpt":0.21197102069425786,"score_spread":0.1976619318195891,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1244222297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99951065,0.0000058963046,0.00033547005,0.0000016029827,7.7133933e-7,0.000004269487,0.000013642281,0.000007147209,0.00012052937],"genre_scores_gemma":[0.9990483,0.000009364834,0.0004906528,0.000001312604,7.49806e-7,0.00000509133,0.000018319724,0.0000032033229,0.00042302135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983275,0.000027015296,0.000005587238,0.000034671,0.000060634695,0.000039228154],"domain_scores_gemma":[0.99945396,0.00014935026,0.00011886829,0.000052533975,0.00015765657,0.00006758458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000333507,0.0003231061,0.0003446366,0.00025706942,0.0004671877,0.00018372413,0.00048000796,0.00054081465,0.0010279318],"category_scores_gemma":[0.0004373023,0.00020749873,0.0003394527,0.00023272587,0.00043349163,0.00033183937,0.00021745649,0.00026942213,0.00017585655],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008269663,0.0004257383,0.0049141366,0.0000911324,0.000013666959,0.00029194786,0.0004463836,0.009782676,0.97983354,0.00016495495,0.00005689496,0.0031519579],"study_design_scores_gemma":[0.00007297981,0.013060232,0.06253184,0.0000154525,0.000093711955,0.00034737555,0.0012916891,0.04026821,0.88113797,0.00010341824,0.0010371726,0.000039936014],"about_ca_topic_score_codex":0.0011500919,"about_ca_topic_score_gemma":0.002123255,"teacher_disagreement_score":0.0011500919,"about_ca_system_score_codex":0.00020140434,"about_ca_system_score_gemma":0.0003036715,"threshold_uncertainty_score":0.0034388304},"labels":[],"label_agreement":null},{"id":"W1414574220","doi":"10.3151/jact.13.393","title":"Prediction of Drying Shrinkage Cracking of Eco-efficient Steel Chip Reinforced Cementitious Composite Considering Tensile Creep","year":2015,"lang":"en","type":"article","venue":"Journal of Advanced Concrete Technology","topic":"Innovative concrete reinforcement 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":"Nexen (Canada)","funders":"","keywords":"Shrinkage; Materials science; Composite material; Creep; Cracking; Composite number; Mortar; Ultimate tensile strength; Flexural strength; Bond strength; Structural engineering; Adhesive; Layer (electronics)","score_opus":0.020208072644173843,"score_gpt":0.23398905093059413,"score_spread":0.2137809782864203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1414574220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762431,0.00005756033,0.023226196,0.000006334484,0.000002973577,0.000012298118,0.000026513266,0.000093944815,0.00033091876],"genre_scores_gemma":[0.99688077,0.000029568286,0.0028426135,0.0000010773801,9.274552e-7,0.0000045920438,0.000031220094,0.000012430094,0.0001967687],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999267,0.000008565848,0.000003979753,0.000017600722,0.00003177322,0.000011369808],"domain_scores_gemma":[0.9995579,0.00016725973,0.00011065097,0.000028393004,0.00009603279,0.000039686394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023038479,0.00047012034,0.00025677058,0.00044695887,0.0001102951,0.00019603885,0.00023050385,0.0005016221,0.00031798196],"category_scores_gemma":[0.00064419064,0.0003336275,0.00035423468,0.0001100093,0.00015388972,0.00026121075,0.00012721505,0.00020968007,0.00013248454],"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":[0.00017816138,0.00009242196,0.027399063,0.000095312644,0.000020281333,0.00031163672,0.000070126756,0.6683444,0.28513888,0.00016629434,0.000078169855,0.018105224],"study_design_scores_gemma":[0.0000043695763,0.000085768836,0.011121722,0.0000028765764,0.0000080786995,0.000041804175,0.000013282407,0.9691321,0.019475155,0.0000393998,0.000068014124,0.0000074061386],"about_ca_topic_score_codex":0.0034112222,"about_ca_topic_score_gemma":0.005575479,"teacher_disagreement_score":0.0034112222,"about_ca_system_score_codex":0.0002186824,"about_ca_system_score_gemma":0.00027701282,"threshold_uncertainty_score":0.00678277},"labels":[],"label_agreement":null},{"id":"W1509223038","doi":"10.3390/polym7071299","title":"Structural Performance of Polymer Fiber Reinforced Engineered Cementitious Composites Subjected to Static and Fatigue Flexural Loading","year":2015,"lang":"en","type":"article","venue":"Polymers","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":70,"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; Ministère des Transports","keywords":"Materials science; Fly ash; Composite material; Flexural strength; Cement; Portland cement; Cementitious; Cracking; Strain hardening exponent","score_opus":0.021881349809352992,"score_gpt":0.23593654607046693,"score_spread":0.21405519626111394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1509223038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931216,0.0001672655,0.0002602967,0.000003786276,0.000003340679,0.0000021419653,0.00004886513,0.000011173798,0.00019090701],"genre_scores_gemma":[0.99921393,0.00009196256,0.00019825039,0.000004405299,0.0000012158115,0.0000031819363,0.00008109509,0.0000063164357,0.00039966602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999846,0.000013757946,0.000011092288,0.000028226808,0.00007123592,0.000029675419],"domain_scores_gemma":[0.9996625,0.000077834775,0.00008489042,0.000019639103,0.00009407577,0.000061193394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020566299,0.00036732788,0.00020969746,0.0003883129,0.0001881724,0.00012971788,0.0001461746,0.000300248,0.0009545453],"category_scores_gemma":[0.00027457875,0.00017867156,0.00023892912,0.00018705436,0.0002031099,0.00023925625,0.00014741854,0.0002879869,0.00014332504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012286272,0.000021455906,0.001073219,0.000037073652,0.000009359653,0.000051677704,0.000046800586,0.0007503671,0.9957474,0.000012097549,0.000011966875,0.0021157782],"study_design_scores_gemma":[0.000003366652,0.000989586,0.029010238,0.0000075209664,0.000030003697,0.00014150317,0.00007898086,0.0031013326,0.9661596,0.00001597457,0.00045062043,0.000011335319],"about_ca_topic_score_codex":0.0007580435,"about_ca_topic_score_gemma":0.0026693463,"teacher_disagreement_score":0.0009545453,"about_ca_system_score_codex":0.00012842118,"about_ca_system_score_gemma":0.00010626752,"threshold_uncertainty_score":0.0031932592},"labels":[],"label_agreement":null},{"id":"W152695882","doi":"10.14359/14517","title":"Recent Research Projects to Investigate Mechanical Properties of High-Performance Lightweight Concrete","year":2005,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":0.07946093113626383,"score_gpt":0.27709785396335046,"score_spread":0.19763692282708661,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W152695882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8961309,0.016418697,0.048912127,0.0006137161,0.00033631676,0.00031643955,0.00087318366,0.00025210722,0.036146566],"genre_scores_gemma":[0.95156544,0.0064706556,0.018776402,0.00009610885,0.00007333629,0.00011408834,0.0008515053,0.00005930883,0.021993091],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989936,0.000111651294,0.000033246135,0.00012187983,0.00064930646,0.00009040866],"domain_scores_gemma":[0.99837613,0.00025736314,0.00023177962,0.00015617948,0.0008555951,0.00012302317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019293121,0.0005002164,0.00036171917,0.0012950969,0.0004921153,0.00073302287,0.00048743922,0.00081429374,0.003206951],"category_scores_gemma":[0.0012395504,0.00022264381,0.00061437534,0.0016430011,0.00055133976,0.0010329629,0.00037889736,0.0005263845,0.000802105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043247853,0.00063006557,0.013248845,0.0018406579,0.00013137632,0.00037772005,0.0005894249,0.029274048,0.80183166,0.0058603194,0.0027070658,0.14307639],"study_design_scores_gemma":[0.00006171109,0.006191662,0.10384357,0.00046897403,0.00025350912,0.00072596857,0.0022991085,0.053851675,0.72335255,0.0035298208,0.10524964,0.00017182805],"about_ca_topic_score_codex":0.0021141535,"about_ca_topic_score_gemma":0.0034658748,"teacher_disagreement_score":0.003206951,"about_ca_system_score_codex":0.00069649913,"about_ca_system_score_gemma":0.000695955,"threshold_uncertainty_score":0.0107283},"labels":[],"label_agreement":null},{"id":"W1532023209","doi":"10.3968/4351","title":"Optimal Amount of Flag and Fly Ash in Steel Fiber Reinforced Concrete","year":2013,"lang":"en","type":"article","venue":"Advances in natural science/Advances in natural sciences","topic":"Innovative concrete reinforcement 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":"Fly ash; Compressive strength; Materials science; Portland cement; Fiber; Slag (welding); Composite material; Cement; Metallurgy","score_opus":0.0057126728911867,"score_gpt":0.2612273452223552,"score_spread":0.2555146723311685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1532023209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99590176,0.00083205337,0.0020381345,0.000037559294,0.000016249509,0.000018742583,0.000052455707,0.000038957463,0.001064113],"genre_scores_gemma":[0.996467,0.0004538994,0.002493203,0.000010495332,0.000003897465,0.000009480966,0.000033375894,0.000007541424,0.00052099983],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997255,0.00004210829,0.000026013891,0.00006517098,0.00009148361,0.000049698996],"domain_scores_gemma":[0.99980325,0.000029691559,0.000066406785,0.0000125604165,0.000050039063,0.000038133407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027853376,0.0003774601,0.00025914144,0.0005154472,0.00023924462,0.00044167374,0.000287887,0.0002875641,0.00066274573],"category_scores_gemma":[0.0003828424,0.0002456916,0.00021834364,0.00027647693,0.0002152234,0.0004739081,0.0002282765,0.00019291826,0.00014838134],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007116888,0.00026870103,0.0018623819,0.00029819715,0.000023292256,0.00011801019,0.000038821887,0.0059791715,0.98174864,0.00031292872,0.00007430717,0.008563877],"study_design_scores_gemma":[0.000044335815,0.0011482525,0.0045249965,0.000028799668,0.00012907524,0.00007389623,0.00009320883,0.00861758,0.983652,0.00014928317,0.001518716,0.000019837944],"about_ca_topic_score_codex":0.0015606929,"about_ca_topic_score_gemma":0.0049092965,"teacher_disagreement_score":0.0015606929,"about_ca_system_score_codex":0.00033109044,"about_ca_system_score_gemma":0.00036311342,"threshold_uncertainty_score":0.0031031966},"labels":[],"label_agreement":null},{"id":"W1604561871","doi":"10.1617/s11527-012-9929-8","title":"Recommendations for the repair, the lining or the strengthening of concrete slabs or pavements with bonded cement-based material overlays","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Université Laval","funders":"","keywords":"Overlay; Cement; Quality assurance; Civil engineering; Solid mechanics; Engineering; Forensic engineering; Construction engineering; Materials science; Computer science; Composite material","score_opus":0.03463973035502478,"score_gpt":0.2650080345971031,"score_spread":0.23036830424207833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1604561871","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":[0.0116118295,0.033286784,0.065613426,0.39574006,0.036927886,0.012501832,0.016307546,0.0034346695,0.42457595],"genre_scores_gemma":[0.024960062,0.035635628,0.28463954,0.11127041,0.0058150445,0.011393067,0.008635725,0.0004931113,0.51715744],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99538225,0.00091082737,0.000727238,0.00023223094,0.0020989494,0.0006484234],"domain_scores_gemma":[0.9817935,0.0018820928,0.001408008,0.00056627876,0.011967338,0.0023827658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00563859,0.0019936792,0.0011779004,0.0025702445,0.0015905602,0.0013898934,0.0041031335,0.017967582,0.05016222],"category_scores_gemma":[0.01277847,0.0014870762,0.0034022857,0.0012034997,0.0011382212,0.0022874593,0.0015914601,0.0061737616,0.02150233],"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":[0.00017523687,0.00094630703,0.0018135441,0.0022539236,0.00007525918,0.0008675892,0.0002655543,0.0030102325,0.0063198716,0.0031485816,0.86693555,0.114188336],"study_design_scores_gemma":[0.0004575041,0.00031793653,0.008580044,0.0058015627,0.00030395697,0.0007466014,0.0007184088,0.0008953297,0.0026863671,0.0050735595,0.97425497,0.00016370043],"about_ca_topic_score_codex":0.03331169,"about_ca_topic_score_gemma":0.096535586,"teacher_disagreement_score":0.05016222,"about_ca_system_score_codex":0.0017583467,"about_ca_system_score_gemma":0.01608848,"threshold_uncertainty_score":0.16780937},"labels":[],"label_agreement":null},{"id":"W1605157920","doi":"10.1680/stco.2000.1.1.3","title":"Self-compacting concrete","year":2000,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":333,"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; Civil engineering; Forensic engineering; Construction engineering","score_opus":0.007787427514940842,"score_gpt":0.22088187861229164,"score_spread":0.21309445109735078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1605157920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39025265,0.025358042,0.34614784,0.00046995998,0.00067359314,0.0006460127,0.0019245486,0.0032594139,0.23126793],"genre_scores_gemma":[0.76099974,0.010127544,0.09171749,0.00026521427,0.00013692168,0.00014725626,0.0023091128,0.0001606786,0.1341361],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991258,0.000053695814,0.000055893423,0.00016480009,0.00054310815,0.000056792243],"domain_scores_gemma":[0.999635,0.000034483255,0.00006463675,0.000053806965,0.0001680816,0.00004412886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034141482,0.0003701665,0.00028726077,0.0015349597,0.00039242033,0.0005271997,0.00055719586,0.00039258614,0.0045358795],"category_scores_gemma":[0.0003943654,0.00018705738,0.00028581725,0.0010373984,0.00036710454,0.00074695447,0.0007203302,0.0003934308,0.0014348214],"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":[0.00016210835,0.00022477598,0.004034322,0.0012334358,0.00004063944,0.0007183543,0.0005123893,0.007227846,0.38816977,0.042239346,0.007874256,0.54756284],"study_design_scores_gemma":[0.000026264392,0.00050352473,0.009953898,0.00017115311,0.00006245772,0.002333681,0.0001653612,0.007447655,0.47290987,0.0036972668,0.5026667,0.00006206678],"about_ca_topic_score_codex":0.0011582176,"about_ca_topic_score_gemma":0.0027582848,"teacher_disagreement_score":0.0045358795,"about_ca_system_score_codex":0.00042834238,"about_ca_system_score_gemma":0.0007232578,"threshold_uncertainty_score":0.015174031},"labels":[],"label_agreement":null},{"id":"W1610558547","doi":"10.14359/14531","title":"Innovative Design of Ultra High-Performance Fiber Reinforced Concrete Ribbed Slab: Experimental Validation and Preliminary Detailed Analyses","year":2005,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Environmental protection; Ancient history; History","score_opus":0.031234919103381293,"score_gpt":0.2720392514714241,"score_spread":0.2408043323680428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1610558547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7730933,0.0012101599,0.2105686,0.00014861184,0.00013334698,0.0004099593,0.0006508381,0.0007114746,0.013073715],"genre_scores_gemma":[0.9479348,0.0003359597,0.04663011,0.000015189664,0.0000073877154,0.00011675205,0.00022719566,0.00004443308,0.004688108],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99922526,0.00010557363,0.000027563332,0.000092807466,0.00047614746,0.0000727485],"domain_scores_gemma":[0.99947065,0.000083231316,0.00008964699,0.00006578296,0.0002522303,0.000038562208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010425056,0.00077082886,0.00046183867,0.00078461133,0.00034463362,0.00070860604,0.0008773471,0.00094145053,0.0024795814],"category_scores_gemma":[0.0007811078,0.00029937847,0.00066725054,0.0004236557,0.00037406638,0.0005199388,0.0003870495,0.00036294575,0.00080730236],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005601648,0.00065152044,0.006830087,0.00093985646,0.00006835961,0.00031118307,0.00029600505,0.35151222,0.5523275,0.0022395847,0.0012665902,0.08299694],"study_design_scores_gemma":[0.00009471219,0.003726375,0.025938258,0.00012378235,0.00022182384,0.00031902813,0.00050674006,0.5997404,0.35475725,0.0009270547,0.013540803,0.00010381099],"about_ca_topic_score_codex":0.0019516468,"about_ca_topic_score_gemma":0.004689735,"teacher_disagreement_score":0.0024795814,"about_ca_system_score_codex":0.0006020958,"about_ca_system_score_gemma":0.00083070813,"threshold_uncertainty_score":0.008295059},"labels":[],"label_agreement":null},{"id":"W1773252879","doi":"10.1520/acem20120014","title":"Effect of UV and UV–Ozone Treatment of Polyolefin Fibers on Toughness of Fiber Concrete Composite","year":2013,"lang":"en","type":"article","venue":"Advances in Civil Engineering Materials","topic":"Innovative concrete reinforcement 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":"Concordia University","funders":"","keywords":"Materials science; Polyolefin; Composite material; Flexural strength; Composite number; Toughness; Fiber; Ozone; Contact angle; Ultraviolet; Irradiation; Deformation (meteorology); Layer (electronics); Chemistry","score_opus":0.004149696035607318,"score_gpt":0.2192767884739536,"score_spread":0.21512709243834627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1773252879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998615,0.0005344968,0.00049533276,0.000009871665,0.000012859543,0.000009628947,0.000038641392,0.000017116869,0.00026704444],"genre_scores_gemma":[0.99831307,0.00030199383,0.0006655854,0.000012803191,0.0000056801787,0.000008545177,0.00004984664,0.000008495067,0.0006340116],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980384,0.000026622694,0.00001633575,0.00004581872,0.00005331015,0.00005411373],"domain_scores_gemma":[0.9996381,0.000118702344,0.00008953879,0.00002152241,0.00005260166,0.00007964565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020614182,0.00052590127,0.00030803191,0.00026208535,0.00016745862,0.00019306825,0.00012823212,0.00031157202,0.0013721609],"category_scores_gemma":[0.00023511586,0.00027806754,0.00032803652,0.00014079794,0.00021534019,0.00019977026,0.00012980436,0.00041027105,0.00013846927],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024098386,0.000026969345,0.00036938666,0.000040938492,0.000013862401,0.000032695927,0.000024316187,0.00010821773,0.99828917,0.000007714175,0.000006914942,0.0008389621],"study_design_scores_gemma":[0.0000100504085,0.0009054499,0.009051357,0.0000053497743,0.000038035796,0.00006280302,0.00003751141,0.000388279,0.9892315,0.0000068581444,0.00025524985,0.000007556726],"about_ca_topic_score_codex":0.0010715792,"about_ca_topic_score_gemma":0.001905,"teacher_disagreement_score":0.0013721609,"about_ca_system_score_codex":0.00015370875,"about_ca_system_score_gemma":0.00015875894,"threshold_uncertainty_score":0.0045903325},"labels":[],"label_agreement":null},{"id":"W1850916879","doi":"10.1139/l11-125","title":"Variation of stress – crack opening relationships for tensile cracking of self-consolidating concrete at early ages","year":2012,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Cracking; Self-consolidating concrete; Ultimate tensile strength; Stress (linguistics); Materials science; Variation (astronomy); Geotechnical engineering; Structural engineering; Composite material; Engineering; Compressive strength","score_opus":0.01963384516298851,"score_gpt":0.2119547794793689,"score_spread":0.19232093431638037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1850916879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873227,0.00006886676,0.00077571766,0.0000031018792,9.252339e-7,0.000005055015,0.000086711625,0.000019702844,0.00030762554],"genre_scores_gemma":[0.9990349,0.000033923374,0.00047469442,0.0000021923106,5.1683475e-7,0.000005455806,0.00009076557,0.0000032887328,0.0003543274],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998528,0.000014403885,0.000015600535,0.000044165634,0.000052052343,0.000020977324],"domain_scores_gemma":[0.9992655,0.00027528466,0.00019624986,0.00004214306,0.00017111911,0.00004974539],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003592116,0.0002569692,0.00012868865,0.0006014334,0.00009079209,0.00014823851,0.00020828785,0.0004066948,0.0012092331],"category_scores_gemma":[0.0005179222,0.00018446014,0.00021710224,0.00024660266,0.00020100168,0.00023351137,0.00013816012,0.00033525392,0.00021697559],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003299279,0.00007769813,0.06065704,0.00008085863,0.000024299266,0.00018250331,0.00043133137,0.008830696,0.9142654,0.000100305195,0.000059419795,0.014960518],"study_design_scores_gemma":[0.0000065206823,0.00066839095,0.5569939,0.000015295185,0.000029879138,0.00018696826,0.00023868162,0.027494162,0.4136814,0.0000781884,0.00057544006,0.000031254862],"about_ca_topic_score_codex":0.0017243072,"about_ca_topic_score_gemma":0.0031070197,"teacher_disagreement_score":0.0017243072,"about_ca_system_score_codex":0.00020197107,"about_ca_system_score_gemma":0.000087671884,"threshold_uncertainty_score":0.004045248},"labels":[],"label_agreement":null},{"id":"W187406772","doi":"","title":"PAVING WITH ROLLER COMPACTED CONCRETE","year":2005,"lang":"en","type":"article","venue":"Public works","topic":"Innovative concrete reinforcement 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":"Roller-compacted concrete; Durability; Engineering; Forensic engineering; Civil engineering; Construction engineering; Computer science; Archaeology; History; Database","score_opus":0.011417148938506578,"score_gpt":0.19416577385226297,"score_spread":0.1827486249137564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W187406772","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":[0.6622842,0.0059599257,0.063732766,0.0009379293,0.00077483256,0.00033379238,0.0003543084,0.0014311395,0.2641912],"genre_scores_gemma":[0.9346992,0.0020317335,0.019472348,0.00007203876,0.00006035906,0.000019000503,0.00015972655,0.00005371939,0.04343193],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99949515,0.000045036417,0.000016035732,0.00005717447,0.00033549377,0.00005106099],"domain_scores_gemma":[0.99983335,0.000018222661,0.000040370258,0.000031592113,0.000053810665,0.000022691971],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001648795,0.00029631454,0.00016772741,0.0007371053,0.00063482934,0.0008329208,0.00029115428,0.0003621044,0.006049434],"category_scores_gemma":[0.0003498124,0.00016265667,0.00023601382,0.00063985825,0.0004150866,0.0005384196,0.00042008917,0.0003215392,0.0011593534],"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":[0.00044006613,0.0006599456,0.008608832,0.0007135139,0.000082139275,0.0021057525,0.0009834587,0.06921354,0.2682836,0.05520682,0.020810587,0.5728917],"study_design_scores_gemma":[0.000069310954,0.0016699001,0.040832456,0.00026448985,0.000114674556,0.0032511053,0.0011299045,0.038235564,0.319146,0.009091554,0.58606863,0.00012636656],"about_ca_topic_score_codex":0.006219258,"about_ca_topic_score_gemma":0.020270817,"teacher_disagreement_score":0.006219258,"about_ca_system_score_codex":0.0007342621,"about_ca_system_score_gemma":0.00062073075,"threshold_uncertainty_score":0.020237327},"labels":[],"label_agreement":null},{"id":"W1921673417","doi":"","title":"Transmission loss of ultra lightweight concrete block","year":2006,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Innovative concrete reinforcement 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":"Block (permutation group theory); Masonry; Transmission (telecommunications); Transmission loss; Field (mathematics); Structural engineering; Sound transmission class; Materials science; Engineering; Acoustics; Environmental science; Telecommunications; Mathematics; Civil engineering; Physics","score_opus":0.00543932894234563,"score_gpt":0.18342623038410616,"score_spread":0.17798690144176052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1921673417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971698,0.00005179275,0.0019230335,0.000004216662,0.000002410828,0.0000031407765,0.000100123754,0.000027746677,0.0007177533],"genre_scores_gemma":[0.99864084,0.000034004333,0.00027442368,0.0000021524359,0.0000010339395,0.0000026423604,0.00009253929,0.0000061205837,0.0009462742],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99971277,0.000021918548,0.000010838182,0.00004330814,0.00016944214,0.00004167668],"domain_scores_gemma":[0.9994648,0.00011811754,0.00013807799,0.00004295025,0.00019742933,0.000038655173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019873354,0.0001980025,0.00016412316,0.0003152355,0.00015973927,0.00018773404,0.00021008171,0.00013611822,0.0018002146],"category_scores_gemma":[0.00047528424,0.00011887614,0.00007966693,0.00030472453,0.00020957272,0.00027486554,0.00016627311,0.0001702879,0.00035344702],"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":[0.00040206537,0.000055985987,0.010818705,0.000056118126,0.000012773851,0.00018845333,0.00025090267,0.0047683967,0.9698713,0.00019743411,0.00027022357,0.013107684],"study_design_scores_gemma":[0.000017994225,0.0011533122,0.131071,0.000014565901,0.000041029274,0.0005430509,0.0002709803,0.013849859,0.8506129,0.00008737041,0.0023030797,0.00003488957],"about_ca_topic_score_codex":0.0021314684,"about_ca_topic_score_gemma":0.0024636912,"teacher_disagreement_score":0.0021314684,"about_ca_system_score_codex":0.00042999967,"about_ca_system_score_gemma":0.00014129638,"threshold_uncertainty_score":0.0060222745},"labels":[],"label_agreement":null},{"id":"W1963900625","doi":"10.1016/j.matdes.2014.06.066","title":"Effect of mineral admixtures and steel fiber volume contents on the behavior of high performance fiber reinforced concrete","year":2014,"lang":"en","type":"article","venue":"Materials & Design (1980-2015)","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":114,"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":"Materials science; Fiber; Shrinkage; Composite material; Cracking; Fiber-reinforced concrete; Aggregate (composite); Flexural strength; Properties of concrete; Compressive strength","score_opus":0.012424495233554439,"score_gpt":0.22635040130758582,"score_spread":0.2139259060740314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963900625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99935406,0.00013374387,0.00011165771,0.000008293887,0.0000054443135,0.0000021834367,0.000031293428,0.0000105466415,0.0003427033],"genre_scores_gemma":[0.99934465,0.000063374915,0.00012654263,0.0000066645484,0.0000025993377,0.0000013463585,0.00003135264,0.000007192501,0.0004161968],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996679,0.00006312201,0.000031479016,0.00007151256,0.00008933701,0.00007663973],"domain_scores_gemma":[0.9987447,0.00066501426,0.00020958524,0.000059378857,0.00015838606,0.00016298126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045398623,0.00032024333,0.00028616955,0.00040438512,0.000285114,0.00039322322,0.00032351172,0.0003473935,0.0015294921],"category_scores_gemma":[0.0012918187,0.00035557064,0.0003030364,0.0002659725,0.00057781907,0.00047282153,0.000238169,0.00044386956,0.00023162478],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005330148,0.00027136534,0.008384777,0.00012852962,0.000056444533,0.00028905764,0.00019939926,0.007973294,0.9715073,0.00019895268,0.00011711764,0.00554368],"study_design_scores_gemma":[0.00002408991,0.0013768253,0.016976846,0.000008409379,0.000079571684,0.000073308714,0.00011565098,0.006350691,0.9744718,0.000033206812,0.0004711646,0.000018565368],"about_ca_topic_score_codex":0.0028204245,"about_ca_topic_score_gemma":0.004744342,"teacher_disagreement_score":0.0028204245,"about_ca_system_score_codex":0.00052923954,"about_ca_system_score_gemma":0.0003636431,"threshold_uncertainty_score":0.005608022},"labels":[],"label_agreement":null},{"id":"W1964879097","doi":"10.1680/macr.14.00116","title":"Enhancing cracking resistance of ultra-high-performance concrete slabs using steel fibres","year":2015,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":51,"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":"Korea Agency for Infrastructure Technology Advancement","keywords":"Shrinkage; Cracking; Materials science; Composite material; Ultimate tensile strength; Tensile strain","score_opus":0.060472575051673125,"score_gpt":0.3166975400380717,"score_spread":0.2562249649863986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964879097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983266,0.00019839178,0.0011939302,0.000004573974,0.0000024887008,0.0000030888757,0.00000912629,0.000018280149,0.0002435292],"genre_scores_gemma":[0.9985933,0.000078267,0.0009942898,0.0000025221443,0.0000011809693,0.0000017545152,0.000015096024,0.000005253608,0.00030833224],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981886,0.000023283299,0.000008794515,0.00002374723,0.00009044625,0.000034801833],"domain_scores_gemma":[0.9996486,0.00006360979,0.00014133297,0.000027541264,0.00006784024,0.000051140763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001711841,0.00033854102,0.00016990627,0.00025731316,0.00010689837,0.00015906745,0.00019308407,0.00028020883,0.0005718744],"category_scores_gemma":[0.00034189815,0.00019081299,0.00021181446,0.00010291598,0.00019905041,0.00022127584,0.00023977326,0.00021547533,0.00016733412],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055449163,0.000010073142,0.0005048044,0.000023512579,0.0000036434624,0.000027110445,0.000014920953,0.0007403047,0.9973174,0.0000093219005,0.00000554337,0.0012879027],"study_design_scores_gemma":[0.000009392051,0.00066007016,0.016271038,0.000010347615,0.000021961145,0.00012264278,0.00003906509,0.005079983,0.97720087,0.000012030822,0.00056220073,0.000010337051],"about_ca_topic_score_codex":0.00071026204,"about_ca_topic_score_gemma":0.0024332195,"teacher_disagreement_score":0.00071026204,"about_ca_system_score_codex":0.00012034194,"about_ca_system_score_gemma":0.000082917766,"threshold_uncertainty_score":0.0019131303},"labels":[],"label_agreement":null},{"id":"W1966372895","doi":"10.1016/j.cemconres.2006.01.010","title":"Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete","year":2006,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":649,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Cement Association of Canada","keywords":"Shrinkage; Cracking; Materials science; Polypropylene; Composite material; Fiber; Subbase; Overlay","score_opus":0.022682676615375912,"score_gpt":0.285015998665765,"score_spread":0.26233332205038906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966372895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992066,0.00013712661,0.00024466848,0.0000059818285,0.0000033726367,0.0000030968301,0.000017447679,0.0000119125325,0.00036980672],"genre_scores_gemma":[0.9995615,0.000074158634,0.00018351148,0.0000031456234,0.0000020113835,0.000001193286,0.00001355051,0.000005794157,0.00015519038],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980205,0.000045974022,0.000014553546,0.000043981065,0.000052284926,0.0000411506],"domain_scores_gemma":[0.9987056,0.0006396498,0.00028195677,0.0000686761,0.00015906055,0.00014507899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002898802,0.00032491563,0.00023432811,0.00027951962,0.00019545112,0.00037160094,0.00021701262,0.00032358238,0.0012045181],"category_scores_gemma":[0.001097599,0.00029232833,0.00013634229,0.00020134983,0.00040351078,0.0003562961,0.0001987233,0.00025176367,0.00027262207],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011729453,0.00009260868,0.0025125872,0.000059506292,0.000012618434,0.00017070567,0.000059092672,0.007317428,0.9844616,0.00008680487,0.000038767193,0.004015258],"study_design_scores_gemma":[0.000038317274,0.0010383244,0.015512024,0.000008786864,0.000039300532,0.00014329984,0.00008140502,0.0072787027,0.9754976,0.0000412998,0.00030276662,0.000018197814],"about_ca_topic_score_codex":0.0020540708,"about_ca_topic_score_gemma":0.0027798794,"teacher_disagreement_score":0.0020540708,"about_ca_system_score_codex":0.00032987996,"about_ca_system_score_gemma":0.0002449595,"threshold_uncertainty_score":0.004084289},"labels":[],"label_agreement":null},{"id":"W1966733435","doi":"10.1617/s11527-011-9815-9","title":"Statistical models to predict fresh and hardened properties of self-consolidating concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke","funders":"National Science Fund for Distinguished Young Scholars; National Natural Science Foundation of China","keywords":"Materials science; Precast concrete; Factorial experiment; Cementitious; Compressive strength; Shrinkage; Self-consolidating concrete; Composite material; Flexural strength; Superplasticizer; Solid mechanics; Brittleness; Cement; Structural engineering; Mathematics; Engineering","score_opus":0.018743837934551616,"score_gpt":0.21423405224667663,"score_spread":0.19549021431212502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966733435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.697356,0.0006100934,0.29894176,0.00032246744,0.00008169283,0.000056644694,0.0005338108,0.0007236918,0.0013738263],"genre_scores_gemma":[0.9868435,0.00019338321,0.0107060075,0.00003826266,0.00005270181,0.00005845688,0.0005051108,0.000055019475,0.0015475667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996208,0.00013709543,0.000023810098,0.00006395997,0.000092935275,0.00006128942],"domain_scores_gemma":[0.99366695,0.004862281,0.0005589094,0.00031361255,0.0004523331,0.00014585299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023191674,0.0007153282,0.00068996684,0.0010622866,0.0004434103,0.00087573886,0.0012207807,0.0010784622,0.00087368436],"category_scores_gemma":[0.005820912,0.0007312483,0.0010485696,0.00069850695,0.0007910044,0.0009480037,0.00053064706,0.001282571,0.00024089767],"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":[0.000026218906,0.000032236123,0.0013850682,0.000005995529,0.000024122843,0.000008528552,0.000005634954,0.99453676,0.00030178484,0.0012821342,0.00009259956,0.0022990666],"study_design_scores_gemma":[0.0000012689633,0.0000045397105,0.0002036113,3.1156478e-7,0.0000019676106,8.512627e-7,6.027607e-7,0.9992606,0.00008306936,0.00042828397,0.000013359925,0.0000014871836],"about_ca_topic_score_codex":0.013677418,"about_ca_topic_score_gemma":0.011975624,"teacher_disagreement_score":0.013677418,"about_ca_system_score_codex":0.0010746671,"about_ca_system_score_gemma":0.0009693921,"threshold_uncertainty_score":0.027195632},"labels":[],"label_agreement":null},{"id":"W1968302461","doi":"10.1016/j.conbuildmat.2004.12.003","title":"RBS polymer encased concrete wall part I: experimental study and theoretical provisions for flexure and shear","year":2005,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University of Waterloo","keywords":"Formwork; Shear wall; Materials science; Structural engineering; Ductility (Earth science); Composite material; Polymer; Shear (geology); Geotechnical engineering; Engineering; Creep","score_opus":0.011102934235259676,"score_gpt":0.2551449088284197,"score_spread":0.24404197459316004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968302461","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99001616,0.00010495717,0.0047681057,0.0000122919055,0.000012290335,0.000050497118,0.0003093294,0.0000703968,0.0046559167],"genre_scores_gemma":[0.99409133,0.000102694976,0.0019792577,0.000004720343,0.0000042664474,0.000035993296,0.00021088948,0.000014422281,0.0035564362],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996524,0.000045715326,0.00001738708,0.00006475053,0.00015683092,0.00006297756],"domain_scores_gemma":[0.99967206,0.00011071607,0.00006011531,0.00006116311,0.00006456004,0.000031368116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003427511,0.0006159965,0.0004123358,0.0003970908,0.00045725162,0.0003016824,0.00053857564,0.000608936,0.0061579244],"category_scores_gemma":[0.0004977863,0.00028044963,0.00025314308,0.00040426658,0.0007077904,0.00075706706,0.0003756328,0.0006014864,0.0011825187],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014676003,0.0011198827,0.0024733033,0.0002763629,0.000010244338,0.00022933498,0.00014635953,0.027160283,0.95462036,0.0026343698,0.0002978607,0.009564136],"study_design_scores_gemma":[0.00007499573,0.0019796279,0.008909749,0.000017702308,0.000025765725,0.00009112615,0.00013436732,0.015172575,0.97090125,0.00032854808,0.0023432681,0.000021037456],"about_ca_topic_score_codex":0.0009868141,"about_ca_topic_score_gemma":0.0010445457,"teacher_disagreement_score":0.0061579244,"about_ca_system_score_codex":0.00023412757,"about_ca_system_score_gemma":0.00037048705,"threshold_uncertainty_score":0.020600319},"labels":[],"label_agreement":null},{"id":"W1970586740","doi":"10.3141/1893-06","title":"Roller-Compacted Concrete Mix Design Procedure with Gyratory Compactor","year":2004,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":31,"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":"U.S. Army Corps of Engineers","keywords":"Roller-compacted concrete; Engineering; Compressive strength; Civil engineering; Ultimate tensile strength; Geotechnical engineering; Cement; Composite material; Materials science","score_opus":0.07809895974461108,"score_gpt":0.33327721588390297,"score_spread":0.2551782561392919,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970586740","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":[0.48895535,0.00044862888,0.4947314,0.00012297882,0.0001327221,0.002176605,0.0006241989,0.0025573317,0.010250757],"genre_scores_gemma":[0.45366973,0.00019650669,0.53761727,0.000051235053,0.000013767796,0.00082444533,0.00037942338,0.0002551483,0.006992548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989544,0.00013180914,0.00013152912,0.00020723937,0.00051351363,0.000061394356],"domain_scores_gemma":[0.9986358,0.00022118374,0.00031751106,0.0002731385,0.00048601732,0.00006624062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012070927,0.0008042863,0.0005281556,0.0011684212,0.0005731775,0.000321895,0.00051462266,0.00040387292,0.002834126],"category_scores_gemma":[0.0016766079,0.00043474633,0.00027740767,0.00069818343,0.00056025456,0.0003570864,0.00042475967,0.00053954957,0.0009854438],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042883953,0.0001402573,0.0019732413,0.00022085612,0.000016064232,0.00010644377,0.00022655979,0.005633255,0.9329992,0.0013358401,0.00055207184,0.056367356],"study_design_scores_gemma":[0.000032949214,0.00058041356,0.0029643239,0.000008338433,0.000021988211,0.0001344085,0.000035253262,0.0061253514,0.98090166,0.00014357969,0.009029273,0.000022409215],"about_ca_topic_score_codex":0.0011581827,"about_ca_topic_score_gemma":0.005285206,"teacher_disagreement_score":0.002834126,"about_ca_system_score_codex":0.0005241685,"about_ca_system_score_gemma":0.0006488594,"threshold_uncertainty_score":0.009481072},"labels":[],"label_agreement":null},{"id":"W1970922696","doi":"10.1016/j.ijsolstr.2009.05.005","title":"Erratum to “A cohesive zone model for fatigue crack growth allowing for crack retardation” [International Journal of Solids and Structures 46 (2009) 2453–2462]","year":2009,"lang":"en","type":"erratum","venue":"International Journal of Solids and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Paris' law; Fatigue testing; Structural engineering; Materials science; Crack closure; Geotechnical engineering; Engineering; Forensic engineering; Geology; Fracture mechanics","score_opus":0.021547350804225804,"score_gpt":0.29020847101917874,"score_spread":0.2686611202149529,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970922696","genre_codex":"editorial","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":[0.00089860865,0.0021381476,0.0120158745,0.032219358,0.92608035,0.00010116305,0.0027618539,0.0011211808,0.022663487],"genre_scores_gemma":[0.027492272,0.009761084,0.033523884,0.05505388,0.11924504,0.0004138729,0.011631477,0.0038753385,0.73900306],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974675,0.00026110988,0.0003588118,0.00032618103,0.0014289266,0.00015738628],"domain_scores_gemma":[0.99277097,0.0012405398,0.0002793353,0.0006093899,0.0048552756,0.00024451487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017488601,0.0030009586,0.0026904023,0.0029576933,0.0034252098,0.0026562538,0.004604696,0.006479377,0.057670217],"category_scores_gemma":[0.019111192,0.0015483473,0.0019002272,0.0018863713,0.0017171607,0.0034630778,0.0017154881,0.0058105285,0.03138831],"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":[0.000056073666,0.000016206268,0.000050880917,0.0001026886,0.000010651892,0.00019991137,0.000013693276,0.0005910392,0.00021127661,0.0025958053,0.98764765,0.008504158],"study_design_scores_gemma":[0.00009468472,0.00008531606,0.00090073195,0.00030052772,0.000081529506,0.00059970445,0.0000765379,0.006538956,0.0025038186,0.00885173,0.9798502,0.000116417665],"about_ca_topic_score_codex":0.015552889,"about_ca_topic_score_gemma":0.021908332,"teacher_disagreement_score":0.057670217,"about_ca_system_score_codex":0.00283906,"about_ca_system_score_gemma":0.0029985628,"threshold_uncertainty_score":0.19292611},"labels":[],"label_agreement":null},{"id":"W1978189436","doi":"10.1177/0021998311417476","title":"Cyclic pull-out test of single PVA fibers in cementitious matrix","year":2011,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Innovative concrete reinforcement 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 Toronto","funders":"","keywords":"Materials science; Composite material; Degradation (telecommunications); Fiber; Cyclic stress; Ultimate tensile strength; Flexural strength; Cementitious; Structural engineering; Cement; Computer science","score_opus":0.02230741554073338,"score_gpt":0.23386478211925157,"score_spread":0.2115573665785182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978189436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99609154,0.00035325825,0.0031052784,0.000018577228,0.000020147818,0.00001555002,0.000055551023,0.000024095298,0.00031599854],"genre_scores_gemma":[0.9945279,0.00023312824,0.0038684462,0.000029298624,0.0000092530545,0.000032500964,0.00008923309,0.000012544886,0.0011977546],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981123,0.000016991704,0.000012904375,0.00005479735,0.00007237197,0.000031786218],"domain_scores_gemma":[0.9992471,0.00028279622,0.00017939317,0.00005880861,0.00014376343,0.00008812286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029085687,0.00036798994,0.00015111684,0.000275697,0.00016076013,0.000086297136,0.00019814282,0.000346264,0.0009019155],"category_scores_gemma":[0.00043862138,0.000158946,0.0001973927,0.00015338212,0.00020995716,0.00034119876,0.0001715825,0.0003098037,0.00012145974],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003116161,0.000013142525,0.00021940818,0.000016142843,0.00000260663,0.000036561858,0.000033651184,0.000042884905,0.99877733,0.000008788589,0.00000753023,0.00081071793],"study_design_scores_gemma":[0.0000052874725,0.0013110857,0.010479251,0.0000070487504,0.000016103082,0.00012911586,0.00006497953,0.0014805988,0.9861101,0.00002415465,0.00036460417,0.00000759951],"about_ca_topic_score_codex":0.00048192023,"about_ca_topic_score_gemma":0.0010867345,"teacher_disagreement_score":0.0009019155,"about_ca_system_score_codex":0.000116651856,"about_ca_system_score_gemma":0.000090227455,"threshold_uncertainty_score":0.0030171871},"labels":[],"label_agreement":null},{"id":"W1980003996","doi":"10.1617/s11527-011-9729-6","title":"Novel water permeability device for reinforced concrete under load","year":2011,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"","keywords":"Materials science; Serviceability (structure); Cracking; Durability; Composite material; Solid mechanics; Structural engineering; Reinforcement; Permeability (electromagnetism); Ultimate tensile strength; Reinforced solid; Engineering","score_opus":0.03165668899311287,"score_gpt":0.2325030942952578,"score_spread":0.20084640530214493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980003996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79555637,0.0016950392,0.1900386,0.0004894754,0.0004046962,0.00012889983,0.00014419173,0.0012288166,0.010314013],"genre_scores_gemma":[0.9679988,0.00033849396,0.024015952,0.00008288208,0.00005788817,0.000045228866,0.000042029038,0.000030452835,0.0073882947],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982303,0.000021016427,0.000007458567,0.000042535085,0.00008014342,0.000025867663],"domain_scores_gemma":[0.9997758,0.00006220032,0.000057254703,0.000021972317,0.000050241102,0.000032548225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016627468,0.00028026654,0.00033017478,0.00032102742,0.00031628128,0.0002676262,0.0007918661,0.00041423438,0.0015586636],"category_scores_gemma":[0.00023985123,0.00020485626,0.00014406438,0.00015444052,0.00041782114,0.00086659926,0.0005150867,0.00034886293,0.00037335814],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001498757,0.00007251871,0.000121527104,0.000086685424,0.0000046272917,0.000102396996,0.00007651216,0.0002809114,0.9854283,0.0024379627,0.0003683765,0.01087031],"study_design_scores_gemma":[0.00003147158,0.000335839,0.0005812079,0.000011342318,0.00001792376,0.00021139672,0.000049859205,0.010144821,0.98108566,0.00034200394,0.0071645146,0.000023957617],"about_ca_topic_score_codex":0.00015125265,"about_ca_topic_score_gemma":0.00034785812,"teacher_disagreement_score":0.0015586636,"about_ca_system_score_codex":0.00023341675,"about_ca_system_score_gemma":0.00015594398,"threshold_uncertainty_score":0.0052142143},"labels":[],"label_agreement":null},{"id":"W1980048372","doi":"10.1007/s13369-013-0774-z","title":"Statistical Models to Optimize Fiber-Reinforced Dune Sand Concrete","year":2013,"lang":"en","type":"article","venue":"Arabian Journal for Science and Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":21,"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":"Flexural strength; Materials science; Composite material; Compressive strength; Fiber; Filler (materials); Cement; Toughness; Viscosity; Water reducer","score_opus":0.01907549025689795,"score_gpt":0.23515377281987576,"score_spread":0.2160782825629778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980048372","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":[0.12816389,0.00068297674,0.8645415,0.0006091257,0.00008809314,0.00013259189,0.0004825792,0.0008702909,0.0044290186],"genre_scores_gemma":[0.85401374,0.00033889562,0.13774155,0.00015380734,0.000078642035,0.00030218417,0.000766458,0.00035790005,0.006246893],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992828,0.0003470006,0.000032586202,0.00010204601,0.00013339004,0.00010217991],"domain_scores_gemma":[0.99483854,0.0039602914,0.0003219083,0.00015204045,0.0005886012,0.00013869406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002443195,0.00097455346,0.001397641,0.0009859819,0.00037707813,0.0010630018,0.0013871592,0.0015354303,0.0025168005],"category_scores_gemma":[0.0057107573,0.00097351323,0.0011492512,0.0009492718,0.0006921184,0.001025806,0.001017563,0.0014222723,0.00029945956],"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":[0.000010796338,0.000009914309,0.00011382567,0.0000058579108,0.00000850623,0.00000334912,0.0000026807143,0.9967691,0.000074286305,0.0009651958,0.000085356594,0.0019512011],"study_design_scores_gemma":[0.000002002303,0.0000049520154,0.0000238268,7.0634854e-7,0.000002158063,4.6182583e-7,0.0000010992642,0.9995553,0.00004581965,0.00032475244,0.00003807893,8.6387456e-7],"about_ca_topic_score_codex":0.014523243,"about_ca_topic_score_gemma":0.014506715,"teacher_disagreement_score":0.014523243,"about_ca_system_score_codex":0.001566043,"about_ca_system_score_gemma":0.0024718354,"threshold_uncertainty_score":0.028877378},"labels":[],"label_agreement":null},{"id":"W1980075513","doi":"10.1016/j.conbuildmat.2013.04.017","title":"Properties of freshly mixed carbon fibre reinforced self-consolidating concrete","year":2013,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Composite material; Carbon fibers; Scanning electron microscope; Concrete slump test; Slump; Self-consolidating concrete; Rheology; Sieve (category theory); Cement; Compressive strength","score_opus":0.008719383946527222,"score_gpt":0.18477737921037554,"score_spread":0.17605799526384833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980075513","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99885464,0.00030047775,0.00048649902,0.0000037081197,0.0000033405765,0.000008087353,0.00004471919,0.000010928486,0.00028771133],"genre_scores_gemma":[0.99891245,0.00012854232,0.00045055643,0.0000054513303,0.0000013675234,0.0000034366258,0.00008524502,0.000007808923,0.00040514287],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999622,0.000031673848,0.000025501695,0.00007014475,0.00020857822,0.000042074393],"domain_scores_gemma":[0.9995136,0.00007523355,0.00016458097,0.000031242005,0.000119312084,0.00009605353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029324868,0.0004341905,0.00026351705,0.00035788608,0.00013994066,0.00027486868,0.00019058242,0.00031653952,0.00078930013],"category_scores_gemma":[0.00052488194,0.0001970217,0.00026845752,0.00022433444,0.00024141319,0.00031283285,0.00016200378,0.0003152442,0.00016143048],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000119430944,0.000025359685,0.0022862863,0.000045493325,0.000012398896,0.00007259524,0.000026426644,0.00061240944,0.9949279,0.000014788153,0.000007406988,0.0018494618],"study_design_scores_gemma":[0.000008917659,0.0013670484,0.050665546,0.000009710502,0.00005031378,0.0003454909,0.00007102075,0.0017081123,0.9450008,0.00001550444,0.0007357824,0.00002169759],"about_ca_topic_score_codex":0.0011640759,"about_ca_topic_score_gemma":0.0027818733,"teacher_disagreement_score":0.0011640759,"about_ca_system_score_codex":0.00023505714,"about_ca_system_score_gemma":0.00020418172,"threshold_uncertainty_score":0.0026405454},"labels":[],"label_agreement":null},{"id":"W1981685868","doi":"10.1617/s11527-015-0591-9","title":"Correlating plastic shrinkage cracking potential of fiber reinforced cement composites with its early-age constitutive response in tension","year":2015,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shrinkage; Materials science; Composite material; Ultimate tensile strength; Cracking; Solid mechanics; Tensile testing; Fiber-reinforced concrete; Cementitious; Cement; Fiber","score_opus":0.01221352237811822,"score_gpt":0.21685403269084264,"score_spread":0.20464051031272443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981685868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973513,0.000062739964,0.0014406781,0.000007995311,0.0000022139718,0.0000046557043,0.00006034167,0.000031422158,0.0010386171],"genre_scores_gemma":[0.9994973,0.000018744262,0.00017931816,0.0000014296381,7.8456287e-7,0.0000018573603,0.000024186123,0.0000057663337,0.00027064153],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991894,0.00001174904,0.0000038942107,0.000018886936,0.000029435063,0.000017025768],"domain_scores_gemma":[0.9996697,0.00012660191,0.00006638196,0.000027029031,0.000082627,0.000027716223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020836333,0.0002138631,0.00009582003,0.00043728127,0.00012825866,0.00017584414,0.00017454133,0.0002421481,0.0013250237],"category_scores_gemma":[0.00042789648,0.00015554615,0.00013622352,0.00019699166,0.00024799898,0.00026642834,0.00010621535,0.00028370993,0.00019580104],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015459995,0.000050494975,0.0078089572,0.000022736875,0.00000460362,0.00009014469,0.00008068466,0.004809973,0.98295045,0.0001707202,0.000036297057,0.0038203753],"study_design_scores_gemma":[0.000006905189,0.00029324897,0.07824029,0.0000074790605,0.000016147193,0.00021543186,0.00013133103,0.0642522,0.8562289,0.00012028086,0.0004676395,0.000020250356],"about_ca_topic_score_codex":0.0010501267,"about_ca_topic_score_gemma":0.002289944,"teacher_disagreement_score":0.0013250237,"about_ca_system_score_codex":0.0001325754,"about_ca_system_score_gemma":0.00010329146,"threshold_uncertainty_score":0.0044326186},"labels":[],"label_agreement":null},{"id":"W1985824926","doi":"10.1617/s11527-011-9818-6","title":"Repeatability, responsiveness and relative cost analysis of SCC workability test methods","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"University of Tehran; Islamic Azad University","keywords":"Repeatability; Solid mechanics; Funnel; Reliability (semiconductor); Structural engineering; Test method; Materials science; Composite material; Engineering; Mathematics; Statistics; Mechanical engineering","score_opus":0.0216948664931907,"score_gpt":0.3130952629947978,"score_spread":0.2914003965016071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985824926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7854272,0.0011352526,0.20518568,0.00018793858,0.00012495588,0.0002936983,0.00059493113,0.0008470575,0.0062031895],"genre_scores_gemma":[0.9601976,0.00014234334,0.0369841,0.00004707066,0.00004908457,0.00016998226,0.0003751206,0.00012651373,0.0019080761],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9796881,0.005262784,0.0007498105,0.0013485961,0.012485335,0.00046534196],"domain_scores_gemma":[0.95489657,0.028187197,0.0028141532,0.0051137228,0.008711661,0.0002767111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0075370865,0.00068836886,0.0006131153,0.0028307606,0.0005093283,0.00066126784,0.0013441036,0.0008876523,0.0016748935],"category_scores_gemma":[0.027242687,0.00046644395,0.0009726199,0.0015484198,0.0005387679,0.00094282837,0.0009465011,0.0006644017,0.0005545613],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00430895,0.0010451749,0.084008664,0.0005995195,0.0004634257,0.0003785394,0.00070237275,0.053773344,0.5619843,0.0032229563,0.0013306125,0.28818205],"study_design_scores_gemma":[0.00007334429,0.006048657,0.093767725,0.000036922087,0.0003879084,0.000979625,0.00025705455,0.20093116,0.6936825,0.0010131464,0.002646301,0.0001756454],"about_ca_topic_score_codex":0.0020443897,"about_ca_topic_score_gemma":0.0030677477,"teacher_disagreement_score":0.0075370865,"about_ca_system_score_codex":0.0010460215,"about_ca_system_score_gemma":0.00079336646,"threshold_uncertainty_score":0.039860368},"labels":[],"label_agreement":null},{"id":"W1988711850","doi":"10.1016/j.conbuildmat.2013.10.006","title":"Preferred test methods to select suitable surface repair materials in severe climates","year":2013,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":38,"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","funders":"","keywords":"Mortar; Materials science; Shrinkage; Composite material; Curing (chemistry); Durability; Compressive strength; Epoxy; Cement; Natural rubber; Abrasion (mechanical)","score_opus":0.013630784518696879,"score_gpt":0.269226477715783,"score_spread":0.25559569319708614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988711850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8905389,0.0016045489,0.100555286,0.00008618902,0.00010014773,0.00042429875,0.0009782054,0.0003710854,0.0053413296],"genre_scores_gemma":[0.91013294,0.0010222242,0.084841184,0.00005714693,0.000027808936,0.00038163245,0.0007369239,0.00016160414,0.0026386208],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983707,0.0004743155,0.00012466071,0.00018310976,0.0006921828,0.00015509261],"domain_scores_gemma":[0.9976731,0.0004673638,0.0003724142,0.00022223494,0.0011221851,0.00014274278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023797317,0.00086995703,0.0006672868,0.0020718458,0.00060563197,0.0006017046,0.001048771,0.00075025496,0.002851429],"category_scores_gemma":[0.0026903576,0.00040005712,0.00046037417,0.0008171744,0.00042759272,0.00070486194,0.0007127258,0.00036203675,0.00081660034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012303636,0.00037650779,0.01765468,0.00072410237,0.00004210595,0.00018492443,0.00018249986,0.00622399,0.9266408,0.0008177419,0.00046629243,0.04545595],"study_design_scores_gemma":[0.00003984002,0.0019693014,0.017674327,0.00004801592,0.00006170002,0.00025288924,0.00032526726,0.00798364,0.9680227,0.00043518597,0.0031384728,0.00004869055],"about_ca_topic_score_codex":0.0007959866,"about_ca_topic_score_gemma":0.003274878,"teacher_disagreement_score":0.002851429,"about_ca_system_score_codex":0.0003624351,"about_ca_system_score_gemma":0.000534087,"threshold_uncertainty_score":0.012585342},"labels":[],"label_agreement":null},{"id":"W1989405296","doi":"10.1016/j.conbuildmat.2011.03.024","title":"Elastic properties of self consolidating concrete","year":2011,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":35,"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":"Ministère des Transports","keywords":"Compressive strength; Materials science; Elastic modulus; Composite material; Self-consolidating concrete; Young's modulus; Modulus; Dynamic modulus; Dynamic mechanical analysis","score_opus":0.022893970056534534,"score_gpt":0.19749009859234465,"score_spread":0.1745961285358101,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989405296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927027,0.00023852744,0.0017668068,0.000024167757,0.000011487707,0.000007629552,0.00009603515,0.000023181914,0.005129464],"genre_scores_gemma":[0.996888,0.0000822062,0.00029777156,0.000009289424,0.000004117583,0.000003410232,0.00012668368,0.000008378253,0.0025800597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997266,0.000027795388,0.000009683624,0.00004025677,0.0001518443,0.000043815067],"domain_scores_gemma":[0.99962723,0.00013025539,0.000089044945,0.00004484743,0.00007339139,0.000035264253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037784586,0.0003148102,0.0002177698,0.0005893967,0.0002164879,0.0003278189,0.00044939062,0.00040267748,0.0027769015],"category_scores_gemma":[0.0007627993,0.000281276,0.00018970836,0.00042544515,0.00069752836,0.00042680535,0.00036598337,0.00038592835,0.00038518317],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082081795,0.00016908582,0.0068428377,0.00013431931,0.00003547799,0.00056968426,0.00036092062,0.056397885,0.90938073,0.007300952,0.000471744,0.01751553],"study_design_scores_gemma":[0.0000813851,0.000987911,0.08780656,0.00005152433,0.000064306485,0.0008186528,0.0006666507,0.20878027,0.6914295,0.0028187053,0.006378326,0.00011630948],"about_ca_topic_score_codex":0.00096867897,"about_ca_topic_score_gemma":0.0014546065,"teacher_disagreement_score":0.0027769015,"about_ca_system_score_codex":0.00019736729,"about_ca_system_score_gemma":0.00022674093,"threshold_uncertainty_score":0.009289622},"labels":[],"label_agreement":null},{"id":"W1989885159","doi":"10.1109/icmlc.2010.5580800","title":"Modeling concrete strength using genetic operation trees","year":2010,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Thompson Rivers University","funders":"","keywords":"Artificial neural network; Statistic; Reliability (semiconductor); Computer science; Genetic algorithm; Tree (set theory); Nonlinear system; Domain (mathematical analysis); Data mining; Regression analysis; Linear regression; Artificial intelligence; Machine learning; Statistics; Mathematics","score_opus":0.018447286566910536,"score_gpt":0.2390806638140143,"score_spread":0.22063337724710377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989885159","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":[0.099260494,0.00007159324,0.89898306,0.000057307756,0.000013460569,0.000043395838,0.00003524714,0.00030079848,0.001234504],"genre_scores_gemma":[0.82946616,0.00013950391,0.16894856,0.000030003444,0.00001217942,0.0001281413,0.00011546523,0.000048284972,0.0011116135],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960655,0.00017266905,0.00002330412,0.000058362486,0.000109534085,0.00002955479],"domain_scores_gemma":[0.9987042,0.00087937474,0.00012306102,0.00005814449,0.00021685536,0.000018377204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015271615,0.0006142632,0.00039690558,0.00079534407,0.00022335823,0.0005016979,0.0007556511,0.00050566404,0.00050287374],"category_scores_gemma":[0.003962082,0.00023381771,0.0006094739,0.00060176104,0.0003077871,0.00073802687,0.00027662513,0.0005131603,0.000146976],"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":[0.000008854932,0.0000120222585,0.001054888,0.00001048404,0.000015210449,0.000013201564,0.000017292894,0.98465884,0.00062246056,0.0011241798,0.00003084321,0.012431682],"study_design_scores_gemma":[9.3634026e-7,0.000008073425,0.00009910402,0.0000012623891,0.0000030298506,0.0000026481068,0.0000016760821,0.9990809,0.00028484483,0.00046782495,0.000048316255,0.0000013132453],"about_ca_topic_score_codex":0.010652541,"about_ca_topic_score_gemma":0.007217906,"teacher_disagreement_score":0.010652541,"about_ca_system_score_codex":0.0005103912,"about_ca_system_score_gemma":0.00086159416,"threshold_uncertainty_score":0.021181047},"labels":[],"label_agreement":null},{"id":"W1991241507","doi":"10.6000/1929-5995.2013.02.04.3","title":"Mechanical Characterization of Epoxy Polymer Concrete Containing Fly Ash","year":2013,"lang":"en","type":"article","venue":"Journal of Research Updates in Polymer Science","topic":"Innovative concrete reinforcement 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":"Fly ash; Epoxy; Materials science; Polymer concrete; Filler (materials); Aggregate (composite); Composite material; Polymer; Flexural strength; Compressive strength; Composite number; Cement","score_opus":0.02803395449875125,"score_gpt":0.318326004832444,"score_spread":0.29029205033369276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991241507","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99547726,0.00063249376,0.0023563255,0.0000108412005,0.000009546964,0.00002748342,0.0003614604,0.00002815933,0.001096571],"genre_scores_gemma":[0.99505204,0.00040386012,0.002341418,0.000010810021,0.000004526816,0.00002405698,0.00031330573,0.000016441209,0.0018336002],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962497,0.000029697563,0.000027647826,0.000052562456,0.00022799584,0.000037195205],"domain_scores_gemma":[0.99957484,0.00010420262,0.0000945112,0.000019419705,0.00015869408,0.000048319405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003735719,0.00037073364,0.00027420753,0.00079951464,0.00023118574,0.0001983099,0.00018748218,0.0003380558,0.0013126101],"category_scores_gemma":[0.0003816645,0.0001754355,0.00023640368,0.00051253923,0.00022330604,0.00015617523,0.00011539186,0.00033070968,0.0003428148],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031674605,0.000015963533,0.0010368949,0.000050273255,0.0000035732107,0.00004476631,0.000034117234,0.00033058808,0.9971884,0.000018387236,0.000010665867,0.0012348399],"study_design_scores_gemma":[0.000004760271,0.00071532995,0.05352836,0.000019256277,0.000025236935,0.00013845242,0.00015352789,0.0020070209,0.94198805,0.00003338801,0.0013743035,0.00001231544],"about_ca_topic_score_codex":0.0007985442,"about_ca_topic_score_gemma":0.0025728338,"teacher_disagreement_score":0.0013126101,"about_ca_system_score_codex":0.000138691,"about_ca_system_score_gemma":0.00015026005,"threshold_uncertainty_score":0.004391134},"labels":[],"label_agreement":null},{"id":"W1991329182","doi":"10.1520/jai10933","title":"Flexible Crumb Tire Rubber-Filled Cement Mortars as a Protective System for Buried Infrastructure","year":2005,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Innovative concrete reinforcement 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":"Western University","funders":"","keywords":"Crumb rubber; Materials science; Cement; Natural rubber; Composite material; Mortar","score_opus":0.007542325641412833,"score_gpt":0.24783164463025958,"score_spread":0.24028931898884676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991329182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99569654,0.00031234688,0.003572169,0.000011194674,0.000008026074,0.000013708103,0.000022002383,0.000059140584,0.00030480337],"genre_scores_gemma":[0.9976804,0.000093500195,0.001895277,0.000004442216,0.000002761335,0.0000031255965,0.000020324345,0.000006007705,0.00029406708],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998429,0.000030031088,0.000012831935,0.0000190219,0.00007056589,0.000024652534],"domain_scores_gemma":[0.9996014,0.000060658025,0.00017549554,0.000054767723,0.00006535781,0.000042351698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002295529,0.0004013999,0.00017755847,0.0004876493,0.00017192101,0.0002421661,0.0004378404,0.00023612636,0.00076100085],"category_scores_gemma":[0.00038749588,0.00016165151,0.00022201697,0.00018449091,0.00024358352,0.00021870533,0.00020120072,0.00019327801,0.00024506508],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017754675,0.00006086721,0.0009914689,0.0001054313,0.000012218313,0.00015233929,0.00003970825,0.0016426265,0.9888397,0.00006340558,0.000045397577,0.007869222],"study_design_scores_gemma":[0.000029028773,0.0029321741,0.013475657,0.00003315307,0.0000758673,0.0004275795,0.00008457282,0.007012634,0.9740199,0.000040547537,0.0018507229,0.000018119219],"about_ca_topic_score_codex":0.0005393287,"about_ca_topic_score_gemma":0.0014430633,"teacher_disagreement_score":0.00076100085,"about_ca_system_score_codex":0.00011940714,"about_ca_system_score_gemma":0.00014259112,"threshold_uncertainty_score":0.0025458336},"labels":[],"label_agreement":null},{"id":"W1992597363","doi":"10.4028/www.scientific.net/amm.117-119.1215","title":"Correlations between Different Hardened Properties of High-Strength Self-Consolidating Concrete Including Palm Oil Fuel Ash","year":2011,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Innovative concrete reinforcement 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":"Portland cement; Materials science; Palm oil; Ultimate tensile strength; Compressive strength; Flexural strength; Cement; Young's modulus; Composite material; Porosity; Fly ash; Water reducer; Waste management; Environmental science; Engineering","score_opus":0.03362688129648173,"score_gpt":0.2022627986763709,"score_spread":0.16863591737988917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992597363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996803,0.00003606228,0.00012955142,7.9839435e-7,3.1783597e-7,0.0000017834654,0.000019350982,0.0000027737499,0.00012902384],"genre_scores_gemma":[0.99956113,0.00002938897,0.00010902044,0.0000012111677,3.9083048e-7,0.0000016897174,0.00006346165,9.1938466e-7,0.00023272603],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975747,0.00003916629,0.000029653329,0.00004892916,0.00009628988,0.00002842165],"domain_scores_gemma":[0.99848926,0.000499189,0.00058592303,0.00009695516,0.00021508064,0.00011348468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035767682,0.00029691774,0.00015393212,0.0006167132,0.00006910338,0.00020306553,0.00014641201,0.00023052366,0.0007968859],"category_scores_gemma":[0.00093815086,0.00022362053,0.00014454503,0.00030761224,0.00023549389,0.00027579057,0.00018964797,0.00023833913,0.00016991259],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067252625,0.00019108182,0.21482322,0.000100736645,0.00012180629,0.0003009076,0.00017513463,0.0032514576,0.7711104,0.000098782766,0.000025460475,0.009128432],"study_design_scores_gemma":[0.0000071605605,0.0007268525,0.7877509,0.0000044020167,0.00006259192,0.0002983987,0.00014950137,0.0021502683,0.20849635,0.00004197845,0.0002971764,0.00001446462],"about_ca_topic_score_codex":0.00056337134,"about_ca_topic_score_gemma":0.0014462983,"teacher_disagreement_score":0.0007968859,"about_ca_system_score_codex":0.00011044129,"about_ca_system_score_gemma":0.00011159774,"threshold_uncertainty_score":0.0026658177},"labels":[],"label_agreement":null},{"id":"W1993179930","doi":"10.1016/j.compositesb.2012.07.038","title":"Dual effectiveness of freezing–thawing and sulfate attack on high-volume slag-incorporated ECC","year":2012,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":135,"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":"Division of Electrical, Communications and Cyber Systems","keywords":"Sorptivity; Materials science; Flexural strength; Composite material; Absorption of water; Sodium sulfate; Compressive strength; Sulfate; Cement; Cementitious; Ductility (Earth science); Sodium; Metallurgy","score_opus":0.01723990930524624,"score_gpt":0.22097734818111958,"score_spread":0.20373743887587334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993179930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991756,0.00015818367,0.00023689363,0.000004240936,0.000009082472,0.000003307825,0.000026379688,0.000012748845,0.00037363227],"genre_scores_gemma":[0.99924636,0.00008278656,0.00021589872,0.000004584847,0.0000026191522,0.0000017564548,0.000026598867,0.0000065061977,0.00041282657],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999881,0.000010720768,0.0000076198153,0.000016944716,0.00003062135,0.00005304061],"domain_scores_gemma":[0.99986756,0.00003414381,0.00003064019,0.000016411104,0.000030102225,0.000021139484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015217748,0.00030565416,0.0002285411,0.00014381419,0.00014405313,0.00018906027,0.00015380316,0.00017445249,0.0013505741],"category_scores_gemma":[0.00018528228,0.000114386145,0.00018575208,0.00011484277,0.00021494571,0.00019807898,0.00014473287,0.00026806875,0.00013097259],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027756224,0.000017375223,0.00016148751,0.000030418601,0.0000051629545,0.00002205037,0.000024284363,0.0003652769,0.9973259,0.00003402394,0.000017946839,0.0017186101],"study_design_scores_gemma":[0.0000023996552,0.00012198529,0.00074921787,0.0000014710714,0.0000062433273,0.000007699752,0.000007760853,0.0004307582,0.9985459,0.0000031610718,0.00012133441,0.0000021080768],"about_ca_topic_score_codex":0.0010104298,"about_ca_topic_score_gemma":0.0017808065,"teacher_disagreement_score":0.0013505741,"about_ca_system_score_codex":0.00013884688,"about_ca_system_score_gemma":0.00019783094,"threshold_uncertainty_score":0.0045181513},"labels":[],"label_agreement":null},{"id":"W1993852596","doi":"10.1680/macr.2004.56.2.111","title":"Properties of volcanic scoria based lightweight concrete","year":2004,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":47,"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":"Scoria; Shrinkage; Aggregate (composite); Absorption of water; Permeability (electromagnetism); Materials science; Geotechnical engineering; Crushed stone; Young's modulus; Properties of concrete; Volcano; Composite material; Compressive strength; Geology; Lava","score_opus":0.052043801369892416,"score_gpt":0.28783803942010217,"score_spread":0.23579423805020974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993852596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973132,0.0002959002,0.00052029133,0.000004950851,0.0000025913985,0.000009602125,0.00016755119,0.000026086549,0.001659711],"genre_scores_gemma":[0.9987244,0.0001173895,0.00024523772,0.0000025448649,0.0000011647296,0.0000035518267,0.000151763,0.00000506032,0.0007487771],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997106,0.000024224899,0.000020971982,0.000026479685,0.00018729757,0.000030278006],"domain_scores_gemma":[0.9996151,0.0000711589,0.00013827982,0.000028146964,0.00010394608,0.00004340098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025278277,0.0002442468,0.00020049904,0.00070799247,0.00016523946,0.00022427432,0.00011951216,0.00019283274,0.001242757],"category_scores_gemma":[0.00048078367,0.000106547974,0.00016121865,0.00049356243,0.00020252394,0.00016196765,0.00020057589,0.00014742067,0.00025522485],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019741926,0.000030195755,0.009000116,0.00015893915,0.000013760119,0.0003295207,0.000120419005,0.0062382426,0.9755197,0.0001857689,0.00008038191,0.008125497],"study_design_scores_gemma":[0.000014858789,0.001737653,0.17028414,0.000046601162,0.00009154492,0.0014493057,0.0003458926,0.0060643316,0.81469524,0.00024069817,0.0049881693,0.00004149761],"about_ca_topic_score_codex":0.0010563134,"about_ca_topic_score_gemma":0.0015602331,"teacher_disagreement_score":0.001242757,"about_ca_system_score_codex":0.00021632077,"about_ca_system_score_gemma":0.0001916543,"threshold_uncertainty_score":0.004157424},"labels":[],"label_agreement":null},{"id":"W1995385039","doi":"10.1111/j.1747-1567.2007.00191.x","title":"TEST METHOD FOR EVALUATION OF PLASTIC SHRINKAGE CRACKING IN FIBER-REINFORCED CEMENTITIOUS MATERIALS","year":2007,"lang":"en","type":"article","venue":"Experimental Techniques","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Citation; Library science; Test (biology); Engineering; Computer science; Geology","score_opus":0.024169443912420322,"score_gpt":0.3434618699751182,"score_spread":0.31929242606269786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995385039","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":[0.7665244,0.0014820378,0.22638744,0.00006335732,0.000109750945,0.00057033554,0.00056826376,0.0006161601,0.0036782518],"genre_scores_gemma":[0.9052162,0.00073792716,0.089647815,0.00004013326,0.000017994087,0.00053133006,0.00038152767,0.000057152054,0.0033698496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994306,0.00007275609,0.000040826093,0.00008192507,0.00033063226,0.000043173994],"domain_scores_gemma":[0.99880433,0.00033913853,0.00014533928,0.00014631389,0.00048093166,0.00008394667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064375217,0.0006750282,0.00027386734,0.0008473663,0.00034824188,0.00014988256,0.0006021271,0.000508766,0.001838646],"category_scores_gemma":[0.000788187,0.00030264776,0.00019785757,0.0003610632,0.00031527545,0.00033946568,0.00032955396,0.00039092198,0.0003895916],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009345689,0.00007779345,0.0007020945,0.000081475766,0.0000052512605,0.000038300972,0.000034177596,0.0001454374,0.99294794,0.00010174259,0.00003430158,0.005738011],"study_design_scores_gemma":[0.000017170469,0.0007385547,0.0034656469,0.0000075913536,0.00001613138,0.00014824679,0.000026391239,0.0014401729,0.99344045,0.000040519717,0.0006492467,0.0000099619865],"about_ca_topic_score_codex":0.00045839875,"about_ca_topic_score_gemma":0.001055201,"teacher_disagreement_score":0.001838646,"about_ca_system_score_codex":0.0001924083,"about_ca_system_score_gemma":0.00037119322,"threshold_uncertainty_score":0.0061509013},"labels":[],"label_agreement":null},{"id":"W1997138123","doi":"10.1617/s11527-013-0049-x","title":"Preliminary study on bullet resistance of double-layer concrete panel made of rubberized and steel fiber reinforced concrete","year":2013,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"King Mongkut's University of Technology North Bangkok; Thailand Research Fund","keywords":"Materials science; Composite material; Crumb rubber; Layer (electronics); Fiber; Fiber-reinforced concrete; Structural engineering; Cushion; Natural rubber; Engineering","score_opus":0.020933671613037386,"score_gpt":0.23021993553038814,"score_spread":0.20928626391735075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997138123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975362,0.00016676931,0.0010907765,0.000010808954,0.000011336128,0.000011352323,0.00003655011,0.000015744914,0.0011205415],"genre_scores_gemma":[0.99783355,0.000111321024,0.00039726496,0.000005748473,0.000006814123,0.0000035880485,0.00006368556,0.00000576269,0.0015722582],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964,0.00006142841,0.000016125015,0.000085791646,0.00012708588,0.00006965219],"domain_scores_gemma":[0.99941885,0.00027234308,0.000045761346,0.00006693559,0.00013887283,0.00005727718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039056627,0.00032872055,0.0004391611,0.00034499788,0.00047804724,0.00020662727,0.000491259,0.00067693385,0.0026020193],"category_scores_gemma":[0.00070902146,0.00024201676,0.0007356401,0.00021231693,0.00039180584,0.00044355064,0.00023860039,0.00040548216,0.0002927897],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010584042,0.00021979373,0.00665754,0.00021080508,0.000033195094,0.00089849404,0.0006471351,0.003134357,0.9800806,0.0002547309,0.00018891183,0.0066160797],"study_design_scores_gemma":[0.000045250923,0.0072487416,0.07865643,0.000024042509,0.00017728806,0.00085471926,0.0008760395,0.009294104,0.8998913,0.00016309615,0.002714337,0.000054547643],"about_ca_topic_score_codex":0.00093327503,"about_ca_topic_score_gemma":0.0010293091,"teacher_disagreement_score":0.0026020193,"about_ca_system_score_codex":0.0001552751,"about_ca_system_score_gemma":0.00015068892,"threshold_uncertainty_score":0.008704603},"labels":[],"label_agreement":null},{"id":"W1997333048","doi":"10.1177/0021998310380286","title":"Effect of transport properties of fiber types on steel reinforcement corrosion","year":2010,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"","keywords":"Corrosion; Materials science; Composite material; Fiber; Reinforcement; Polypropylene; Resist; Polyvinyl alcohol; Fiber-reinforced concrete","score_opus":0.007769115903427227,"score_gpt":0.21968613925179084,"score_spread":0.21191702334836363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997333048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983273,0.0006136529,0.0007167382,0.0000103275615,0.00001121274,0.000011432366,0.000044202166,0.000014820577,0.00025027693],"genre_scores_gemma":[0.997912,0.00042649053,0.0010101554,0.000010118635,0.0000064947158,0.00000697214,0.00007517735,0.000021349137,0.00053132605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959296,0.00011289147,0.000046325884,0.000081074955,0.000097105665,0.00006962866],"domain_scores_gemma":[0.9989801,0.0003396363,0.000320624,0.000054774984,0.00021010979,0.0000947799],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005808212,0.0007740551,0.0003542114,0.00038886527,0.0002165482,0.00047854485,0.00018164433,0.00038458197,0.00083523116],"category_scores_gemma":[0.0013422046,0.00031013056,0.00046828346,0.0002019243,0.00021278,0.00070355594,0.00019499153,0.00039712622,0.00017299695],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033646257,0.00003782086,0.0009829194,0.00007484733,0.000024040035,0.0000695073,0.000030675976,0.00037486712,0.9961033,0.000014531501,0.000007875139,0.0019433629],"study_design_scores_gemma":[0.000005270979,0.0009840938,0.0042969207,0.000009994379,0.0000582506,0.00011584339,0.000036966812,0.0007662471,0.9933884,0.000007933736,0.00032171846,0.0000082650095],"about_ca_topic_score_codex":0.001366997,"about_ca_topic_score_gemma":0.0018306612,"teacher_disagreement_score":0.001366997,"about_ca_system_score_codex":0.00027287248,"about_ca_system_score_gemma":0.00015710395,"threshold_uncertainty_score":0.0030716658},"labels":[],"label_agreement":null},{"id":"W1997647530","doi":"10.1520/jte101649","title":"Flexural Strength of Ceramic and Glass Rods","year":2009,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":51,"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":"Flexural strength; Rod; Materials science; Composite material; Ceramic; Glass-ceramic","score_opus":0.04301329866253495,"score_gpt":0.2982813357006065,"score_spread":0.25526803703807155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997647530","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99226576,0.0012534355,0.001416257,0.000020569074,0.000055078515,0.000037592752,0.0009906488,0.00009571946,0.003864953],"genre_scores_gemma":[0.994676,0.0003257254,0.0006776809,0.00001635594,0.000006873435,0.000015185715,0.00067606836,0.000019071038,0.0035870431],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991192,0.00006399986,0.000072312505,0.00014330087,0.00049340574,0.00010775847],"domain_scores_gemma":[0.9988741,0.00015645527,0.00023974015,0.00008987658,0.00043258048,0.00020724208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006282464,0.00044831922,0.00029390334,0.0008990682,0.0002844165,0.00022384495,0.00044709226,0.00035280336,0.004154977],"category_scores_gemma":[0.0011398081,0.00020742574,0.00026757285,0.0007147585,0.0003607004,0.00038479432,0.00046523658,0.00031249187,0.0010081428],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00060635264,0.000033517008,0.0038678637,0.00015703768,0.000023455392,0.00019705259,0.00020573741,0.0009345865,0.98272437,0.00026503406,0.00027201092,0.010712992],"study_design_scores_gemma":[0.000019004083,0.0024192354,0.06342824,0.000057454232,0.00006174895,0.0005176783,0.00045700624,0.0015768198,0.92458314,0.00014142173,0.0066757584,0.00006252367],"about_ca_topic_score_codex":0.0021782967,"about_ca_topic_score_gemma":0.0031870354,"teacher_disagreement_score":0.004154977,"about_ca_system_score_codex":0.00030005313,"about_ca_system_score_gemma":0.00028234697,"threshold_uncertainty_score":0.013899803},"labels":[],"label_agreement":null},{"id":"W2001361050","doi":"10.1680/coma.800062","title":"Engineering properties of concrete made with slate waste","year":2010,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Construction Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":23,"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 Ottawa","keywords":"Aggregate (composite); Cracking; Mortar; Materials science; Compressive strength; Cement; Composite material; Microstructure; Properties of concrete; Geotechnical engineering; Elastic modulus; Metallurgy; Geology","score_opus":0.006274776784019089,"score_gpt":0.16765355169564047,"score_spread":0.1613787749116214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001361050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998083,0.00009055214,0.0009694761,0.000004660364,0.000002414705,0.000005832877,0.000054468896,0.000015755439,0.0007738155],"genre_scores_gemma":[0.99902344,0.000046998244,0.00032266646,0.0000034014743,6.5058845e-7,0.000002429281,0.00010331783,0.0000057003217,0.0004915252],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996767,0.000027187749,0.00002143921,0.000028942726,0.00020303435,0.000042630287],"domain_scores_gemma":[0.99972945,0.000052683634,0.00008394001,0.000021153159,0.00007747886,0.000035291378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022195515,0.00028634229,0.00016926866,0.00040841298,0.00015573596,0.0002646589,0.0001313419,0.00026370052,0.0007719995],"category_scores_gemma":[0.0005757693,0.00019049848,0.00021853254,0.00023439626,0.00030485267,0.00020380886,0.00023670113,0.0001933901,0.00021743204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008992004,0.000019357647,0.0050583645,0.00004632966,0.000009506461,0.00017963498,0.000072083065,0.0058398307,0.98585284,0.000069651476,0.000019156167,0.0027433154],"study_design_scores_gemma":[0.000012328864,0.0008810598,0.111689076,0.00001935386,0.000045700428,0.0007005087,0.000226007,0.00988631,0.8745149,0.00012305765,0.0018744548,0.000027425081],"about_ca_topic_score_codex":0.001148698,"about_ca_topic_score_gemma":0.0028003757,"teacher_disagreement_score":0.001148698,"about_ca_system_score_codex":0.00024069451,"about_ca_system_score_gemma":0.00021026969,"threshold_uncertainty_score":0.0025826097},"labels":[],"label_agreement":null},{"id":"W2002539277","doi":"10.1139/l07-114","title":"Ultra-high performance fibre reinforced concrete mix design in central Canada","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal; University of Toronto","funders":"","keywords":"Precast concrete; Shrinkage; Curing (chemistry); Materials science; Reinforced concrete; Composite material; Structural engineering; Engineering","score_opus":0.009281414465890446,"score_gpt":0.1607885985707905,"score_spread":0.15150718410490005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002539277","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96630013,0.00016596011,0.015612241,0.000028632881,0.0000081307735,0.0002357197,0.0004643958,0.00018843677,0.016996372],"genre_scores_gemma":[0.9739043,0.000095030264,0.013178669,0.00001221013,0.0000011521131,0.00009860027,0.00022860125,0.000042190983,0.012439199],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999665,0.000029412438,0.00001029742,0.000054482807,0.0001514328,0.00008937331],"domain_scores_gemma":[0.9998386,0.000008419359,0.000019796658,0.000006744074,0.0000863864,0.00004003034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023499306,0.0004469787,0.00030243173,0.0007625739,0.0009535395,0.0006517569,0.00065236504,0.00031908858,0.002670245],"category_scores_gemma":[0.00013107441,0.00024385563,0.00024189496,0.0006420167,0.00038283603,0.000138993,0.00030515715,0.00016582456,0.00032462395],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00116588,0.00029747764,0.028396081,0.00026497524,0.0000789334,0.0007299287,0.00050767453,0.20478314,0.669493,0.005730683,0.0013143591,0.087237895],"study_design_scores_gemma":[0.00034577044,0.0035006506,0.19051613,0.00007109327,0.00030585105,0.0006254276,0.0021339967,0.28575906,0.45656314,0.0012746056,0.05871043,0.00019375444],"about_ca_topic_score_codex":0.61503285,"about_ca_topic_score_gemma":0.8539933,"teacher_disagreement_score":0.38496715,"about_ca_system_score_codex":0.009577154,"about_ca_system_score_gemma":0.006102462,"threshold_uncertainty_score":0.7744686},"labels":[],"label_agreement":null},{"id":"W2005527675","doi":"10.1260/2041-4196.1.3.409","title":"Drop-Weight Impact Response of Fibre Reinforced Cement Based Foams","year":2010,"lang":"en","type":"article","venue":"International Journal of Protective Structures","topic":"Innovative concrete reinforcement 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 Alberta","funders":"","keywords":"Materials science; Composite material; Relative density; Portland cement; Flexural strength; Compressive strength; Toughness; Brittleness; Polypropylene; Drop (telecommunication); Compression (physics); Modulus; Cement; Microstructure","score_opus":0.0068068613936610785,"score_gpt":0.26823084467815683,"score_spread":0.26142398328449573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005527675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99862826,0.00013001135,0.00083039486,0.000007958306,0.000004422133,0.0000073505153,0.00009546421,0.0000261658,0.00027000628],"genre_scores_gemma":[0.9986614,0.000095537056,0.00043501414,0.000015946685,0.0000022145343,0.000005844495,0.00013982474,0.000008607943,0.00063549454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997135,0.00002065009,0.000013045727,0.00003295906,0.00014964156,0.00007021857],"domain_scores_gemma":[0.99961025,0.00016093695,0.00006094175,0.000021412978,0.000097871954,0.000048664537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021809978,0.00033045124,0.00026260663,0.00057815097,0.00019865055,0.00017505101,0.00022196512,0.00042317275,0.003056038],"category_scores_gemma":[0.00055298046,0.00022014977,0.00027622533,0.00021739119,0.00032643453,0.0003084401,0.00027301433,0.00033553145,0.0003118811],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014712935,0.000015621197,0.0014922513,0.00003079731,0.0000075215253,0.00013499185,0.000085915926,0.0005941489,0.99493116,0.00001326166,0.000017040022,0.002530214],"study_design_scores_gemma":[0.0000070833576,0.00089981867,0.028623607,0.000009338527,0.000013046927,0.0002951941,0.000120238125,0.0036590227,0.9658799,0.000036852158,0.00044038464,0.000015487714],"about_ca_topic_score_codex":0.0009292309,"about_ca_topic_score_gemma":0.0014440977,"teacher_disagreement_score":0.003056038,"about_ca_system_score_codex":0.0001599975,"about_ca_system_score_gemma":0.00006969197,"threshold_uncertainty_score":0.010223508},"labels":[],"label_agreement":null},{"id":"W2007295488","doi":"10.1504/ijmpt.2005.007729","title":"Process dependence of shotcrete for repairs","year":2005,"lang":"en","type":"article","venue":"International Journal of Materials and Product Technology","topic":"Innovative concrete reinforcement 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 British Columbia; University of Alberta","funders":"","keywords":"Shotcrete; Materials science; Toughness; Composite material; Penetration (warfare); Structural engineering; Metallurgy; Engineering","score_opus":0.009831928682708282,"score_gpt":0.2656183962918676,"score_spread":0.25578646760915935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007295488","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9793265,0.0012377371,0.012562903,0.00003977455,0.00003304878,0.00010648587,0.00024640202,0.00038186353,0.0060652536],"genre_scores_gemma":[0.99548835,0.0002772073,0.0016932873,0.000011425476,0.0000050297526,0.00002243272,0.00017779868,0.00006137816,0.0022632403],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991985,0.00006556353,0.00003967235,0.0001694049,0.00039376496,0.00013314738],"domain_scores_gemma":[0.9976286,0.00077550736,0.0005245241,0.00022715653,0.0007192432,0.00012500623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056655915,0.00035661436,0.00035895896,0.00078119,0.0003741709,0.00071981415,0.00052666606,0.0004907533,0.0070381197],"category_scores_gemma":[0.002103359,0.00032437523,0.0003957447,0.00039889675,0.0003284067,0.0007568648,0.0005167267,0.0005150116,0.0013345852],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003410379,0.00011966117,0.0032097867,0.00030443343,0.000023732746,0.00040704085,0.0001704201,0.00519311,0.963878,0.00043692268,0.00014254758,0.025773285],"study_design_scores_gemma":[0.000020059324,0.0027515043,0.07943629,0.0000318367,0.000068417496,0.0009860725,0.00036832347,0.010147852,0.9007698,0.0002742236,0.0051073777,0.000038176575],"about_ca_topic_score_codex":0.00082942954,"about_ca_topic_score_gemma":0.0022489757,"teacher_disagreement_score":0.0070381197,"about_ca_system_score_codex":0.00037553004,"about_ca_system_score_gemma":0.00033724346,"threshold_uncertainty_score":0.023544848},"labels":[],"label_agreement":null},{"id":"W2007305704","doi":"10.1007/s10704-008-9199-1","title":"Cyclic loading and fracture mechanics of Ductal® concrete","year":2007,"lang":"en","type":"article","venue":"International Journal of Fracture","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Silica fume; Superplasticizer; Materials science; Compressive strength; Composite material; Flexural strength; Cement; Fracture mechanics; Aggregate (composite)","score_opus":0.00693628078647509,"score_gpt":0.2501030166501518,"score_spread":0.24316673586367668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007305704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985311,0.000082397535,0.00028992599,0.000013758512,0.0000035881742,0.000003487985,0.000057777088,0.000014496948,0.0010034832],"genre_scores_gemma":[0.99925,0.000024337178,0.000081797705,0.000004379211,0.0000013844369,0.000001912127,0.000035523222,0.0000048495594,0.0005957502],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982494,0.000016346834,0.000008346819,0.000027925076,0.000072774325,0.000049680577],"domain_scores_gemma":[0.9996087,0.00017320328,0.000061211926,0.000030053732,0.00008200753,0.00004485242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023230334,0.0001913242,0.00019241896,0.00054047734,0.0003515247,0.0003132507,0.00041206606,0.00058352505,0.0035041892],"category_scores_gemma":[0.0007832801,0.0002613368,0.0002010287,0.0003377332,0.0005904501,0.00023121461,0.00029692057,0.00033998064,0.00031520275],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024166123,0.00031691833,0.020458255,0.00012709398,0.0000363929,0.0008321545,0.0005603645,0.043750666,0.9044482,0.0017949201,0.00059482484,0.024663555],"study_design_scores_gemma":[0.00006946801,0.001559184,0.2281873,0.00005529195,0.00006902041,0.0007935142,0.0006751644,0.24078292,0.52373445,0.0012057596,0.0027586624,0.000109285706],"about_ca_topic_score_codex":0.0052007237,"about_ca_topic_score_gemma":0.0064862254,"teacher_disagreement_score":0.0052007237,"about_ca_system_score_codex":0.0004754279,"about_ca_system_score_gemma":0.0003531057,"threshold_uncertainty_score":0.011722684},"labels":[],"label_agreement":null},{"id":"W2007977996","doi":"10.1007/bf02486486","title":"Flexural fatigue behavior of steel fibre reinforced concrete before and after cracking","year":2001,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Materials science; Cracking; Fiber-reinforced concrete; Composite material; Flexural strength; Solid mechanics; Fiber; Cement; Fatigue limit; Structural engineering","score_opus":0.012016607797536145,"score_gpt":0.23841343779374538,"score_spread":0.22639682999620925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007977996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99929345,0.00013356522,0.00019486816,0.000004708428,0.0000034829764,0.0000021558997,0.00005667829,0.00001101495,0.0003001274],"genre_scores_gemma":[0.9990074,0.00004778929,0.000088550616,0.0000038058001,0.0000015403932,0.0000024236306,0.0001398756,0.000004506673,0.00070419576],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998416,0.0000108357535,0.000008208215,0.000028431792,0.000052872514,0.000058010424],"domain_scores_gemma":[0.99952185,0.00011876996,0.00006581909,0.00003622272,0.00019103795,0.00006633367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019313986,0.00023586467,0.0002862383,0.0006103459,0.00028653018,0.00013489008,0.00031957784,0.0005695004,0.0022783559],"category_scores_gemma":[0.0006432183,0.00018806066,0.0002747775,0.0002543028,0.0004168178,0.00036024646,0.00016202727,0.0003091584,0.00033255987],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013952866,0.00014386357,0.0082488,0.00008247597,0.000024990202,0.00034338157,0.0003009208,0.004884949,0.97330904,0.00013339623,0.00017039766,0.010962561],"study_design_scores_gemma":[0.000047520964,0.0030204852,0.34370038,0.00004220673,0.00007127553,0.000694918,0.00042890833,0.035431955,0.6150545,0.00014724306,0.0012886046,0.000071919414],"about_ca_topic_score_codex":0.0052318135,"about_ca_topic_score_gemma":0.008396347,"teacher_disagreement_score":0.0052318135,"about_ca_system_score_codex":0.00026882146,"about_ca_system_score_gemma":0.00017094155,"threshold_uncertainty_score":0.010402739},"labels":[],"label_agreement":null},{"id":"W2011817592","doi":"10.1139/l07-133","title":"Évaluation des bétons à retrait compensé pour les travaux de réparation","year":2008,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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 Laval; Université de Sherbrooke","funders":"","keywords":"Humanities; Physics; Political science; Art","score_opus":0.0449314622464987,"score_gpt":0.2261190191269345,"score_spread":0.1811875568804358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011817592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9712819,0.0071223457,0.013129616,0.00017816301,0.00015890198,0.00025882103,0.00019436279,0.000105838015,0.007570206],"genre_scores_gemma":[0.9771951,0.0025866705,0.01231896,0.00006436936,0.00002327465,0.00016259152,0.00020836049,0.00004231256,0.0073984778],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99854666,0.0002321504,0.000075271804,0.00016846783,0.00083033525,0.00014716774],"domain_scores_gemma":[0.9985252,0.00035552983,0.00033651595,0.000100928126,0.0005542351,0.00012763853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016427869,0.000743264,0.00070451,0.0010438379,0.0005661292,0.0008104403,0.00090360263,0.0008258444,0.0041340073],"category_scores_gemma":[0.0021916714,0.0003264697,0.0006762481,0.0005717106,0.0005300895,0.0009525547,0.0004981404,0.00079459144,0.0008032293],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014315636,0.0007903964,0.0058303303,0.0026155866,0.00015019542,0.00032944852,0.0010087963,0.007547286,0.86024255,0.0014586797,0.00065156486,0.117943555],"study_design_scores_gemma":[0.00010602484,0.020042453,0.05426818,0.0006936893,0.000572416,0.0006867508,0.0021113518,0.011833279,0.85570866,0.0009421672,0.052855868,0.00017922782],"about_ca_topic_score_codex":0.003052009,"about_ca_topic_score_gemma":0.00936334,"teacher_disagreement_score":0.0041340073,"about_ca_system_score_codex":0.0008251459,"about_ca_system_score_gemma":0.0009227976,"threshold_uncertainty_score":0.013829589},"labels":[],"label_agreement":null},{"id":"W2012102428","doi":"10.1016/j.conbuildmat.2009.02.036","title":"Characteristics of mortar and concrete containing fine aggregate manufactured from recycled waste polyethylene terephthalate bottles","year":2009,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":338,"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":"Aggregate (composite); Materials science; Polyethylene terephthalate; Mortar; Absorption of water; Fineness; Compressive strength; Slump; Composite material; Superplasticizer; Concrete slump test","score_opus":0.0076520988376636975,"score_gpt":0.2128369953880963,"score_spread":0.20518489655043262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012102428","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981184,0.00013952526,0.0007227711,0.0000041642465,0.000003164589,0.000014090087,0.0001901052,0.000021024262,0.0007867671],"genre_scores_gemma":[0.99807125,0.00008988805,0.00039721015,0.000005529875,0.0000015647195,0.0000080987475,0.00025429996,0.000009105701,0.0011629788],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973243,0.000017019378,0.000022385977,0.000033465192,0.00016799702,0.000026638672],"domain_scores_gemma":[0.9995321,0.00007630138,0.00018236043,0.000017291119,0.0001403219,0.00005166198],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015114322,0.00022204957,0.00015898162,0.0005446388,0.00011347574,0.0001973846,0.00012561714,0.00023687996,0.0008683872],"category_scores_gemma":[0.0004438882,0.00015484839,0.00017963002,0.0003574622,0.0001358699,0.00023344636,0.00012784424,0.00018581728,0.00025852106],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016257535,0.000036203957,0.009625742,0.00005817532,0.000008602967,0.00023639375,0.00011028982,0.00089873146,0.984892,0.00004608846,0.000041755236,0.0038834456],"study_design_scores_gemma":[0.000008036265,0.0012708934,0.24052954,0.000011960944,0.00003708002,0.0009921562,0.0002717641,0.002187302,0.7529088,0.000046051475,0.0017026182,0.000033829292],"about_ca_topic_score_codex":0.0010928466,"about_ca_topic_score_gemma":0.0020269542,"teacher_disagreement_score":0.0010928466,"about_ca_system_score_codex":0.00014302114,"about_ca_system_score_gemma":0.00010723886,"threshold_uncertainty_score":0.0029050112},"labels":[],"label_agreement":null},{"id":"W2016445431","doi":"10.1061/(asce)mt.1943-5533.0001276","title":"Shear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Aggregate (composite); Cracking; Composite material; Compressive strength; Shear (geology); Self-consolidating concrete; Volume fraction","score_opus":0.015633253064513793,"score_gpt":0.2253350416412789,"score_spread":0.2097017885767651,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016445431","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987172,0.00015112683,0.00075987476,0.0000038492053,0.000003815596,0.0000069742396,0.000096148404,0.000016248998,0.0002447402],"genre_scores_gemma":[0.9980558,0.00016161756,0.00095810916,0.000008734097,0.0000021998965,0.000010277196,0.00016130359,0.000006165468,0.00063581736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996006,0.000038763683,0.000043455104,0.00007813427,0.00019113028,0.000047889273],"domain_scores_gemma":[0.9993655,0.00013758792,0.00017243325,0.000041324194,0.0002089282,0.00007419602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006581321,0.0005514961,0.00030772926,0.0007381278,0.00018797118,0.0001860724,0.00021264107,0.00028453584,0.0013518281],"category_scores_gemma":[0.0004897231,0.0003055161,0.00031808292,0.00036066276,0.00028465036,0.00024723852,0.00028779203,0.0002993765,0.00023607883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040477773,0.000044071236,0.015600038,0.000052422107,0.000039798342,0.00007979014,0.0001582671,0.0040506907,0.9735205,0.000085552456,0.00004073887,0.005923286],"study_design_scores_gemma":[0.000014710429,0.0015011036,0.09881805,0.000021114565,0.00009474468,0.00011687228,0.0002147508,0.0134521695,0.8848915,0.000053361473,0.0007957979,0.000025854813],"about_ca_topic_score_codex":0.0015890374,"about_ca_topic_score_gemma":0.0037742225,"teacher_disagreement_score":0.0015890374,"about_ca_system_score_codex":0.00023236204,"about_ca_system_score_gemma":0.00016769319,"threshold_uncertainty_score":0.0045223236},"labels":[],"label_agreement":null},{"id":"W2017126425","doi":"10.4028/www.scientific.net/kem.629-630.37","title":"Hodder Avenue Underpass: An Innovative Bridge Solution with Ultra-High Performance Fibre-Reinforced Concrete","year":2014,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Precast concrete; Pier; Structural engineering; Girder; Engineering; Durability; Materials science; Composite material","score_opus":0.009255370989131219,"score_gpt":0.19411765940742792,"score_spread":0.18486228841829672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017126425","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52898866,0.0038020345,0.33625302,0.0019809508,0.00149832,0.0007828759,0.00042966742,0.007111697,0.11915279],"genre_scores_gemma":[0.70257956,0.0017510933,0.12762567,0.00062559516,0.00017793635,0.00023142606,0.0008027333,0.00041024794,0.16579577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994923,0.000029307574,0.000014205396,0.00006372625,0.00029623267,0.000104260616],"domain_scores_gemma":[0.99982077,0.000006546383,0.00001728345,0.000019857323,0.00005788935,0.00007765994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038631854,0.00057412614,0.00028984481,0.0007164966,0.000527314,0.0009482219,0.0014887133,0.0012784798,0.011786071],"category_scores_gemma":[0.00026685212,0.00027105768,0.00038349134,0.00030468128,0.0002669852,0.0011969125,0.0019908387,0.00074813986,0.0033531445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033030307,0.0011991226,0.0027315887,0.00036758836,0.000068451474,0.0019992783,0.0008467285,0.006192179,0.48731494,0.012092858,0.029656826,0.4572001],"study_design_scores_gemma":[0.0004548103,0.0057002027,0.014661137,0.00035875943,0.00027657446,0.007250392,0.0020049496,0.0931331,0.21567331,0.0053956234,0.65484667,0.00024454115],"about_ca_topic_score_codex":0.0021005904,"about_ca_topic_score_gemma":0.00801638,"teacher_disagreement_score":0.011786071,"about_ca_system_score_codex":0.00042355555,"about_ca_system_score_gemma":0.0006705266,"threshold_uncertainty_score":0.039428353},"labels":[],"label_agreement":null},{"id":"W2018068524","doi":"10.1177/0021998311401089","title":"Durability performance of fiber-reinforced concrete in severe environments","year":2011,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"","keywords":"Materials science; Durability; Composite material; Carbonation; Fiber-reinforced concrete; Scanning electron microscope; Polypropylene; Fiber; Toughness; Polyvinyl alcohol","score_opus":0.014377745233424789,"score_gpt":0.20338156887142894,"score_spread":0.18900382363800416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018068524","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994167,0.00019406334,0.00023792402,0.000003490925,0.0000018103083,0.0000029527246,0.000017669912,0.0000041215612,0.00012132389],"genre_scores_gemma":[0.9990681,0.00013784376,0.00030934054,0.000004591309,0.0000013073953,0.0000024834435,0.00005025162,0.0000031735385,0.00042309432],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998486,0.000020973595,0.00001200543,0.00003353125,0.00005456421,0.000030286777],"domain_scores_gemma":[0.99976116,0.00003145551,0.000060921433,0.00001934535,0.000068215886,0.000058987862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026855862,0.00038018776,0.00030230806,0.00016461496,0.00019420296,0.00019283587,0.000138838,0.00028361255,0.0007064245],"category_scores_gemma":[0.0002901689,0.00016135444,0.00023927973,0.000103058876,0.00016755861,0.0002218828,0.00022997065,0.000246748,0.00013255783],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012774485,0.00001750175,0.0022276929,0.000034239754,0.000010666099,0.0000545777,0.000053895932,0.00027548135,0.9959479,0.000010606637,0.000006027524,0.0012336648],"study_design_scores_gemma":[0.0000058810906,0.0014898394,0.0331881,0.000010857268,0.000040896626,0.00026963296,0.00009795483,0.0008922684,0.96350247,0.00001858605,0.00047251972,0.000010953051],"about_ca_topic_score_codex":0.0015094976,"about_ca_topic_score_gemma":0.002896694,"teacher_disagreement_score":0.0015094976,"about_ca_system_score_codex":0.00018837993,"about_ca_system_score_gemma":0.00020227692,"threshold_uncertainty_score":0.003001392},"labels":[],"label_agreement":null},{"id":"W2018127365","doi":"10.1007/s11431-009-0084-6","title":"Toughness and characterization of reactive powder concrete with ultra-high strength","year":2009,"lang":"en","type":"article","venue":"Science in China. Series E, Technological sciences/Science in China. Series E, Technological Sciences","topic":"Innovative concrete reinforcement 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 Calgary","funders":"","keywords":"Toughness; Materials science; Composite material; Deformation (meteorology); Fracture toughness; Bending","score_opus":0.010034682855847158,"score_gpt":0.2401045086064678,"score_spread":0.23006982575062063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018127365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940883,0.0002840717,0.004537343,0.00002347918,0.0000119078295,0.00002268469,0.0001586282,0.00003644946,0.0008372925],"genre_scores_gemma":[0.99739134,0.000087810775,0.0011697205,0.000012161364,0.000004373672,0.000011136505,0.00017484471,0.000009292254,0.0011391559],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997416,0.00002407778,0.000022253318,0.000050283485,0.00013267227,0.000029136254],"domain_scores_gemma":[0.9995216,0.000112304435,0.00012578412,0.000028778173,0.00014911896,0.00006244135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000333173,0.00024754682,0.00016811393,0.00080860854,0.00019583465,0.00014840977,0.000317841,0.0003443497,0.0014050424],"category_scores_gemma":[0.00040060515,0.0002473628,0.00028842324,0.000265398,0.0002892163,0.000298119,0.00024784674,0.0003155061,0.00023760696],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007050753,0.00001591932,0.0011926598,0.00001930976,0.000007200503,0.000032201184,0.000037827594,0.00032271357,0.9969382,0.000048358426,0.000025722185,0.0012893913],"study_design_scores_gemma":[0.000011939789,0.00039703856,0.041800097,0.0000065186236,0.000028546892,0.00021028423,0.000104347324,0.005214703,0.9514136,0.000068797126,0.0007276952,0.000016466824],"about_ca_topic_score_codex":0.0013611738,"about_ca_topic_score_gemma":0.0020270487,"teacher_disagreement_score":0.0014050424,"about_ca_system_score_codex":0.00016242465,"about_ca_system_score_gemma":0.00016897696,"threshold_uncertainty_score":0.004700303},"labels":[],"label_agreement":null},{"id":"W2020050424","doi":"10.1617/s11527-012-9989-9","title":"Mechanical properties of prestressed self-consolidating concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke","funders":"","keywords":"Precast concrete; Self-consolidating concrete; Materials science; Flexural strength; Slump; Compressive strength; Composite material; Solid mechanics; Aggregate (composite); Superplasticizer; Prestressed concrete; Elastic modulus; Properties of concrete; Structural engineering; Geotechnical engineering; Engineering","score_opus":0.014504998848500966,"score_gpt":0.20852883015482182,"score_spread":0.19402383130632087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020050424","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983183,0.0001783611,0.00036993172,0.000014821222,0.000009863707,0.0000067546453,0.0001450335,0.000022988199,0.00093392964],"genre_scores_gemma":[0.99845636,0.000051377297,0.00018815038,0.0000065211602,0.000003371908,0.0000034799891,0.00018076808,0.0000054749685,0.0011045369],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99946755,0.000042234995,0.000031586398,0.00007805358,0.00029442844,0.000086197106],"domain_scores_gemma":[0.99923563,0.0002145344,0.0001694983,0.00008354134,0.00020249702,0.00009428631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004757552,0.0004244666,0.00029446345,0.0006767626,0.00027344387,0.00026575732,0.0005124894,0.0006144248,0.0025595997],"category_scores_gemma":[0.0010066805,0.00032488746,0.0002842845,0.00046792737,0.00073563313,0.00036444343,0.00028021954,0.00048510288,0.00036623672],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008232982,0.000108046326,0.004310698,0.0001019317,0.000033764572,0.00026832975,0.00017367465,0.012012574,0.9755897,0.00046182686,0.00021763373,0.0058985865],"study_design_scores_gemma":[0.000075660435,0.0022527594,0.116977006,0.00003519208,0.00007544025,0.00040052968,0.00038448407,0.051445242,0.82554257,0.00026394613,0.0024612402,0.000085858876],"about_ca_topic_score_codex":0.0022031937,"about_ca_topic_score_gemma":0.0035982188,"teacher_disagreement_score":0.0025595997,"about_ca_system_score_codex":0.00027002746,"about_ca_system_score_gemma":0.00035383928,"threshold_uncertainty_score":0.008562744},"labels":[],"label_agreement":null},{"id":"W2020199373","doi":"10.1007/s40069-015-0096-5","title":"Lightweight Self-consolidating Concrete with Expanded Shale Aggregates: Modelling and Optimization","year":2015,"lang":"en","type":"article","venue":"International Journal of Concrete Structures and Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":69,"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; LafargeHolcim (Canada)","funders":"","keywords":"Self-consolidating concrete; Sieve (category theory); Materials science; Structural material; Compressive strength; Slump; Composite material; Geotechnical engineering; Engineering; Mathematics","score_opus":0.013682763032776534,"score_gpt":0.2293057979646914,"score_spread":0.21562303493191484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020199373","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":[0.49126017,0.00077780616,0.49712637,0.0001632938,0.000022222623,0.00017395642,0.00059992477,0.00049854495,0.009377716],"genre_scores_gemma":[0.96533805,0.0005023864,0.029969499,0.000017047952,0.000007762972,0.0002294205,0.00031148177,0.000073262396,0.0035511258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975294,0.00006701226,0.000014354002,0.000037369933,0.00009396252,0.000034478115],"domain_scores_gemma":[0.9994549,0.0003290715,0.000103265105,0.00002665984,0.000068776404,0.000017277422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006219685,0.0007509524,0.0008629601,0.000599273,0.0002451602,0.0006740736,0.00063906045,0.0008801642,0.0008558395],"category_scores_gemma":[0.0009619898,0.0005931089,0.0010018107,0.0005155143,0.0004011551,0.0005020416,0.00040582224,0.0004804154,0.00026749633],"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":[0.000005310343,0.000009932614,0.00021340692,0.000009999144,0.0000037711602,0.0000058056225,0.000004272958,0.99790883,0.00057548535,0.0002524106,0.000015705917,0.000995135],"study_design_scores_gemma":[9.385193e-7,0.000007488821,0.00010250341,9.947513e-7,0.00000191127,0.0000017117521,0.000002063582,0.99939287,0.00033126393,0.00009203658,0.00006471871,0.0000014958243],"about_ca_topic_score_codex":0.008968223,"about_ca_topic_score_gemma":0.0077705635,"teacher_disagreement_score":0.008968223,"about_ca_system_score_codex":0.0008048456,"about_ca_system_score_gemma":0.0010704129,"threshold_uncertainty_score":0.01783204},"labels":[],"label_agreement":null},{"id":"W2021157587","doi":"10.1061/(asce)mt.1943-5533.0001272","title":"Mechanical Properties of Fiber-Reinforced Concrete Made with Basalt Filament Fibers","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":118,"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":"Basalt fiber; Materials science; Fiber; Composite material; Compressive strength; Modulus; Fiber-reinforced concrete; Basalt; Glass fiber; Casting; Young's modulus; Protein filament; Geology","score_opus":0.020745119274523115,"score_gpt":0.20799056556095338,"score_spread":0.18724544628643028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021157587","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932206,0.00011220183,0.00027108277,0.000002970424,0.000002542144,0.00000469908,0.00004308671,0.000006866277,0.00023459183],"genre_scores_gemma":[0.9989926,0.00007773604,0.00047340087,0.000003020781,0.0000013239813,0.0000036612605,0.00010423175,0.000004185967,0.00033983687],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997427,0.000019447823,0.000016136164,0.000033428023,0.0001579116,0.00003042852],"domain_scores_gemma":[0.9996007,0.000053246175,0.00013211321,0.000028575712,0.00012116617,0.0000641017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024162067,0.0003698991,0.00016178968,0.00048376122,0.00013369649,0.00012561485,0.00016791928,0.0002629842,0.00056892796],"category_scores_gemma":[0.0004104148,0.00016703189,0.00020091834,0.0003023781,0.00022188133,0.0001788553,0.00012234037,0.0002542759,0.000121301055],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010497246,0.000034062312,0.0041128863,0.000037136604,0.000009508298,0.00008806592,0.000037533493,0.0010173339,0.9924142,0.000028019564,0.000015424,0.0021009995],"study_design_scores_gemma":[0.00001477619,0.0017532684,0.120625496,0.000018068016,0.000039425384,0.0003330728,0.00012611217,0.0052219345,0.87074476,0.000024398181,0.0010762351,0.000022467402],"about_ca_topic_score_codex":0.001476009,"about_ca_topic_score_gemma":0.0032881894,"teacher_disagreement_score":0.001476009,"about_ca_system_score_codex":0.00016762572,"about_ca_system_score_gemma":0.00015693717,"threshold_uncertainty_score":0.0029348135},"labels":[],"label_agreement":null},{"id":"W2021201480","doi":"10.1139/l00-026","title":"Les bétons renforcés de fibres d'acier et la multifissuration","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Cracking; Shrinkage; Materials science; Composite material; Ultimate tensile strength; Fiber-reinforced concrete; Tension (geology); Reinforcement; Cement; Reinforced concrete; Structural engineering; Engineering","score_opus":0.010245015230629179,"score_gpt":0.2204981784720394,"score_spread":0.21025316324141022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021201480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9743205,0.0014142127,0.015677163,0.00013332284,0.000043700893,0.000022830809,0.00007310124,0.00013475401,0.00818048],"genre_scores_gemma":[0.98242915,0.00078097824,0.0052543627,0.00002028254,0.000065284665,0.000034320612,0.00008791835,0.00006143136,0.011266289],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99816906,0.00032075561,0.00003900529,0.0003367219,0.00096366927,0.0001706522],"domain_scores_gemma":[0.9946286,0.0027850904,0.0010844496,0.0003201353,0.00066804956,0.00051373965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001317666,0.0012881763,0.00053376786,0.0014252444,0.0009993612,0.0014645276,0.00059548253,0.0014995999,0.004999404],"category_scores_gemma":[0.00589446,0.0006196157,0.0006431432,0.00039236352,0.0020076632,0.001793733,0.00037358864,0.0018107212,0.00087237504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015093709,0.0003196481,0.03897944,0.00043586636,0.00015463542,0.0020109538,0.0021518557,0.031634156,0.7324342,0.029812774,0.00050339,0.16005372],"study_design_scores_gemma":[0.00023277126,0.001778626,0.4413124,0.00019515243,0.00013026388,0.0075218603,0.0016321987,0.07706742,0.4230121,0.0078013754,0.039064422,0.00025148972],"about_ca_topic_score_codex":0.012311235,"about_ca_topic_score_gemma":0.01382206,"teacher_disagreement_score":0.012311235,"about_ca_system_score_codex":0.0011561133,"about_ca_system_score_gemma":0.0005887872,"threshold_uncertainty_score":0.02447915},"labels":[],"label_agreement":null},{"id":"W2022065938","doi":"10.3141/2155-18","title":"Experimental Short-Wavelength Surface Textures in Portland Cement Concrete Pavements","year":2010,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Portland cement; Wavelength; Skid (aerodynamics); Materials science; Texture (cosmology); Surface finish; Geotechnical engineering; Transverse plane; Christian ministry; Cement; Forensic engineering; Engineering; Geology; Composite material; Structural engineering; Computer science; Law","score_opus":0.06330208180088348,"score_gpt":0.3590755295446607,"score_spread":0.29577344774377723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022065938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931633,0.0000095749665,0.0003040022,0.0000022222341,0.000002018876,0.000014077739,0.000020802394,0.00000772092,0.0003231627],"genre_scores_gemma":[0.99849916,0.000018329292,0.00064385147,0.0000036088181,0.0000012640687,0.00001069844,0.000025337711,0.000007415541,0.000790401],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996182,0.000060944792,0.000018608678,0.000058890404,0.00014964014,0.00009365964],"domain_scores_gemma":[0.99945694,0.00014030279,0.00010779407,0.00008321811,0.00010445607,0.00010719006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003683269,0.00041138803,0.00016652745,0.000402552,0.0004744699,0.00024344954,0.00027591817,0.00026617572,0.0014102578],"category_scores_gemma":[0.0006337343,0.000241433,0.00026879943,0.00023847212,0.00057861983,0.00019785076,0.00034820952,0.00044296586,0.00014667696],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00076559366,0.00035605876,0.004613226,0.000051272847,0.000009662923,0.00019524565,0.00033711866,0.0026272298,0.98715067,0.00011198112,0.00004462533,0.0037372885],"study_design_scores_gemma":[0.00007197908,0.006866258,0.046477523,0.000007876717,0.000027966134,0.00020629108,0.0003686432,0.0024116517,0.9427346,0.00005401245,0.0007527084,0.000020457008],"about_ca_topic_score_codex":0.0059961337,"about_ca_topic_score_gemma":0.0140537,"teacher_disagreement_score":0.0059961337,"about_ca_system_score_codex":0.0004302069,"about_ca_system_score_gemma":0.00022989721,"threshold_uncertainty_score":0.011922479},"labels":[],"label_agreement":null},{"id":"W2023851418","doi":"10.1617/s11527-013-0241-z","title":"High-early-strength ductile cementitious composites with characteristics of low early-age shrinkage for repair of infrastructures","year":2013,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Türkiye Bilimler Akademisi; Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Shrinkage; Materials science; Composite material; Cementitious; Solid mechanics; Compressive strength; Flexural strength; Cement; Ductility (Earth science); Service life; Ultimate tensile strength; Hardening (computing); Portland cement; Creep","score_opus":0.003855166382585101,"score_gpt":0.1815364062853717,"score_spread":0.17768123990278661,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023851418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9796998,0.0014816525,0.015050102,0.000050670402,0.000051538584,0.000038414168,0.00009281494,0.0002597626,0.0032752047],"genre_scores_gemma":[0.99361914,0.00030182977,0.0042529157,0.000015097995,0.0000091897655,0.000016777525,0.000061627165,0.000034649547,0.0016887569],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998784,0.000018995746,0.0000081404605,0.000016149746,0.00005561892,0.000022622766],"domain_scores_gemma":[0.9997017,0.00004201391,0.00009184605,0.00002427107,0.00007222987,0.00006785277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035549965,0.00035086347,0.00017625709,0.00070809026,0.00023072089,0.00021479679,0.00021770629,0.00035561385,0.0011963852],"category_scores_gemma":[0.00033969374,0.00023550222,0.00019285057,0.00026416153,0.00022720752,0.00031960037,0.00025357163,0.00049355935,0.00036517688],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011608658,0.00005939349,0.0006270203,0.000099659635,0.0000050828476,0.00013083594,0.00005295994,0.0015236775,0.9915834,0.00045040122,0.00012102101,0.0052304766],"study_design_scores_gemma":[0.00002642037,0.00052300544,0.008338754,0.000020881587,0.00003677184,0.00044284592,0.00007241734,0.00428097,0.98188514,0.00014659259,0.0042047235,0.000021472708],"about_ca_topic_score_codex":0.0002645169,"about_ca_topic_score_gemma":0.0023384173,"teacher_disagreement_score":0.0011963852,"about_ca_system_score_codex":0.00013968429,"about_ca_system_score_gemma":0.00026180787,"threshold_uncertainty_score":0.0040023327},"labels":[],"label_agreement":null},{"id":"W2024117187","doi":"10.1061/(asce)0899-1561(2003)15:1(54)","title":"Hydration Mechanisms, Microstructure, and Mechanical Properties of Mortars Prepared with Mixed Binder Cement Slurry-Asphalt Emulsion","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":125,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Ministry of Transportation of Ontario","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Emulsion; Materials science; Composite material; Microstructure; Cement; Asphalt; Mortar; Slurry; Compressive strength; Flexural strength; Chemical engineering","score_opus":0.009286638128295246,"score_gpt":0.18727837632289596,"score_spread":0.1779917381946007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024117187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987472,0.00032484691,0.00049435603,0.0000064867077,0.000005205549,0.000007771431,0.000067492816,0.0000142632525,0.00033227718],"genre_scores_gemma":[0.9986634,0.00021600026,0.00042277575,0.000009554949,0.0000033984138,0.0000069676084,0.00010449286,0.000007987443,0.00056534895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999881,0.0000080062855,0.00001033214,0.000024147552,0.00005118369,0.000025271449],"domain_scores_gemma":[0.9998061,0.000039810173,0.000075896234,0.00001029907,0.00003543915,0.000032442793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019283919,0.00028270172,0.0001704388,0.0004303269,0.0001344463,0.00019757797,0.00014359795,0.00023135134,0.0008652964],"category_scores_gemma":[0.00032823175,0.00019757892,0.00024781603,0.00020955515,0.0002561661,0.00022561717,0.00012838223,0.00039368213,0.00018177029],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049361613,0.000012314916,0.0005591882,0.000025070898,0.000005245862,0.00004194131,0.000044582004,0.00019508753,0.9983712,0.000033629898,0.000007633391,0.00065478607],"study_design_scores_gemma":[0.000006561814,0.0003403421,0.024755985,0.0000075747034,0.000027567108,0.00008798285,0.00007905038,0.0009780903,0.973241,0.000027487038,0.0004384929,0.000009793966],"about_ca_topic_score_codex":0.0009896547,"about_ca_topic_score_gemma":0.0015905027,"teacher_disagreement_score":0.0009896547,"about_ca_system_score_codex":0.00018632061,"about_ca_system_score_gemma":0.000101543716,"threshold_uncertainty_score":0.0028947592},"labels":[],"label_agreement":null},{"id":"W2024182323","doi":"10.1617/s11527-008-9440-4","title":"Steel–concrete bond strength of lightweight self-consolidating concrete","year":2008,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":78,"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; Bond strength; Bond; Self-consolidating concrete; Composite material; Aggregate (composite); Solid mechanics; Compressive strength; Slip (aerodynamics); Structural engineering; Engineering; Adhesive","score_opus":0.009113352468196098,"score_gpt":0.2048869581424053,"score_spread":0.1957736056742092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024182323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971988,0.00017164183,0.0010235191,0.000010940731,0.000008436743,0.000006433939,0.000048526268,0.00002187296,0.0015098829],"genre_scores_gemma":[0.99880314,0.00004322464,0.00025849053,0.000003942427,0.0000022066808,0.00000203378,0.00005156718,0.0000042307447,0.00083102635],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963844,0.000045912653,0.000014713481,0.00006452992,0.00018496167,0.00005154606],"domain_scores_gemma":[0.9993856,0.00017694985,0.00012517159,0.000048632915,0.00018906654,0.00007451235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005328887,0.00031077844,0.0002223606,0.00054066646,0.00027037397,0.00023539356,0.0005351168,0.0005168257,0.0026515536],"category_scores_gemma":[0.00093299244,0.00031455338,0.00022195834,0.0002627762,0.0004901327,0.00029115123,0.00031890065,0.0004958948,0.0005000391],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045797942,0.00007662018,0.0026347758,0.00005686819,0.00001768876,0.00014835202,0.00015295307,0.006693586,0.98241824,0.0011719204,0.00015744336,0.006013588],"study_design_scores_gemma":[0.00002448292,0.00075707934,0.025901504,0.0000126657915,0.00004548321,0.00019533256,0.00015425296,0.028861204,0.94226444,0.00032122628,0.00143141,0.000030947274],"about_ca_topic_score_codex":0.001965419,"about_ca_topic_score_gemma":0.00317527,"teacher_disagreement_score":0.0026515536,"about_ca_system_score_codex":0.00038353502,"about_ca_system_score_gemma":0.00045645447,"threshold_uncertainty_score":0.008870304},"labels":[],"label_agreement":null},{"id":"W2025619912","doi":"10.5267/j.ijiec.2013.06.004","title":"Strength improvement of fibre cement product","year":2013,"lang":"en","type":"article","venue":"International Journal of Industrial Engineering Computations","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":15,"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":"Cement; Product (mathematics); Materials science; Composite material; Pulp and paper industry; Engineering; Mathematics","score_opus":0.01941560769902262,"score_gpt":0.23911602365316653,"score_spread":0.2197004159541439,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025619912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77662754,0.0034469618,0.20527327,0.00019333526,0.00009892555,0.00030983522,0.00015542052,0.0007882877,0.013106425],"genre_scores_gemma":[0.9203961,0.0007164753,0.07559871,0.000030951127,0.000017069915,0.00004784305,0.00009744671,0.0000654275,0.0030299379],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99874336,0.0001162692,0.00007384299,0.00013346178,0.00086149154,0.00007157531],"domain_scores_gemma":[0.9991831,0.00012183404,0.00023904663,0.000081729464,0.0003352942,0.00003894755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010310521,0.00057801954,0.0003565273,0.0017627421,0.00033552953,0.000582627,0.0004905108,0.00034267266,0.0015778721],"category_scores_gemma":[0.0014784173,0.00024270073,0.00049376616,0.0006375296,0.00024967373,0.0006586086,0.0005162103,0.00049490505,0.0003929126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001684166,0.00017226997,0.0054648486,0.00037570423,0.000037609192,0.00013133547,0.00016433382,0.004985087,0.8191066,0.0008970196,0.00020906083,0.16828783],"study_design_scores_gemma":[0.000015643847,0.0014837588,0.017441254,0.00004034873,0.000084982734,0.00037124497,0.00009900634,0.0138338795,0.95902985,0.0003396792,0.007229715,0.000030674302],"about_ca_topic_score_codex":0.00062457,"about_ca_topic_score_gemma":0.0016793981,"teacher_disagreement_score":0.0017627421,"about_ca_system_score_codex":0.00054331275,"about_ca_system_score_gemma":0.0005668627,"threshold_uncertainty_score":0.0054528117},"labels":[],"label_agreement":null},{"id":"W2029410083","doi":"10.1139/l06-020","title":"Performance of waterstops at different temperatures","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke; Hydro-Québec","funders":"Hydro-Québec","keywords":"Compatibility (geochemistry); Hydrostatic test; Permeability (electromagnetism); Hydrostatic equilibrium; Materials science; Thermal hydraulics; Thermal; Hydraulic fluid; Composite material; Polyurethane; Hydrostatic pressure; Structural engineering; Engineering; Mechanical engineering; Hydraulic machinery; Heat transfer; Chemistry; Mechanics; Thermodynamics","score_opus":0.004474193031258222,"score_gpt":0.15580818311101505,"score_spread":0.1513339900797568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029410083","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989839,0.000169881,0.00036837423,0.000007643679,0.000007606651,0.000010314219,0.00007905703,0.000024925814,0.00034821054],"genre_scores_gemma":[0.9964754,0.00020284695,0.0010866254,0.00001075635,0.000006625613,0.000017568345,0.0002172831,0.00002623434,0.001956632],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992513,0.000108451546,0.00006626437,0.0001463844,0.00029966113,0.00012786833],"domain_scores_gemma":[0.9988589,0.00019104857,0.0003121608,0.000100531324,0.00035503544,0.00018219328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004987947,0.0006407159,0.00040107706,0.00044974763,0.00041885936,0.00037641427,0.00032343555,0.00048298851,0.0019532635],"category_scores_gemma":[0.0010778382,0.00031848197,0.00047290942,0.00035451745,0.00037116156,0.00048382534,0.0004522109,0.0004210251,0.00048268226],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010010104,0.00016675625,0.0029615986,0.00011643894,0.000030273726,0.00009988171,0.00027952582,0.001609916,0.9886807,0.000058768022,0.000082331295,0.004912826],"study_design_scores_gemma":[0.000012624432,0.0031365028,0.011089189,0.0000147973415,0.00003743165,0.00008455633,0.0001462681,0.0012494274,0.9835292,0.00001561254,0.00066688546,0.000017550621],"about_ca_topic_score_codex":0.0017483133,"about_ca_topic_score_gemma":0.0027665892,"teacher_disagreement_score":0.0019532635,"about_ca_system_score_codex":0.000275656,"about_ca_system_score_gemma":0.0002459079,"threshold_uncertainty_score":0.006534338},"labels":[],"label_agreement":null},{"id":"W2029964451","doi":"10.1617/s11527-010-9662-0","title":"Mechanical properties and size effects in lightweight mortars containing expanded perlite aggregate","year":2010,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":38,"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; Flexural strength; Compressive strength; Portland cement; Mortar; Aggregate (composite); Toughness; Cementitious; Fracture toughness; Perlite; Flexural modulus; Cement","score_opus":0.008403340966743385,"score_gpt":0.20329350239990265,"score_spread":0.19489016143315926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029964451","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993242,0.00016616427,0.00012100277,0.000008058912,0.000004517791,0.0000025427532,0.000026778374,0.000008774619,0.00033797507],"genre_scores_gemma":[0.99929833,0.000049204886,0.00005175616,0.000005808719,0.0000040891036,0.000002560556,0.000042020114,0.0000059632553,0.00054031383],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998159,0.00003070064,0.000010876931,0.000029821482,0.000075165284,0.000037526857],"domain_scores_gemma":[0.9990802,0.0004222006,0.00023216614,0.000048541515,0.00013689497,0.00008006348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030422118,0.00023459569,0.00014581655,0.0003578743,0.00018532661,0.00019234869,0.00027666386,0.0002675022,0.0020619144],"category_scores_gemma":[0.00062952394,0.0002550232,0.00021677128,0.00016257155,0.00047718929,0.000391638,0.00021241636,0.0002669814,0.00031000047],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086269516,0.000088394496,0.001275508,0.000036944508,0.000010661887,0.00009493046,0.00007111041,0.0010598896,0.994822,0.00008251092,0.00005070413,0.0015445736],"study_design_scores_gemma":[0.00003291189,0.0013146144,0.041609984,0.0000047656968,0.000036813897,0.000103379156,0.00015340558,0.0037858998,0.9525262,0.00006833003,0.0003451504,0.000018537125],"about_ca_topic_score_codex":0.0009064858,"about_ca_topic_score_gemma":0.0016002754,"teacher_disagreement_score":0.0020619144,"about_ca_system_score_codex":0.00019703974,"about_ca_system_score_gemma":0.00011584144,"threshold_uncertainty_score":0.0068977475},"labels":[],"label_agreement":null},{"id":"W2031492204","doi":"10.1016/j.conbuildmat.2014.08.089","title":"Correlation between the viscoelastic properties and cracking potential of engineered cementitious composites","year":2014,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Division of Electrical, Communications and Cyber Systems","keywords":"Shrinkage; Materials science; Cracking; Composite material; Viscoelasticity; Creep; Ultimate tensile strength; Cementitious; Cement","score_opus":0.010045208020676164,"score_gpt":0.19241829997223725,"score_spread":0.1823730919515611,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031492204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99913377,0.000044480872,0.0006052182,0.0000038522803,8.160969e-7,9.501621e-7,0.000021973561,0.000007602649,0.00018128291],"genre_scores_gemma":[0.99976426,0.000014125102,0.00010394196,0.0000012718764,4.0007782e-7,7.2101415e-7,0.000022181317,0.0000016146587,0.00009150217],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992776,0.000010728265,0.000005223286,0.000012992621,0.000030232957,0.0000130089],"domain_scores_gemma":[0.9989955,0.00044454934,0.00029170138,0.00005211148,0.00016302327,0.00005311902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018983032,0.00014573244,0.00006628643,0.00056035654,0.00006747497,0.00021012356,0.00010469393,0.00017613142,0.00069372676],"category_scores_gemma":[0.0008173306,0.00012495172,0.00006914853,0.00016607996,0.00017040045,0.000252024,0.000112222115,0.00022815466,0.00008825157],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012274648,0.0000702409,0.019047918,0.000021965318,0.000015073925,0.000063933665,0.000042424337,0.003081979,0.9734387,0.0002472673,0.000024372495,0.0038233595],"study_design_scores_gemma":[0.0000073983665,0.00028843674,0.17821442,0.000006874648,0.000031729844,0.00021511715,0.00009131543,0.035632532,0.7848885,0.00030474548,0.0002962471,0.000022730921],"about_ca_topic_score_codex":0.00025635253,"about_ca_topic_score_gemma":0.00059275876,"teacher_disagreement_score":0.00069372676,"about_ca_system_score_codex":0.000096201984,"about_ca_system_score_gemma":0.00007723849,"threshold_uncertainty_score":0.0023207664},"labels":[],"label_agreement":null},{"id":"W2034247034","doi":"10.1520/jte11901","title":"Toughness Characterization of Fiber-Reinforced Concrete: Which Standard to Use?","year":2004,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement 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":"University of British Columbia","funders":"","keywords":"Toughness; Materials science; Composite material; Fiber; Fiber-reinforced concrete; Characterization (materials science); Reinforced concrete","score_opus":0.04191160536735908,"score_gpt":0.2826180096221862,"score_spread":0.24070640425482712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034247034","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":[0.5332331,0.015361376,0.3730537,0.009719211,0.0018757965,0.0011817458,0.0052495124,0.0040600677,0.056265555],"genre_scores_gemma":[0.7572297,0.0044620214,0.2223511,0.0010854045,0.0002786182,0.0006630463,0.0032223794,0.000818557,0.009889137],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.98776466,0.003005884,0.0016554432,0.00068646227,0.0066657383,0.00022184299],"domain_scores_gemma":[0.97639024,0.0031765352,0.0024577046,0.0021498883,0.015185738,0.00063989876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.012625329,0.00063595234,0.00080715626,0.0033475587,0.0006135365,0.0015403001,0.001681558,0.0014037999,0.0024257542],"category_scores_gemma":[0.024992265,0.00025458494,0.0004169118,0.002241286,0.0010808851,0.0016458781,0.00092935446,0.00096754165,0.0020691305],"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":[0.00096821244,0.0006107237,0.094516516,0.0015772785,0.00012557431,0.00033865415,0.0010731176,0.004413642,0.32886145,0.011458668,0.028208653,0.5278476],"study_design_scores_gemma":[0.00016645952,0.002653676,0.25627688,0.0035057166,0.00025814894,0.0015419071,0.0038534815,0.034724623,0.565698,0.01586154,0.11504383,0.00041574912],"about_ca_topic_score_codex":0.0030885085,"about_ca_topic_score_gemma":0.0068587773,"teacher_disagreement_score":0.012625329,"about_ca_system_score_codex":0.001434501,"about_ca_system_score_gemma":0.0015211181,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2034818260","doi":"10.1680/macr.14.00060","title":"Influence of mixture composition on the properties of SCC incorporating metakaolin","year":2014,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Metakaolin; Aggregate (composite); Materials science; Silica fume; Compressive strength; Composite material; Rheology","score_opus":0.04424720207374312,"score_gpt":0.28232960715780375,"score_spread":0.23808240508406064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034818260","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961712,0.0012810786,0.0012837386,0.0000121064495,0.00000897964,0.000020833933,0.000064238804,0.00004086375,0.001117017],"genre_scores_gemma":[0.99796,0.00045353416,0.0011457547,0.000007920011,0.0000029025878,0.000008880919,0.00006191429,0.000016883861,0.00034242717],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941933,0.00009730422,0.000056388024,0.00009972103,0.00027403873,0.0000533353],"domain_scores_gemma":[0.9995747,0.0001092979,0.0001375237,0.00002663015,0.00009827945,0.000053539356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035450797,0.00046174802,0.00035058561,0.0006801841,0.00018764134,0.00042055798,0.00025672212,0.00025566664,0.0010190095],"category_scores_gemma":[0.0007126667,0.0002484112,0.00031696924,0.00041709724,0.0002683288,0.00053797406,0.00031542577,0.00035349876,0.00023521767],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005650998,0.00004706085,0.0039397464,0.00016942642,0.00004379753,0.00007726916,0.000051240353,0.001260642,0.9883802,0.000067482826,0.00001656979,0.00538144],"study_design_scores_gemma":[0.000007868534,0.0007367992,0.010323616,0.0000128806105,0.000121088546,0.00012470888,0.000053899774,0.0016355516,0.9858204,0.000022600096,0.0011274343,0.000013211869],"about_ca_topic_score_codex":0.0011721032,"about_ca_topic_score_gemma":0.0030912464,"teacher_disagreement_score":0.0011721032,"about_ca_system_score_codex":0.00027659663,"about_ca_system_score_gemma":0.0002475938,"threshold_uncertainty_score":0.0034089088},"labels":[],"label_agreement":null},{"id":"W2035625094","doi":"10.1016/j.cemconcomp.2011.10.002","title":"Frost resistance and microstructure of Engineered Cementitious Composites: Influence of fly ash and micro poly-vinyl-alcohol fiber","year":2011,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":167,"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; Microstructure; Fly ash; Flexural strength; Ultimate tensile strength; Frost (temperature); Vinyl alcohol; Cement; Compressive strength; Vinyl ester; Polymer","score_opus":0.009542515813622886,"score_gpt":0.19223101235360301,"score_spread":0.18268849653998012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035625094","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946314,0.00008977354,0.00017857396,0.0000035848882,0.000001867052,0.0000015804113,0.000025180889,0.000008086827,0.00022820015],"genre_scores_gemma":[0.99956065,0.00003123028,0.00009254734,0.0000019907638,7.237267e-7,9.091931e-7,0.000021488997,0.000004054324,0.00028642215],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992955,0.000006985703,0.000003898496,0.000016129225,0.000025108306,0.0000182163],"domain_scores_gemma":[0.99979883,0.000052082207,0.00006288392,0.00000955562,0.00003986866,0.00003669043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012085287,0.00015737621,0.000107437845,0.00019894588,0.0001349701,0.0001641075,0.000136253,0.00020209224,0.00077816384],"category_scores_gemma":[0.00025080435,0.00021036554,0.00014335156,0.000096516145,0.00022119631,0.00015206072,0.00006909264,0.00024805384,0.0001031035],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013984083,0.000017599863,0.0004807123,0.000009707969,0.0000037366997,0.000034248395,0.000023490922,0.00043949526,0.9984059,0.00003550445,0.000009129496,0.00040069845],"study_design_scores_gemma":[0.000008677782,0.00016905331,0.015374809,0.0000018522607,0.000012594926,0.000062097715,0.000031582666,0.0035711706,0.98059344,0.000020195876,0.00014864154,0.0000059721783],"about_ca_topic_score_codex":0.003834208,"about_ca_topic_score_gemma":0.008439663,"teacher_disagreement_score":0.003834208,"about_ca_system_score_codex":0.00030001625,"about_ca_system_score_gemma":0.00017399846,"threshold_uncertainty_score":0.0076237917},"labels":[],"label_agreement":null},{"id":"W2036388377","doi":"10.5539/mas.v4n12p156","title":"Cement Mortar Properties Contain Crumb Rubber Treated with Alkaline Materials","year":2010,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovative concrete reinforcement 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":"Mortar; Materials science; Cement; Composite material; Compressive strength; Natural rubber; Flexural strength; Young's modulus; Crumb rubber","score_opus":0.01160811769877226,"score_gpt":0.19885384794985717,"score_spread":0.1872457302510849,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036388377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99670935,0.0009740137,0.0013827061,0.000018163406,0.000013756507,0.000014637917,0.000107796885,0.000030355268,0.0007491179],"genre_scores_gemma":[0.99566513,0.0003720718,0.0015175564,0.000023586163,0.000005242401,0.000010458263,0.0003253061,0.000021427551,0.0020592944],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997608,0.000030850806,0.000020059233,0.000043592954,0.00010302173,0.000041744122],"domain_scores_gemma":[0.99968994,0.00005977173,0.000118845,0.000032459197,0.000064902204,0.00003403382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022066022,0.00056162593,0.00039168334,0.00030560288,0.00016973057,0.00025474737,0.0001942628,0.00037955728,0.0017494339],"category_scores_gemma":[0.00026785617,0.00021110092,0.00056600757,0.00017124564,0.0003224654,0.00024111186,0.00013928115,0.00045006236,0.00034250823],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012817717,0.0000174063,0.00034916823,0.000062082036,0.000012255847,0.0000378784,0.000017793012,0.00009898908,0.9985172,0.000017512748,0.00000762001,0.0007338457],"study_design_scores_gemma":[0.0000036157912,0.0004555675,0.003470655,0.0000036076897,0.000033182187,0.00010881151,0.000025370891,0.0001443531,0.99506384,0.000009463877,0.0006766322,0.0000050439176],"about_ca_topic_score_codex":0.00074983295,"about_ca_topic_score_gemma":0.0023388814,"teacher_disagreement_score":0.0017494339,"about_ca_system_score_codex":0.00016210978,"about_ca_system_score_gemma":0.00020664834,"threshold_uncertainty_score":0.0058524013},"labels":[],"label_agreement":null},{"id":"W2037252982","doi":"10.1007/bf02428183","title":"Generating dynamic crack growth resistance curves for fiber-reinforced concrete","year":2005,"lang":"en","type":"article","venue":"Experimental Mechanics","topic":"Innovative concrete reinforcement 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":"University of British Columbia; University of Manitoba","funders":"","keywords":"Materials science; Solid mechanics; Fiber-reinforced concrete; Composite material; Structural engineering; Fracture (geology); Fiber; Cantilever; Test data; Beam (structure); Instrumentation (computer programming); Computer science; Engineering","score_opus":0.011456093351946443,"score_gpt":0.2522071005025817,"score_spread":0.24075100715063527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037252982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6878653,0.00006841009,0.2967492,0.000075137934,0.00001892239,0.00012054623,0.00019634252,0.0012031131,0.013702909],"genre_scores_gemma":[0.95219994,0.0000317882,0.045907173,0.000005827459,0.000003345123,0.000043135995,0.00009570832,0.00012237708,0.0015907953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999175,0.000014606537,0.000002710351,0.000015659443,0.000039048507,0.000010364759],"domain_scores_gemma":[0.99951875,0.00032365383,0.000030638177,0.00005094361,0.00005932895,0.000016708138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023344369,0.00041345682,0.00019947259,0.000519946,0.00023869914,0.00025845328,0.0005714862,0.0005852546,0.0029243575],"category_scores_gemma":[0.0014152303,0.00026949047,0.00025761683,0.00030071926,0.0002546517,0.00035392478,0.0004285731,0.00035742234,0.00027465125],"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":[0.00010876488,0.00011828946,0.0010980758,0.000099083125,0.000011910943,0.00013514247,0.00019485143,0.8856753,0.042308703,0.0072887596,0.00042765026,0.06253355],"study_design_scores_gemma":[0.00001056466,0.000037834478,0.0003717369,0.0000031077468,0.000002161956,0.000014415605,0.00001608519,0.9840735,0.014273711,0.00082564366,0.00036664333,0.0000046877317],"about_ca_topic_score_codex":0.0020426344,"about_ca_topic_score_gemma":0.0024976744,"teacher_disagreement_score":0.0029243575,"about_ca_system_score_codex":0.0003806883,"about_ca_system_score_gemma":0.00028818767,"threshold_uncertainty_score":0.00978291},"labels":[],"label_agreement":null},{"id":"W2037797823","doi":"10.1617/s11527-007-9249-6","title":"Permeability of concrete with fiber reinforcement and service life predictions","year":2007,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Durability; Materials science; Fiber-reinforced concrete; Permeability (electromagnetism); Service life; Composite material; Compressive strength; Solid mechanics; Fiber; Geotechnical engineering; Geology; Chemistry","score_opus":0.008356761619261147,"score_gpt":0.21038767381804174,"score_spread":0.2020309121987806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037797823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97034913,0.00015345062,0.02316356,0.00012736641,0.000017055141,0.000014275214,0.00017400592,0.00014923296,0.005852012],"genre_scores_gemma":[0.99886787,0.00002711727,0.00056840864,0.000002899994,0.00000301888,0.0000035662813,0.000034977853,0.000016081918,0.00047615106],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998373,0.000042882217,0.0000059155254,0.000027265187,0.00005007538,0.000036509253],"domain_scores_gemma":[0.9991092,0.00062303606,0.00009639101,0.000037199097,0.00008783083,0.000046426918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004887035,0.000403465,0.00042802398,0.00055045134,0.0003509133,0.00039057276,0.0005690866,0.0010420311,0.0012890692],"category_scores_gemma":[0.0025837854,0.0004564484,0.00043421556,0.00036368833,0.00063197874,0.0012338808,0.0003105581,0.00050055556,0.0002326826],"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":[0.00008455786,0.000031791926,0.0025912344,0.000015168071,0.000004723605,0.000078501085,0.00001824689,0.9891732,0.0043010064,0.0018131026,0.00010679162,0.0017817089],"study_design_scores_gemma":[0.0000034366394,0.000019466843,0.001145718,0.000002349268,0.0000032468108,0.000017519447,0.000010210022,0.9943883,0.0036647175,0.00067711243,0.00006253275,0.000005297445],"about_ca_topic_score_codex":0.01048542,"about_ca_topic_score_gemma":0.007033675,"teacher_disagreement_score":0.01048542,"about_ca_system_score_codex":0.00096398994,"about_ca_system_score_gemma":0.0004903497,"threshold_uncertainty_score":0.020848751},"labels":[],"label_agreement":null},{"id":"W2037897969","doi":"10.1617/s11527-014-0317-4","title":"Studying the effect of various parameters on mechanical properties of lightweight aggregate concrete using MANOVA","year":2014,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Stantec (Canada)","funders":"","keywords":"Compressive strength; Cement; Materials science; Solid mechanics; Elastic modulus; Aggregate (composite); Composite material; Volume fraction; Volume (thermodynamics); Geotechnical engineering; Structural engineering; Geology; Engineering","score_opus":0.015443013210576758,"score_gpt":0.21435440426697436,"score_spread":0.1989113910563976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037897969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871707,0.00018680654,0.00078119244,0.0000047969684,0.000006088158,0.000004625932,0.000025482572,0.000010381066,0.00026361362],"genre_scores_gemma":[0.9987826,0.00011303298,0.0006121578,0.0000024319381,0.0000019994925,0.0000051298766,0.000025134434,0.000006843134,0.00045060593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997918,0.000044406712,0.000017484339,0.000041631512,0.000064206346,0.000040445768],"domain_scores_gemma":[0.99956185,0.00017643184,0.000089550755,0.00004882283,0.00008675824,0.000036582587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035610693,0.0003498616,0.0003192882,0.0002629406,0.00020066944,0.00023464735,0.00024441522,0.0002520593,0.0010964215],"category_scores_gemma":[0.00048142936,0.0002054417,0.00038109696,0.00037228118,0.00023874581,0.00030888178,0.00019731159,0.0002747429,0.00015878801],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003870759,0.0000629586,0.0018211395,0.000069756235,0.000019215886,0.000042036572,0.00006972777,0.001766035,0.99293125,0.0000905035,0.000013716025,0.0027265544],"study_design_scores_gemma":[0.0000059869453,0.0008083017,0.009600651,0.0000035917851,0.00004420991,0.000028599652,0.000047330635,0.0025081222,0.98649675,0.000025214542,0.0004211178,0.00001006045],"about_ca_topic_score_codex":0.0005861042,"about_ca_topic_score_gemma":0.0013347428,"teacher_disagreement_score":0.0010964215,"about_ca_system_score_codex":0.00013748856,"about_ca_system_score_gemma":0.00015311792,"threshold_uncertainty_score":0.003667891},"labels":[],"label_agreement":null},{"id":"W2039319472","doi":"10.1016/j.cemconcomp.2013.10.018","title":"Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":381,"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; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Fiber; Flexural strength; Composite material; Shear (geology); Fiber type; Structural engineering; Composite number; Fiber-reinforced concrete; Engineering","score_opus":0.0072619400804818214,"score_gpt":0.1955988922313423,"score_spread":0.1883369521508605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039319472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950322,0.0004146726,0.0018165918,0.0000143854795,0.0000056446797,0.0000055382475,0.000017599574,0.000024049526,0.002669256],"genre_scores_gemma":[0.99804854,0.000078338155,0.0006524698,0.0000018466994,0.0000015075814,0.000002037854,0.0000069359066,0.000002844192,0.0012054989],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991417,0.000016642616,0.0000026205103,0.000018864346,0.000028501892,0.000019233807],"domain_scores_gemma":[0.99989676,0.000026677502,0.000028653636,0.0000073012607,0.000016614018,0.000024114035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020020807,0.00023860588,0.00017948895,0.00033174004,0.0002447641,0.00024036039,0.0001989639,0.00022685532,0.001356478],"category_scores_gemma":[0.00013335043,0.00018265114,0.00015082433,0.00018675906,0.0003498556,0.00034000687,0.0002744646,0.00016373207,0.00023376911],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070220506,0.00011776444,0.0033176178,0.00010577669,0.000021976832,0.0003214471,0.000113547336,0.017543973,0.96267736,0.0060786754,0.0001262491,0.008873327],"study_design_scores_gemma":[0.00004404862,0.0007925519,0.020719573,0.000025112702,0.00006840632,0.00043581234,0.00019594618,0.11027583,0.8630967,0.0019468146,0.0023628173,0.00003633815],"about_ca_topic_score_codex":0.0012103404,"about_ca_topic_score_gemma":0.004130781,"teacher_disagreement_score":0.001356478,"about_ca_system_score_codex":0.00018784936,"about_ca_system_score_gemma":0.0002093353,"threshold_uncertainty_score":0.0045378804},"labels":[],"label_agreement":null},{"id":"W2039417321","doi":"10.1520/jte102386","title":"Size Effects in Flexural Toughness of Fiber Reinforced Concrete","year":2010,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"","keywords":"Flexural strength; Materials science; Composite material; Toughness; Fiber-reinforced concrete; Fiber; Fracture toughness","score_opus":0.02356869401850677,"score_gpt":0.2805119506647556,"score_spread":0.25694325664624884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039417321","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99614125,0.00028360751,0.0029453316,0.00001426372,0.000008035541,0.000013569751,0.00007727768,0.000056330297,0.0004602149],"genre_scores_gemma":[0.99920964,0.00003888001,0.0004585232,0.000008469895,0.000003271423,0.0000054654365,0.0000503679,0.000015565689,0.00020988328],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99867237,0.00026452175,0.00009249888,0.0003576601,0.00054739084,0.00006556563],"domain_scores_gemma":[0.9928311,0.0038203723,0.0013275457,0.0008290695,0.0009248934,0.0002668749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010802638,0.00031053944,0.00026368746,0.00048347012,0.00015440857,0.00019451413,0.00021504473,0.00034960918,0.001429934],"category_scores_gemma":[0.0041409233,0.0003761542,0.00023387701,0.00018440702,0.00042492023,0.0003728349,0.00042958074,0.00025648432,0.00020259965],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031615785,0.000033567463,0.0068752132,0.000035572135,0.000023584327,0.00014401798,0.000091758586,0.0018384615,0.98686635,0.000023199362,0.000021178772,0.0037309956],"study_design_scores_gemma":[0.000012820657,0.0015036821,0.16609104,0.000010053005,0.00004811895,0.00048685053,0.00011098279,0.0045468304,0.82673246,0.000051415624,0.0003759247,0.000029853925],"about_ca_topic_score_codex":0.0007566369,"about_ca_topic_score_gemma":0.0012034378,"teacher_disagreement_score":0.001429934,"about_ca_system_score_codex":0.00017550812,"about_ca_system_score_gemma":0.000108305074,"threshold_uncertainty_score":0.0057130456},"labels":[],"label_agreement":null},{"id":"W2042008488","doi":"10.4028/www.scientific.net/amr.129-131.853","title":"Statistical Models to Predict Fresh Properties of Self-Consolidating Concrete","year":2010,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke","funders":"Division of Materials Research; National Key Research and Development Program of China; Key Technologies Research and Development Program; National Science Foundation","keywords":"Precast concrete; Factorial experiment; Factorial; Materials science; Aggregate (composite); Settlement (finance); Structural engineering; Viscosity; Geotechnical engineering; Composite material; Mathematics; Computer science; Engineering; Statistics","score_opus":0.051180148156464364,"score_gpt":0.3158929883312224,"score_spread":0.26471284017475805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042008488","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":[0.29456013,0.0005692944,0.7007068,0.00014782923,0.000054308177,0.0002575511,0.0009097741,0.0012201256,0.0015742657],"genre_scores_gemma":[0.9403254,0.0003627177,0.055486415,0.000050178132,0.00004306272,0.00045586022,0.0011035264,0.000079896425,0.0020929591],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989066,0.00049023266,0.000068236535,0.00018160019,0.00026018755,0.000093077244],"domain_scores_gemma":[0.9930298,0.00530845,0.0007488561,0.00033815752,0.0004923765,0.00008246924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004832443,0.0010576401,0.0008075448,0.0012903332,0.0002935018,0.0007674972,0.0009993288,0.0007714634,0.0016842353],"category_scores_gemma":[0.008658463,0.0006570666,0.0013750519,0.00074841053,0.00046189706,0.0007709137,0.0005032507,0.0010904927,0.000694198],"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":[0.0001584593,0.00009702,0.0037628035,0.00003361207,0.000090751906,0.000021175652,0.000015883534,0.9793205,0.0021153975,0.0020745748,0.00015610084,0.012153639],"study_design_scores_gemma":[0.0000049695336,0.000066982444,0.0007832259,0.0000016962413,0.000009124719,0.000004693555,0.0000019736524,0.9977094,0.00052172825,0.00079409097,0.00009715997,0.000004973075],"about_ca_topic_score_codex":0.0050481893,"about_ca_topic_score_gemma":0.005462657,"teacher_disagreement_score":0.0050481893,"about_ca_system_score_codex":0.0009558944,"about_ca_system_score_gemma":0.001034548,"threshold_uncertainty_score":0.025556743},"labels":[],"label_agreement":null},{"id":"W2043249084","doi":"10.5539/jsd.v5n6p74","title":"Investigation of Salinity Effect on Compressive Strength of Reinforced Concrete","year":2012,"lang":"en","type":"article","venue":"Journal of Sustainable Development","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":54,"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; Fresh water; Reinforced concrete; Materials science; Control sample; Corrosion; Saline water; Environmental science; Salinity; Composite material; Geotechnical engineering; Geology; Chemistry; Oceanography","score_opus":0.014040914616452467,"score_gpt":0.23073319428395428,"score_spread":0.21669227966750182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043249084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982486,0.00025091728,0.00059407856,0.00002345727,0.000015226659,0.000009078045,0.000102125865,0.0000070857022,0.0007495593],"genre_scores_gemma":[0.99866664,0.00021959486,0.00032178647,0.00002165906,0.0000043463447,0.0000050294816,0.000073895855,0.0000029040448,0.00068401283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996991,0.00003487567,0.000022089987,0.000043138953,0.00016125546,0.000039561317],"domain_scores_gemma":[0.99951947,0.00009175971,0.00012245419,0.00002900194,0.00018484144,0.000052444808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002005977,0.0002150597,0.00020651422,0.00016545656,0.00014822494,0.00022848728,0.00013595542,0.0002533778,0.0008520161],"category_scores_gemma":[0.00047866168,0.00011130124,0.00023966332,0.00012047731,0.00019982895,0.00023277714,0.0002788122,0.00027807444,0.00011599564],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022644638,0.000050515457,0.014550609,0.000093321534,0.000022276872,0.00016305143,0.00008641397,0.0006088881,0.9791437,0.000049438346,0.000036485268,0.004968853],"study_design_scores_gemma":[0.000007725582,0.003272445,0.107309245,0.000018120565,0.0000642349,0.00021574073,0.00037929707,0.002059395,0.88515687,0.00008007722,0.0014075228,0.0000292461],"about_ca_topic_score_codex":0.001462541,"about_ca_topic_score_gemma":0.0031033724,"teacher_disagreement_score":0.001462541,"about_ca_system_score_codex":0.00016525663,"about_ca_system_score_gemma":0.00016115964,"threshold_uncertainty_score":0.0029079914},"labels":[],"label_agreement":null},{"id":"W2043365973","doi":"10.1061/40727(2004)125","title":"Design and Construction of Roller-Compacted Concrete Pavements for Container Terminals","year":2004,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Slump; Roller-compacted concrete; Formwork; Cement; Aggregate (composite); Concrete slump test; Compressive strength; Interlocking; Superplasticizer; Shrinkage; Geotechnical engineering; Asphalt concrete; Cementitious; Materials science; Gradation; Asphalt; Structural engineering; Composite material; Engineering; Computer science","score_opus":0.01741202090557702,"score_gpt":0.23313549454564708,"score_spread":0.21572347364007005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043365973","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":[0.4433367,0.00039897874,0.5262017,0.0001260555,0.00016842931,0.0012601541,0.0006924875,0.0023420777,0.025473421],"genre_scores_gemma":[0.79486364,0.00030980483,0.19669864,0.000018081331,0.000020702215,0.00035393596,0.00048151452,0.00021010858,0.0070436085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995672,0.0000945781,0.00002658377,0.000088747634,0.00013195872,0.0000909749],"domain_scores_gemma":[0.99963856,0.000032968346,0.00005363522,0.000046500623,0.000101496014,0.00012681994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033566792,0.00091158476,0.00036804925,0.00086809095,0.0005084169,0.0008797239,0.0011963699,0.00062504516,0.0037632713],"category_scores_gemma":[0.00045010916,0.0005548296,0.00059592765,0.0004022802,0.00036834972,0.00046504373,0.0007598795,0.00042798073,0.0017575125],"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":[0.0006901897,0.0005789791,0.016797716,0.0005746093,0.00007202244,0.0019381787,0.00042356952,0.49256614,0.32245508,0.013341129,0.003838066,0.14672427],"study_design_scores_gemma":[0.000253797,0.0045550754,0.0535095,0.00019751825,0.00024879677,0.0017685214,0.00075940305,0.7049794,0.1740906,0.0036417015,0.055768415,0.00022724849],"about_ca_topic_score_codex":0.0019061655,"about_ca_topic_score_gemma":0.0046258476,"teacher_disagreement_score":0.0037632713,"about_ca_system_score_codex":0.00093921606,"about_ca_system_score_gemma":0.0014015951,"threshold_uncertainty_score":0.012589335},"labels":[],"label_agreement":null},{"id":"W2043402137","doi":"10.1016/j.cemconres.2007.12.006","title":"Transport properties of water and glycol in an ultra high performance fiber reinforced concrete (UHPFRC) under high tensile deformation","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"","keywords":"Materials science; Ultimate tensile strength; Composite material; Cracking; Absorption of water; Deformation (meteorology); Fiber-reinforced concrete; Permeability (electromagnetism); Tensile testing; Reinforced concrete","score_opus":0.05088057031109406,"score_gpt":0.2528973715222756,"score_spread":0.20201680121118154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043402137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993569,0.000071650706,0.00019764858,0.000012581274,0.000003873652,0.0000023260059,0.000052583957,0.000006593207,0.0002958391],"genre_scores_gemma":[0.9990957,0.00005151144,0.00007085979,0.000004247802,0.0000016507162,0.0000015809998,0.00006458968,0.0000050238314,0.0007048835],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999075,0.00001081586,0.0000039500324,0.00002239763,0.000023417422,0.000031989206],"domain_scores_gemma":[0.9998317,0.000056362784,0.000044890538,0.000009616216,0.000035441677,0.000021986918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022594784,0.00022868061,0.00015419244,0.00035811626,0.00031949618,0.0002825069,0.00019493727,0.00023986037,0.0012586742],"category_scores_gemma":[0.00030126938,0.00015411159,0.00022573702,0.00025024117,0.00058747444,0.0005368904,0.00015073031,0.00029028757,0.0001237056],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001109376,0.000047343547,0.0023752323,0.000043999564,0.000013514803,0.00020932844,0.00020324849,0.0027796014,0.9912753,0.000431819,0.00007339449,0.0014379425],"study_design_scores_gemma":[0.00002213262,0.00050397904,0.013861362,0.000009210232,0.00003196982,0.00009090953,0.0002428748,0.020416876,0.9641308,0.00012025846,0.0005440132,0.000025625342],"about_ca_topic_score_codex":0.008425445,"about_ca_topic_score_gemma":0.004139722,"teacher_disagreement_score":0.008425445,"about_ca_system_score_codex":0.000510166,"about_ca_system_score_gemma":0.00030436018,"threshold_uncertainty_score":0.01675278},"labels":[],"label_agreement":null},{"id":"W2044187751","doi":"10.1617/s11527-006-9105-0","title":"Permeability of ultra high performance fiber reinforced concretes (UHPFRC) under high stresses","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Division of Electrical, Communications and Cyber Systems; Fonds Québécois de la Recherche sur la Nature et les Technologies; École Polytechnique Fédérale de Lausanne","keywords":"Materials science; Ultimate tensile strength; Solid mechanics; Cracking; Composite material; Fiber-reinforced concrete; Tensile strain; Structural engineering; Composite number; Permeability (electromagnetism); Hardening (computing); Reinforced concrete; Engineering","score_opus":0.0062574409211370455,"score_gpt":0.19507516155124954,"score_spread":0.18881772063011248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044187751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979494,0.00012806078,0.00066802284,0.00004428474,0.000008553884,0.0000036180827,0.000042952463,0.000022590797,0.0011324958],"genre_scores_gemma":[0.9996165,0.000024828514,0.00007953971,0.0000031491077,0.0000019898844,0.0000012444542,0.000015810496,0.0000030928227,0.00025382775],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982363,0.000040448795,0.0000047302215,0.000026814176,0.000057893492,0.00004639839],"domain_scores_gemma":[0.9995577,0.0001957477,0.00010553726,0.000021597432,0.00006181201,0.000057560806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002867663,0.00015788847,0.000265313,0.00039142076,0.0005001117,0.00044437867,0.00018932961,0.00035503562,0.0013782851],"category_scores_gemma":[0.0008429057,0.00023898426,0.00012313845,0.00023469637,0.0008502084,0.0004747932,0.00026874535,0.0003930454,0.00011482165],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012988438,0.000086152286,0.0040720324,0.00008359042,0.000018132532,0.00061309995,0.0003947752,0.01219953,0.97593373,0.0023050008,0.000244764,0.002750393],"study_design_scores_gemma":[0.000052614727,0.00057582516,0.039163824,0.00002329609,0.000040999417,0.0006125017,0.0007003359,0.07459138,0.8814572,0.0013877539,0.0013460055,0.000048234953],"about_ca_topic_score_codex":0.0016254568,"about_ca_topic_score_gemma":0.001398364,"teacher_disagreement_score":0.0016254568,"about_ca_system_score_codex":0.00036315585,"about_ca_system_score_gemma":0.0002707506,"threshold_uncertainty_score":0.0046108365},"labels":[],"label_agreement":null},{"id":"W2046004523","doi":"10.1016/j.conbuildmat.2010.09.036","title":"Lightweight concrete incorporating pumice based blended cement and aggregate: Mechanical and durability characteristics","year":2010,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":202,"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":"Durability; Materials science; Shrinkage; Compressive strength; Composite material; Pumice; Cement; Ultimate tensile strength; Aggregate (composite); Curing (chemistry); Volcano; Geology","score_opus":0.006889567141987324,"score_gpt":0.20890736690469833,"score_spread":0.202017799762711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046004523","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99784076,0.0002200226,0.00134509,0.000006291318,0.000005163778,0.0000048796924,0.00004149966,0.000020548525,0.0005157872],"genre_scores_gemma":[0.9986891,0.000058543053,0.00050664967,0.0000020892521,0.0000016501106,0.0000023539474,0.000049959668,0.000004519844,0.0006852083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999814,0.000020635274,0.000012046831,0.000024262827,0.0001044642,0.000024714933],"domain_scores_gemma":[0.99964905,0.00007639193,0.000097902455,0.000025932664,0.000101996804,0.000048662157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029518866,0.00019414502,0.00021360122,0.00040610382,0.00015763441,0.0001856147,0.00020783949,0.000268371,0.0010686467],"category_scores_gemma":[0.00043931117,0.00013356881,0.00014610437,0.00039995494,0.00022088838,0.00029512646,0.00016277598,0.00022800655,0.00017748382],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024889654,0.000056475215,0.0016116034,0.000041559888,0.0000054455113,0.000060393788,0.000048245685,0.0010836801,0.99280214,0.0001619973,0.00004740973,0.003832264],"study_design_scores_gemma":[0.000010987304,0.0011010539,0.015921004,0.000005669799,0.000025979793,0.00027640592,0.000067216235,0.005692238,0.97569895,0.0000717557,0.0011114774,0.000017410763],"about_ca_topic_score_codex":0.00032426795,"about_ca_topic_score_gemma":0.0013281502,"teacher_disagreement_score":0.0010686467,"about_ca_system_score_codex":0.00013496922,"about_ca_system_score_gemma":0.0001429061,"threshold_uncertainty_score":0.0035749674},"labels":[],"label_agreement":null},{"id":"W2046408984","doi":"10.1016/j.conbuildmat.2014.09.025","title":"Full-scale pipes using dry-cast steel fibre-reinforced concrete","year":2014,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Precast concrete; Materials science; Ultimate tensile strength; Flexural strength; Composite material; Reinforced concrete; Structural engineering; Engineering","score_opus":0.010357214810116852,"score_gpt":0.21857002583827886,"score_spread":0.20821281102816203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046408984","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9278276,0.0001900243,0.06420491,0.00004085188,0.000048263253,0.00015515173,0.00019946515,0.0010943698,0.006239445],"genre_scores_gemma":[0.9675791,0.00013753315,0.025285356,0.0000075872254,0.0000083937375,0.000045146826,0.00015288057,0.000075896765,0.006707927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962425,0.00004449405,0.00001616407,0.00008266793,0.00019401978,0.00003834603],"domain_scores_gemma":[0.99973875,0.00005119857,0.000038757767,0.00006496823,0.00006395209,0.000042363863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047367546,0.0006097962,0.00039790664,0.00045935865,0.0004737897,0.0002880031,0.000800206,0.000424481,0.002220877],"category_scores_gemma":[0.0004960267,0.00048694163,0.00041379748,0.0003503818,0.00055050326,0.0007006287,0.00065181934,0.00045067372,0.0008740095],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027619,0.00036363053,0.002605144,0.00031201035,0.000024911922,0.00020752999,0.00024228955,0.017555958,0.94237006,0.0008236747,0.00047523563,0.034743324],"study_design_scores_gemma":[0.00009025905,0.002244722,0.024146538,0.000044472603,0.000098516444,0.00041746983,0.00016282692,0.042480744,0.91982055,0.00045962873,0.009957303,0.000077033495],"about_ca_topic_score_codex":0.0017947272,"about_ca_topic_score_gemma":0.0045221983,"teacher_disagreement_score":0.002220877,"about_ca_system_score_codex":0.00032741288,"about_ca_system_score_gemma":0.00061744335,"threshold_uncertainty_score":0.00742954},"labels":[],"label_agreement":null},{"id":"W2046622038","doi":"10.1061/(asce)0899-1561(2002)14:4(355)","title":"Permeability of Cracked Steel Fiber-Reinforced Concrete","year":2002,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":124,"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 Sleep Society","funders":"Northwestern University; National Science Foundation","keywords":"Materials science; Cracking; Reinforcement; Composite material; Fiber-reinforced concrete; Permeability (electromagnetism); Fiber; Tension (geology); Structural engineering; Ultimate tensile strength; Engineering","score_opus":0.014633862103785327,"score_gpt":0.20971081232391073,"score_spread":0.1950769502201254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046622038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964384,0.00015700111,0.002763938,0.0000133907715,0.0000025608235,0.0000057378743,0.000057211953,0.000033896154,0.0005278381],"genre_scores_gemma":[0.9994041,0.0000413855,0.00035307155,0.0000014084461,6.021985e-7,0.0000014684795,0.000028620869,0.000004261913,0.00016517252],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974674,0.00003378371,0.0000114941295,0.000054199678,0.00012616762,0.000027643178],"domain_scores_gemma":[0.9994168,0.00020375327,0.00016673321,0.000036482135,0.00013258882,0.00004366744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019512395,0.00017396362,0.00019882545,0.00033643696,0.00013161659,0.00021535558,0.00016980423,0.00024554523,0.00052537845],"category_scores_gemma":[0.0012110792,0.00024843632,0.000110280474,0.00013347167,0.00035158772,0.0005027731,0.00023339162,0.00028725748,0.00009411861],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001568042,0.000023877123,0.004187218,0.000055497443,0.000013096628,0.00018817332,0.000092670874,0.0053293225,0.9870148,0.00019254883,0.000024238516,0.002721758],"study_design_scores_gemma":[0.000018219373,0.0003712221,0.05161746,0.000019794263,0.000031270232,0.00070618786,0.00010180331,0.05407457,0.89216566,0.0003404676,0.0005178689,0.00003547402],"about_ca_topic_score_codex":0.0016902197,"about_ca_topic_score_gemma":0.0015722497,"teacher_disagreement_score":0.0016902197,"about_ca_system_score_codex":0.0003070043,"about_ca_system_score_gemma":0.00017135787,"threshold_uncertainty_score":0.0033607483},"labels":[],"label_agreement":null},{"id":"W2047142751","doi":"10.1617/s11527-010-9701-x","title":"Compressive strength, abrasion resistance and energy absorption capacity of rubberized concretes with and without slag","year":2010,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":153,"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":"Compressive strength; Materials science; Aggregate (composite); Composite material; Abrasion (mechanical); Cement; Absorption of water; Ground granulated blast-furnace slag; Slag (welding); Portland cement; Solid mechanics; Natural rubber","score_opus":0.0061045174284537745,"score_gpt":0.19417228316047605,"score_spread":0.18806776573202227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047142751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990194,0.00017951691,0.00018945256,0.000008585543,0.0000049998807,0.000004842784,0.0001824996,0.0000118718335,0.0003988555],"genre_scores_gemma":[0.9990508,0.00006230388,0.00013756154,0.000004450346,0.0000027538645,0.00000418933,0.00017669298,0.0000033723938,0.0005578864],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945945,0.00006186626,0.000048088674,0.00007895206,0.00023688546,0.000114743736],"domain_scores_gemma":[0.99881893,0.00038505637,0.00026077783,0.000078770645,0.00028088753,0.00017558895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005502661,0.0003805513,0.000354361,0.0009459827,0.00026440166,0.00020832103,0.00048331736,0.0004889451,0.0024266636],"category_scores_gemma":[0.0010498036,0.00032539613,0.00041151725,0.0005284187,0.00072547985,0.0003847127,0.00028634776,0.0005608059,0.00039618334],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024058872,0.00018498088,0.005993418,0.00014501147,0.0000659452,0.00019575082,0.00015378835,0.0062926374,0.97910863,0.0003055857,0.00013487917,0.0050135152],"study_design_scores_gemma":[0.0000547431,0.0024970963,0.08451987,0.000020205847,0.000112990914,0.00028864885,0.00024946957,0.012284153,0.89882827,0.0001912961,0.0008884704,0.000064700405],"about_ca_topic_score_codex":0.0041002254,"about_ca_topic_score_gemma":0.005063913,"teacher_disagreement_score":0.0041002254,"about_ca_system_score_codex":0.00037577449,"about_ca_system_score_gemma":0.00055900903,"threshold_uncertainty_score":0.008152723},"labels":[],"label_agreement":null},{"id":"W2048019849","doi":"10.1520/jte103291","title":"Influence of Feedback Control on Flexural Toughness of Fiber Reinforced Concrete in ASTM C1399 Tests","year":2011,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Composite material; Flexural strength; Toughness; Fiber-reinforced concrete; Structural engineering; Fiber; Engineering","score_opus":0.05036705288923636,"score_gpt":0.2797547846492354,"score_spread":0.22938773175999905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048019849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99497885,0.00018478357,0.00327697,0.000019664565,0.000021687103,0.000021114067,0.00021170151,0.00020584668,0.0010793384],"genre_scores_gemma":[0.999057,0.000021816444,0.00049349386,0.000007836202,0.0000015334676,0.000007943763,0.000075787815,0.000027301703,0.00030730036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99766576,0.00027759327,0.00014039315,0.00028826235,0.0014283767,0.00019973007],"domain_scores_gemma":[0.9961002,0.0015930975,0.00064149685,0.00034566823,0.0011112536,0.00020840408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012728489,0.00082373887,0.00031538607,0.00083620986,0.00038916344,0.000350533,0.00058135064,0.00056762126,0.0020730768],"category_scores_gemma":[0.0035622418,0.0002497173,0.0002823814,0.0004640832,0.00057206466,0.00034747086,0.0004500806,0.0004248923,0.00031904085],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009923783,0.000098154414,0.0056909746,0.000090179085,0.000026420172,0.00014411386,0.00014402991,0.0066123167,0.9785759,0.000052999996,0.00012990978,0.007442627],"study_design_scores_gemma":[0.000014724296,0.0011844119,0.028508697,0.000009995105,0.000024819981,0.00007680806,0.00008169309,0.007263253,0.9623304,0.000028303466,0.0004518615,0.000025062069],"about_ca_topic_score_codex":0.0045369477,"about_ca_topic_score_gemma":0.0069116955,"teacher_disagreement_score":0.0045369477,"about_ca_system_score_codex":0.0005536563,"about_ca_system_score_gemma":0.00030078838,"threshold_uncertainty_score":0.009021103},"labels":[],"label_agreement":null},{"id":"W2048246255","doi":"10.1016/j.cemconcomp.2011.05.004","title":"Performance of dry cast concrete blocks containing waste glass powder or polyethylene aggregates","year":2011,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":57,"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":"Portland cement; Materials science; Polyethylene; High-density polyethylene; Low-density polyethylene; Cement; Absorption of water; Durability; Pellets; Aggregate (composite); Composite material","score_opus":0.022014824291593866,"score_gpt":0.21018423009053688,"score_spread":0.188169405798943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048246255","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988881,0.00015970116,0.00029268008,0.000008016823,0.000010271455,0.0000043491,0.000091234106,0.000033335928,0.00051242823],"genre_scores_gemma":[0.99669254,0.00012342242,0.00022957823,0.0000059144354,0.0000036374277,0.0000032035996,0.00016226122,0.0000133788935,0.0027659705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972373,0.000035216235,0.000016666318,0.00004051903,0.00010886091,0.000075049415],"domain_scores_gemma":[0.9995123,0.00015805163,0.00007874832,0.000032983615,0.00010155582,0.00011639967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029192588,0.0005588431,0.0004112947,0.00034921063,0.00025649334,0.0002760018,0.00031150848,0.000567763,0.0023065382],"category_scores_gemma":[0.0005020265,0.00023582239,0.00032381443,0.00018413962,0.0004238017,0.0002809375,0.00025010208,0.0003547457,0.0007454402],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031562392,0.0001322614,0.0007905372,0.000077831995,0.000023336754,0.00006320224,0.000059750688,0.0024542538,0.99107426,0.00006172692,0.000059328864,0.0020471795],"study_design_scores_gemma":[0.000031420164,0.0019653428,0.004646407,0.0000051542934,0.000036821897,0.000038909595,0.0000311231,0.0031706914,0.9897396,0.000014258792,0.00031044328,0.000009850157],"about_ca_topic_score_codex":0.004434018,"about_ca_topic_score_gemma":0.004397327,"teacher_disagreement_score":0.004434018,"about_ca_system_score_codex":0.00031589827,"about_ca_system_score_gemma":0.00045371478,"threshold_uncertainty_score":0.008816421},"labels":[],"label_agreement":null},{"id":"W2049774352","doi":"10.4028/www.scientific.net/amr.446-449.458","title":"Simplified Modeling Research of Reinforced Concrete Based on the Dynamic Stiffness Equivalence","year":2012,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Innovative concrete reinforcement 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 Association of Emergency Physicians","funders":"","keywords":"Stiffness; Equivalence (formal languages); Reinforced concrete; Structural engineering; Computer science; Engineering; Mathematics","score_opus":0.12676972563587732,"score_gpt":0.395024147299028,"score_spread":0.2682544216631507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049774352","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":[0.009348437,0.00029591215,0.9872206,0.00004806751,0.000025388708,0.000017086724,0.00003112206,0.00013787558,0.0028755246],"genre_scores_gemma":[0.6690158,0.0022361933,0.3188673,0.00007628778,0.00007846644,0.00016979603,0.00035376876,0.00023613907,0.008966206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936,0.00013546234,0.000028854858,0.00010721729,0.00033598536,0.000032507647],"domain_scores_gemma":[0.99976057,0.00007225459,0.000036785794,0.000048499765,0.000071412316,0.000010459623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041381796,0.00069460395,0.0007409768,0.00072118815,0.00024283314,0.00054615206,0.0009657288,0.0004618838,0.0018135665],"category_scores_gemma":[0.00088777783,0.000458998,0.0011631886,0.000480984,0.0005542857,0.0016587877,0.00048608048,0.000675137,0.00047133677],"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":[0.000041313815,0.000027001142,0.00060887454,0.00022415936,0.000042451546,0.00015354673,0.00015589589,0.8097344,0.041441455,0.08404778,0.0006841447,0.06283905],"study_design_scores_gemma":[0.000007897532,0.000030361884,0.00033025458,0.00001587408,0.00002335055,0.0001060021,0.00001588668,0.9789766,0.006040149,0.008652675,0.005776936,0.000024018045],"about_ca_topic_score_codex":0.0054049594,"about_ca_topic_score_gemma":0.0029955406,"teacher_disagreement_score":0.0054049594,"about_ca_system_score_codex":0.00059838954,"about_ca_system_score_gemma":0.0006614938,"threshold_uncertainty_score":0.010746956},"labels":[],"label_agreement":null},{"id":"W2050814898","doi":"10.1139/l09-159","title":"Investigation of bond between lap-spliced steel bar and self-compacting concrete: The role of silica fume","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":21,"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":"Firat Üniversitesi","keywords":"Silica fume; Materials science; Bond strength; Composite material; Reinforcement; Beam (structure); Tension (geology); Bar (unit); Structural engineering; Bond; Cement; Ultimate tensile strength; Adhesive; Engineering","score_opus":0.0069305730433425064,"score_gpt":0.1791390737688963,"score_spread":0.17220850072555377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050814898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988933,0.00038981196,0.0005258669,0.000004905413,0.000003440833,0.00000855091,0.000016146596,0.0000034590669,0.00015449131],"genre_scores_gemma":[0.99809545,0.0002762165,0.0011866445,0.000008219865,0.0000025618504,0.0000057742272,0.000042822005,0.0000040115706,0.0003782274],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965715,0.00006369872,0.000024687053,0.000055367957,0.00016156779,0.000037502727],"domain_scores_gemma":[0.99924314,0.00022093655,0.00017492461,0.00005261273,0.0002304627,0.000077926285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006248111,0.00043800217,0.00028822725,0.00023376441,0.0001808861,0.00016569764,0.00029968604,0.00042215685,0.0010340824],"category_scores_gemma":[0.0007408695,0.00029054092,0.00028599007,0.0001459132,0.00032540417,0.00035358334,0.00023619526,0.00040520955,0.00017022378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000115323295,0.000030812895,0.0031796917,0.00006879029,0.000021919031,0.00006148558,0.00007939444,0.00012976959,0.9950777,0.000025600051,0.0000051274765,0.0012042535],"study_design_scores_gemma":[0.000006445534,0.0012105951,0.033881944,0.0000098479695,0.00006316754,0.0002240836,0.000249974,0.0009704454,0.96283287,0.000025023914,0.0005145429,0.000011102165],"about_ca_topic_score_codex":0.0010760521,"about_ca_topic_score_gemma":0.0026209485,"teacher_disagreement_score":0.0010760521,"about_ca_system_score_codex":0.00018818423,"about_ca_system_score_gemma":0.00021740799,"threshold_uncertainty_score":0.0034593344},"labels":[],"label_agreement":null},{"id":"W2051228973","doi":"10.1520/cca10519j","title":"Cementitious Composites Containing Recycled Tire Rubber: An Overview of Engineering Properties and Potential Applications","year":2001,"lang":"en","type":"article","venue":"Cement Concrete and Aggregates","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":184,"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":"Portland cement; Natural rubber; Materials science; Crumb rubber; Composite material; Cement; Flexural strength; Compressive strength; Waste management; Ultimate tensile strength; Kiln; Environmental science; Engineering","score_opus":0.03386180925534781,"score_gpt":0.2345032617321617,"score_spread":0.2006414524768139,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051228973","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":[0.073728316,0.8970922,0.007719494,0.00024405708,0.000106284504,0.00005139808,0.00009274915,0.00009819871,0.020867247],"genre_scores_gemma":[0.22944969,0.74849397,0.010985603,0.00016443834,0.00020193902,0.000055975244,0.00021826298,0.000032845634,0.01039723],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998336,0.000022805809,0.000014624295,0.000032066007,0.00007209562,0.000024762861],"domain_scores_gemma":[0.99983144,0.000052405223,0.000038627702,0.0000057530547,0.000056529643,0.000015213297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033131684,0.0007137328,0.0004524707,0.0026950238,0.00020224336,0.00084999815,0.0003844216,0.0006872166,0.0014400554],"category_scores_gemma":[0.00018409149,0.00032001807,0.00032265083,0.0015380856,0.00025139714,0.00070130406,0.0002907016,0.00048353575,0.00088754785],"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":[0.00017909546,0.00082114036,0.002106445,0.008418799,0.000075669355,0.0009051399,0.0002046014,0.008638244,0.37570652,0.005111439,0.0015878725,0.596245],"study_design_scores_gemma":[0.000027311766,0.0045048436,0.013740283,0.0020716223,0.00024648337,0.005314681,0.00039919323,0.010647411,0.37165758,0.0036820355,0.58757436,0.00013418397],"about_ca_topic_score_codex":0.0005053149,"about_ca_topic_score_gemma":0.0009656073,"teacher_disagreement_score":0.0026950238,"about_ca_system_score_codex":0.00031626318,"about_ca_system_score_gemma":0.00024940533,"threshold_uncertainty_score":0.004817426},"labels":[],"label_agreement":null},{"id":"W2051489229","doi":"10.1139/l05-063","title":"Correlation of strength, rubber content, and water to cement ratio in rubberized concrete","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":112,"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":"Crumb rubber; Natural rubber; Compressive strength; Cement; Water–cement ratio; Materials science; Composite material; Compression (physics); Geotechnical engineering; Environmental science; Engineering","score_opus":0.011904997831108703,"score_gpt":0.18851449034245327,"score_spread":0.17660949251134456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051489229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919385,0.00012317962,0.00044794526,0.0000033588044,9.410325e-7,0.00000516865,0.000062070634,0.000008439653,0.00015498116],"genre_scores_gemma":[0.9994079,0.000070378424,0.00029423233,0.0000027753697,7.444333e-7,0.000003401317,0.00007801855,0.0000016961452,0.00014081628],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996245,0.00007619651,0.000031105614,0.00006568576,0.00017689985,0.000025493711],"domain_scores_gemma":[0.998016,0.0008810252,0.00066103897,0.000086240856,0.0002730096,0.00008269298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046156955,0.00024847634,0.00014961226,0.000629743,0.00006482045,0.00017281971,0.00016776276,0.00027553146,0.00069975783],"category_scores_gemma":[0.0012077044,0.00024854485,0.00018854452,0.00036822227,0.00027693043,0.00020904487,0.00015848775,0.00022112779,0.000321159],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011082622,0.00035309355,0.41271552,0.00013510324,0.00024813483,0.00051069673,0.00017161707,0.009164789,0.5647949,0.00008150795,0.00007954256,0.010636833],"study_design_scores_gemma":[0.000018346034,0.0027798787,0.64150834,0.000015933034,0.00013634507,0.0011675454,0.00015887749,0.013840371,0.3397562,0.00010307975,0.00046883125,0.000046272515],"about_ca_topic_score_codex":0.0010412446,"about_ca_topic_score_gemma":0.0017748213,"teacher_disagreement_score":0.0010412446,"about_ca_system_score_codex":0.0001543307,"about_ca_system_score_gemma":0.00013843995,"threshold_uncertainty_score":0.002440989},"labels":[],"label_agreement":null},{"id":"W2052330350","doi":"10.1520/cca11916","title":"Relationship Between Particle Shape and Void Content of Fine Aggregate","year":2004,"lang":"en","type":"article","venue":"Cement Concrete and Aggregates","topic":"Innovative concrete reinforcement 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":"Stantec (Canada)","funders":"","keywords":"Aggregate (composite); Void (composites); Void ratio; Particle (ecology); Geotechnical engineering; Materials science; Geology; Composite material","score_opus":0.047621943927739975,"score_gpt":0.23712845453654996,"score_spread":0.18950651060881,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052330350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880373,0.000037560727,0.00082834094,0.0000020353916,7.472571e-7,0.0000020483585,0.00006880832,0.000015859863,0.00024084264],"genre_scores_gemma":[0.9997291,0.0000073234382,0.0000943794,0.0000011167159,4.830589e-7,6.7957217e-7,0.00006632199,0.000003295893,0.00009731768],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999798,0.000024212652,0.000013141235,0.000044597884,0.000096605865,0.000023396218],"domain_scores_gemma":[0.99686027,0.0016046857,0.00069524354,0.00016865152,0.0005134375,0.00015774896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027100602,0.000100416524,0.00015025662,0.0006113263,0.000076911856,0.00030236223,0.00014752655,0.00014398557,0.00075058144],"category_scores_gemma":[0.0018542046,0.000117093165,0.000104062194,0.00023211491,0.00019453859,0.00017520513,0.00012996997,0.00013751216,0.00019869165],"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":[0.0006633803,0.000080452635,0.7125264,0.000036783356,0.0000881386,0.00022809887,0.00020275675,0.004173108,0.2676121,0.00017548425,0.00010301734,0.014110262],"study_design_scores_gemma":[0.0000034367222,0.0002280943,0.9453747,0.0000020257894,0.000019628624,0.00034430588,0.00006109463,0.005961584,0.0477419,0.00008438589,0.0001690112,0.000009723705],"about_ca_topic_score_codex":0.0015386437,"about_ca_topic_score_gemma":0.001902628,"teacher_disagreement_score":0.0015386437,"about_ca_system_score_codex":0.00018586547,"about_ca_system_score_gemma":0.00006312178,"threshold_uncertainty_score":0.0030593276},"labels":[],"label_agreement":null},{"id":"W2054473503","doi":"10.1680/macr.2006.58.3.147","title":"Autogenous deformations and viscoelasticity of UHPFRC in structures. Part II: numerical modelling","year":2006,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"National Science Council","keywords":"Shrinkage; Structural engineering; Parametric statistics; Materials science; Viscoelasticity; Deformation (meteorology); Composite number; Reinforced concrete; Composite material; Engineering","score_opus":0.03811589465952869,"score_gpt":0.28238733902679636,"score_spread":0.24427144436726766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054473503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7824333,0.0011147805,0.20475185,0.00013611173,0.000033076067,0.000068322785,0.00014168723,0.00023692848,0.0110838665],"genre_scores_gemma":[0.9883928,0.0005374809,0.007937097,0.000012925457,0.000010785441,0.000046296496,0.000062409476,0.000028728005,0.0029714196],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998548,0.000031953827,0.00000763176,0.000030328067,0.000061140876,0.000014139064],"domain_scores_gemma":[0.99981433,0.0000733553,0.00005229923,0.000039339975,0.000012727585,0.000007976836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018813329,0.0002307442,0.00016742748,0.00037208217,0.00014650224,0.00038365333,0.00035002927,0.00062511966,0.0006737836],"category_scores_gemma":[0.0007078545,0.00026419453,0.00036602054,0.00021697972,0.00077663077,0.00052447285,0.00027989352,0.00027524368,0.00021394792],"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":[0.000026883909,0.000028349772,0.0025780534,0.000064625914,0.000010482696,0.00023067299,0.00016677633,0.88262606,0.097728655,0.0042465753,0.00010680996,0.0121859955],"study_design_scores_gemma":[0.0000044547587,0.00004595535,0.0053879283,0.000012379005,0.0000051553834,0.0001627996,0.00001989767,0.98092526,0.010986405,0.001251168,0.0011876503,0.000010833022],"about_ca_topic_score_codex":0.0009461409,"about_ca_topic_score_gemma":0.00076159684,"teacher_disagreement_score":0.0009461409,"about_ca_system_score_codex":0.0002602899,"about_ca_system_score_gemma":0.0001671061,"threshold_uncertainty_score":0.0022540092},"labels":[],"label_agreement":null},{"id":"W2056489993","doi":"10.4028/www.scientific.net/amr.150-151.18","title":"Combinations of Various Self-Consolidating Concrete Test Methods and Workability Responses","year":2010,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Innovative concrete reinforcement 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":"Precast concrete; Aggregate (composite); Materials science; Test method; Structural engineering; Engineering; Composite material; Mathematics; Statistics","score_opus":0.032426332840892594,"score_gpt":0.4005877071415551,"score_spread":0.36816137430066254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056489993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92328566,0.0019744753,0.06996841,0.000043515283,0.000057038087,0.00059071113,0.00045043926,0.00053229294,0.0030974674],"genre_scores_gemma":[0.91002077,0.0013306604,0.08547646,0.000042588763,0.000018712582,0.0004206117,0.00050868205,0.00010388916,0.002077599],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99514693,0.0012453846,0.0007171349,0.0004322481,0.0022956,0.00016273119],"domain_scores_gemma":[0.9925835,0.0032179812,0.000965189,0.0009780992,0.0020426693,0.00021262062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0043034907,0.0012596786,0.00080849143,0.0030017048,0.00022516545,0.0004968745,0.0008498641,0.0005946528,0.0011322772],"category_scores_gemma":[0.007447999,0.00048564168,0.0006320203,0.0017773481,0.00039510764,0.00070459733,0.0007183443,0.00049025257,0.00041315658],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082640466,0.00040428102,0.016475406,0.0004375641,0.00011748386,0.000101274025,0.0001535845,0.0028175118,0.9346269,0.00015956651,0.000085533364,0.043794576],"study_design_scores_gemma":[0.000011932263,0.002099632,0.011987881,0.000023155751,0.00010492699,0.00018787515,0.00006474662,0.002854794,0.98190296,0.000087544795,0.00063418207,0.00004039124],"about_ca_topic_score_codex":0.0004462577,"about_ca_topic_score_gemma":0.0020718765,"teacher_disagreement_score":0.0043034907,"about_ca_system_score_codex":0.00024435486,"about_ca_system_score_gemma":0.00033160945,"threshold_uncertainty_score":0.022759259},"labels":[],"label_agreement":null},{"id":"W2057764693","doi":"10.1520/jte20120111","title":"Curling Control in Concrete Slabs Using Fiber Reinforcement","year":2014,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement 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":"University of Alberta; University of British Columbia","funders":"","keywords":"Curling; Materials science; Composite material; Cracking; Slab; Durability; Cellulose fiber; Volume fraction; Geotechnical engineering; Fiber; Structural engineering; Engineering","score_opus":0.047905292838782074,"score_gpt":0.28793247157177637,"score_spread":0.24002717873299428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057764693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991295,0.00013354498,0.00052942114,0.0000025676786,0.0000018991393,0.000005863165,0.000018071847,0.000019341684,0.00015984535],"genre_scores_gemma":[0.998558,0.00008864838,0.0009187752,0.0000022907666,0.0000011930343,0.0000040095883,0.00002780728,0.0000066766247,0.00039257188],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980754,0.00002286534,0.000011718616,0.00003313589,0.000086372274,0.000038403312],"domain_scores_gemma":[0.99971586,0.00004125385,0.00011579355,0.00001988046,0.00006662159,0.000040573927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001755826,0.0003541111,0.00022469943,0.000244846,0.00014812335,0.0001640174,0.00017096763,0.0001554471,0.0006739484],"category_scores_gemma":[0.00020127285,0.00013184747,0.0001484994,0.00012949752,0.00021436182,0.000136742,0.00015361512,0.00021008692,0.0001149428],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006353564,0.000016641257,0.00018351503,0.000018020433,0.0000026318294,0.000013639948,0.00001317081,0.0002796264,0.998789,0.000005033155,0.0000035997825,0.0006115342],"study_design_scores_gemma":[0.000003623109,0.00048803736,0.0024364104,0.0000023221887,0.0000059129416,0.000017455759,0.000011714873,0.0009126694,0.99595624,0.000002830261,0.00015968499,0.0000029795603],"about_ca_topic_score_codex":0.0019335559,"about_ca_topic_score_gemma":0.004184642,"teacher_disagreement_score":0.0019335559,"about_ca_system_score_codex":0.00021036815,"about_ca_system_score_gemma":0.00015440136,"threshold_uncertainty_score":0.0038446188},"labels":[],"label_agreement":null},{"id":"W2061385794","doi":"10.3390/ma8031089","title":"Factorial Design Approach in Proportioning Prestressed Self-Compacting Concrete","year":2015,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":"Cement Association of Canada","funders":"National Natural Science Foundation of China","keywords":"Prestressed concrete; Factorial experiment; Structural engineering; Materials science; Geotechnical engineering; Engineering; Composite material; Mathematics; Statistics","score_opus":0.04823807554873134,"score_gpt":0.24086174226623858,"score_spread":0.19262366671750725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061385794","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":[0.17263635,0.0003638528,0.8217238,0.000033572713,0.00007425524,0.002298009,0.00027093242,0.00065501063,0.0019442483],"genre_scores_gemma":[0.50732607,0.00030788942,0.48293027,0.000071743525,0.00002264719,0.00667589,0.00021712646,0.000068933645,0.0023794812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99443996,0.0040306477,0.0001880807,0.0004941357,0.00058974687,0.00025742542],"domain_scores_gemma":[0.99723417,0.0018417644,0.00036727515,0.00024010809,0.00026110306,0.000055727618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00606845,0.0013317384,0.0012654406,0.0008530485,0.00043724937,0.0007749618,0.0012865866,0.00065193645,0.0023921214],"category_scores_gemma":[0.0053101396,0.000584385,0.001500174,0.00065599545,0.00058556977,0.00049840024,0.00046623166,0.0009476755,0.00025566688],"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":[0.0058380095,0.0024779877,0.004310539,0.00092343555,0.0007762411,0.00015694789,0.0003897366,0.809147,0.07989511,0.017833821,0.00037471595,0.077876404],"study_design_scores_gemma":[0.0006704662,0.02145602,0.0047594784,0.000052753778,0.0004660594,0.000097669545,0.00008551498,0.9028377,0.055760194,0.006251984,0.0074263373,0.00013596707],"about_ca_topic_score_codex":0.0019899218,"about_ca_topic_score_gemma":0.0025265035,"teacher_disagreement_score":0.00606845,"about_ca_system_score_codex":0.0012671279,"about_ca_system_score_gemma":0.0013010101,"threshold_uncertainty_score":0.032093406},"labels":[],"label_agreement":null},{"id":"W2062043864","doi":"10.1617/s11527-011-9784-z","title":"Design of SFRC structural elements: post-cracking tensile strength measurement","year":2011,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Hydro-Québec; Polytechnique Montréal","funders":"","keywords":"Cracking; Materials science; Ultimate tensile strength; Solid mechanics; Composite material; Structural engineering; Bending; Tensile testing; Beam (structure); Tension (geology); Engineering","score_opus":0.03573738998696136,"score_gpt":0.21859876096032946,"score_spread":0.1828613709733681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062043864","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.577303,0.0001275753,0.4082977,0.0001391347,0.00006505788,0.0008411993,0.000544443,0.0011398088,0.01154215],"genre_scores_gemma":[0.85508823,0.000034185407,0.14097546,0.000021563099,0.0000064489163,0.00030403188,0.00017918022,0.00005904675,0.0033318033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909973,0.000092089474,0.000041425723,0.00015734599,0.0005384464,0.000070995295],"domain_scores_gemma":[0.99877125,0.00013576225,0.0001751292,0.00018540582,0.00065958255,0.000072869145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008144357,0.00073813094,0.0004534815,0.0005471175,0.00034261993,0.00037508746,0.0012494648,0.0010283852,0.0023101664],"category_scores_gemma":[0.0011232819,0.00042565627,0.00021442129,0.00025197957,0.00052154285,0.00042117442,0.00035012554,0.00043031358,0.0008555333],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057721644,0.0003814249,0.0065920665,0.00034399965,0.000025668662,0.000097073564,0.0003622638,0.08704109,0.82916224,0.0026996736,0.0009593302,0.07175788],"study_design_scores_gemma":[0.000095671385,0.0018977021,0.016390454,0.000029598521,0.000047295685,0.00011678767,0.00016025428,0.23885772,0.7327565,0.00033694867,0.00926499,0.000046162477],"about_ca_topic_score_codex":0.0017270098,"about_ca_topic_score_gemma":0.0038762859,"teacher_disagreement_score":0.0023101664,"about_ca_system_score_codex":0.0006802479,"about_ca_system_score_gemma":0.0008481939,"threshold_uncertainty_score":0.007728219},"labels":[],"label_agreement":null},{"id":"W2064636962","doi":"10.1680/macr.14.00197","title":"Effect of expanded slate aggregate on fresh properties and shear behaviour of lightweight SCC beams","year":2015,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Composite material; Compressive strength; Aggregate (composite); Superplasticizer; Cracking; Metakaolin; Fly ash; Shear (geology)","score_opus":0.05776575637019388,"score_gpt":0.3104847690103406,"score_spread":0.25271901264014673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064636962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99921143,0.00011843689,0.00035808663,0.0000028115735,0.0000019066815,0.0000058501346,0.000027956557,0.000014908598,0.00025861248],"genre_scores_gemma":[0.99874413,0.0001177641,0.00070379965,0.000005521585,0.0000015074901,0.0000056983586,0.000039652416,0.0000063702446,0.00037549174],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973124,0.000046975107,0.000028349843,0.00003805459,0.00011340197,0.000041926134],"domain_scores_gemma":[0.99961686,0.00007929201,0.00013768619,0.000017992215,0.00006554245,0.00008263232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029953808,0.00050415186,0.000217899,0.00036205124,0.000114797665,0.00022567612,0.00016437515,0.000172642,0.0009474904],"category_scores_gemma":[0.0004298335,0.00021182597,0.00023654841,0.00021056739,0.00016858104,0.00021311421,0.00024528036,0.00025397594,0.00013692962],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002788687,0.000037718146,0.0012952451,0.000036675254,0.000014391633,0.000054292897,0.0000347556,0.0007638595,0.9955195,0.000027630604,0.000009975012,0.0019270737],"study_design_scores_gemma":[0.00000922456,0.0009475525,0.009808799,0.0000059736963,0.000039617225,0.000047437912,0.00002806318,0.0014122045,0.98730046,0.000008332836,0.00038427516,0.000008048859],"about_ca_topic_score_codex":0.0011587589,"about_ca_topic_score_gemma":0.0037618936,"teacher_disagreement_score":0.0011587589,"about_ca_system_score_codex":0.00022497638,"about_ca_system_score_gemma":0.00020420957,"threshold_uncertainty_score":0.0031697154},"labels":[],"label_agreement":null},{"id":"W2064829961","doi":"10.1520/jai102406","title":"Assessing the Durability of Engineered Cementitious Composites Under Freezing and Thawing Cycles","year":2009,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Durability; Materials science; Composite material; Cementitious; Cement","score_opus":0.015878758471827306,"score_gpt":0.27743163479966626,"score_spread":0.26155287632783897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064829961","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980773,0.00036571198,0.0011894134,0.0000040681384,0.000008109353,0.00000807084,0.000073531635,0.000022891934,0.00025098165],"genre_scores_gemma":[0.9982646,0.00014629244,0.00094823533,0.000007176223,0.0000024338638,0.000007847862,0.00009640271,0.00001109554,0.00051603385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978334,0.00002151339,0.000024341229,0.00004033811,0.000096527925,0.000034001314],"domain_scores_gemma":[0.99947625,0.000114818795,0.00014510623,0.00005432974,0.00014583328,0.00006362041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036168296,0.00037166895,0.00019630596,0.00030895838,0.00020628808,0.00015652723,0.00016211226,0.00024075486,0.00071908574],"category_scores_gemma":[0.00048277885,0.00013158271,0.00021454768,0.00017762028,0.00020474377,0.00027889913,0.00016269948,0.00033731823,0.00010737127],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007318126,0.00001632675,0.00095686,0.000032089807,0.000007835012,0.00005973535,0.00006269669,0.00034795323,0.9967822,0.000013882959,0.000006981309,0.0016402818],"study_design_scores_gemma":[0.0000018477401,0.00047067885,0.010033825,0.000005811841,0.000021352358,0.0000914662,0.00005924873,0.0008735793,0.9881126,0.000011345961,0.00031019346,0.000007991968],"about_ca_topic_score_codex":0.00071013556,"about_ca_topic_score_gemma":0.0012592534,"teacher_disagreement_score":0.00071908574,"about_ca_system_score_codex":0.000135107,"about_ca_system_score_gemma":0.00010743374,"threshold_uncertainty_score":0.0024056435},"labels":[],"label_agreement":null},{"id":"W2064915632","doi":"10.1680/macr.13.00250","title":"Self-healing ability of cementitious composites: effect of addition of pre-soaked expanded perlite","year":2014,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Türkiye Bilimler Akademisi","keywords":"Perlite; Materials science; Composite material; Ultimate tensile strength; Compressive strength; Cementitious; Permeability (electromagnetism); Chloride; Aggregate (composite); Cement; Metallurgy; Chemistry; Membrane","score_opus":0.016350893910225168,"score_gpt":0.2996020328584583,"score_spread":0.28325113894823317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064915632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99886096,0.0005275441,0.00034535854,0.000009079352,0.000008165111,0.000007242951,0.000025969613,0.000012819359,0.00020286963],"genre_scores_gemma":[0.99797624,0.00032440614,0.0011843683,0.000011646805,0.0000032990592,0.0000068576833,0.000050667848,0.000007624907,0.00043490974],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981934,0.000027772765,0.000021783528,0.000036284957,0.000063032436,0.00003177599],"domain_scores_gemma":[0.9996506,0.00008845996,0.00009047658,0.00003174682,0.00007539341,0.00006328112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022795722,0.00033094874,0.000252884,0.00019269691,0.00013281479,0.0002070422,0.00016632194,0.00026526873,0.0006025743],"category_scores_gemma":[0.00039859422,0.00017587634,0.0002163738,0.000112197406,0.00018422425,0.0003068021,0.00016894472,0.00036823264,0.00011341636],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007318355,0.000018124081,0.00018502491,0.000034638862,0.000004313461,0.000021641848,0.000022932367,0.00004664054,0.99884415,0.000004834451,0.0000033515698,0.00074109127],"study_design_scores_gemma":[0.00000273995,0.00040237556,0.0026461945,0.000003193882,0.000015062974,0.000051523304,0.000033297463,0.00022942646,0.99626166,0.0000031888328,0.00034671792,0.0000046203363],"about_ca_topic_score_codex":0.00066133024,"about_ca_topic_score_gemma":0.0019899067,"teacher_disagreement_score":0.00066133024,"about_ca_system_score_codex":0.0000954403,"about_ca_system_score_gemma":0.00017555381,"threshold_uncertainty_score":0.002015829},"labels":[],"label_agreement":null},{"id":"W2066648581","doi":"10.1617/s11527-014-0354-z","title":"Influence of fiber content and reinforcement ratio on the water permeability of reinforced concrete","year":2014,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"","keywords":"Durability; Fiber-reinforced concrete; Materials science; Reinforcement; Composite material; Permeability (electromagnetism); Reinforced concrete; Structural engineering; Engineering","score_opus":0.013349280832906844,"score_gpt":0.20647169600637472,"score_spread":0.19312241517346787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066648581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99822444,0.00030815517,0.00051219325,0.000014418301,0.0000071653344,0.0000029918822,0.000029638877,0.000016315375,0.0008847037],"genre_scores_gemma":[0.9995009,0.0000942485,0.00011669822,0.000003340676,0.0000027925412,0.0000010481901,0.000012156198,0.000006742645,0.00026225345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997702,0.00006233228,0.000012499038,0.00004038103,0.000055918485,0.000058661004],"domain_scores_gemma":[0.9985511,0.0010238349,0.00019396628,0.000041056486,0.00009915524,0.000090918395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033169577,0.0002768164,0.000256798,0.00033651543,0.0002192254,0.0003583977,0.00024765494,0.00032039144,0.0018954328],"category_scores_gemma":[0.0015101654,0.00031498075,0.00019397073,0.00023907884,0.00059654284,0.0004987897,0.00020767884,0.0002908075,0.00024725197],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028564914,0.00013038263,0.0039283545,0.00014207658,0.000039035567,0.000481365,0.00014798332,0.010136289,0.97624266,0.00030874714,0.000097785814,0.005488906],"study_design_scores_gemma":[0.000024405466,0.0005938826,0.014008321,0.000012086642,0.00008299057,0.00016088404,0.00011633385,0.012219695,0.97219783,0.00009792631,0.00046153806,0.00002407602],"about_ca_topic_score_codex":0.0013198175,"about_ca_topic_score_gemma":0.0017417679,"teacher_disagreement_score":0.0018954328,"about_ca_system_score_codex":0.00024420326,"about_ca_system_score_gemma":0.00022271408,"threshold_uncertainty_score":0.0063408613},"labels":[],"label_agreement":null},{"id":"W2069277403","doi":"10.1016/j.conbuildmat.2014.11.017","title":"Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages","year":2014,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":484,"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":"Durability; Materials science; Composite material; Flexural strength; Ultimate tensile strength; Fiber; Chloride; Compressive strength; Degradation (telecommunications); Metallurgy","score_opus":0.02792455268464229,"score_gpt":0.20062137459744314,"score_spread":0.17269682191280086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069277403","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987815,0.00021326526,0.0006560893,0.0000043514488,0.0000023507864,0.0000024121723,0.000024947705,0.000008579251,0.0003065182],"genre_scores_gemma":[0.998719,0.00012038464,0.0006378023,0.0000026341631,0.00000118862,0.0000027350295,0.000037196663,0.0000036501767,0.00047536395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985456,0.0000146392385,0.000010412553,0.00002485234,0.00006688141,0.000028670356],"domain_scores_gemma":[0.999833,0.000032908156,0.00005937257,0.000010897923,0.00004088805,0.000022896977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027484063,0.0002439968,0.00013819517,0.00035591892,0.0001431509,0.0001360479,0.0002271932,0.00021634037,0.000910763],"category_scores_gemma":[0.00022714838,0.0001491199,0.00021285446,0.00030570722,0.0002341885,0.00038873445,0.00016685599,0.0002195896,0.00012330648],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015494922,0.00003418529,0.0009774576,0.00005181924,0.0000072558405,0.000034073615,0.00004012568,0.0012746778,0.99454015,0.00012379562,0.000018616483,0.0027428602],"study_design_scores_gemma":[0.000004739661,0.00048323086,0.006902378,0.0000058411797,0.000024051214,0.00004716721,0.000040251707,0.003388143,0.9885528,0.000027995475,0.00051427196,0.000009263784],"about_ca_topic_score_codex":0.00070092856,"about_ca_topic_score_gemma":0.0023440768,"teacher_disagreement_score":0.000910763,"about_ca_system_score_codex":0.00019309272,"about_ca_system_score_gemma":0.00016661544,"threshold_uncertainty_score":0.0030468106},"labels":[],"label_agreement":null},{"id":"W2070417657","doi":"10.1504/ijmme.2011.041449","title":"Thermal characterisation of a lightweight mortar containing expanded perlite for underground insulation","year":2011,"lang":"en","type":"article","venue":"International Journal of Mining and Mineral Engineering","topic":"Innovative concrete reinforcement 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":"Canadian Natural Resources","funders":"","keywords":"Perlite; Shotcrete; Mortar; Materials science; Thermal diffusivity; Thermal conductivity; Thermal insulation; Composite material; Geotechnical engineering; Geology","score_opus":0.023506426962707744,"score_gpt":0.22824302175052444,"score_spread":0.2047365947878167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070417657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99770004,0.00022184919,0.001675254,0.0000049153255,0.0000036308581,0.0000064299693,0.000045671928,0.000013537753,0.00032864598],"genre_scores_gemma":[0.99755645,0.00012361011,0.0014636555,0.0000054124343,0.000001914401,0.0000052292085,0.000079532416,0.000010976253,0.00075318635],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998385,0.000017951194,0.000009916766,0.000028200362,0.00008524686,0.000020197278],"domain_scores_gemma":[0.9998091,0.000041303283,0.00004589326,0.000018720468,0.00006116561,0.000023833169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001788923,0.00020470745,0.00024857657,0.00045415224,0.00017963156,0.00027092797,0.00019633965,0.0002679494,0.0006039666],"category_scores_gemma":[0.00029659126,0.00013395617,0.00016604702,0.00021002522,0.0002161212,0.00021063087,0.000115130046,0.00016672224,0.00019410392],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000068993024,0.000009905851,0.0007453791,0.00003698425,0.0000036059027,0.000062886415,0.00003422664,0.00018008852,0.9974262,0.000022269976,0.000008267244,0.0014013074],"study_design_scores_gemma":[0.0000048808747,0.00071547437,0.019751525,0.0000150332335,0.000032140008,0.00034831048,0.00014458224,0.0013579745,0.97626364,0.0000225194,0.00133417,0.000009752728],"about_ca_topic_score_codex":0.00041737108,"about_ca_topic_score_gemma":0.0019155017,"teacher_disagreement_score":0.0006039666,"about_ca_system_score_codex":0.00011181355,"about_ca_system_score_gemma":0.000097144664,"threshold_uncertainty_score":0.0020204782},"labels":[],"label_agreement":null},{"id":"W2071701310","doi":"10.1016/j.compositesb.2012.08.015","title":"Improving the workability and rheological properties of Engineered Cementitious Composites using factorial experimental design","year":2012,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Micromechanics; Materials science; Rheology; Composite material; Factorial experiment; Fiber; Composite number; Flexural strength; Mathematics","score_opus":0.045683501094598754,"score_gpt":0.22044538848689915,"score_spread":0.1747618873923004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071701310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923124,0.00005504755,0.0072213765,0.000010289155,0.00000863288,0.00005889895,0.0000619726,0.00004017268,0.0002312464],"genre_scores_gemma":[0.9859066,0.000083308354,0.012971972,0.000013360772,0.000005888972,0.00020435217,0.00010099074,0.000026837604,0.0006865557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909866,0.00022539543,0.000113357455,0.00020885089,0.00019714577,0.00015658388],"domain_scores_gemma":[0.9987632,0.00050078845,0.00033559836,0.00018440485,0.00014431567,0.000071695475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011773215,0.0005586498,0.0004938038,0.00039542606,0.00047238116,0.0004227728,0.000510264,0.00038756643,0.0011080186],"category_scores_gemma":[0.0013479096,0.00030350857,0.00043974293,0.00035591365,0.0005374856,0.000533977,0.00028443252,0.0004989576,0.0000961532],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018931812,0.0017396997,0.00072622177,0.00007602327,0.000024921948,0.000019256739,0.00006209622,0.0043545538,0.9832423,0.00038184272,0.000025909389,0.0074539767],"study_design_scores_gemma":[0.00016293811,0.004300498,0.0026549688,0.0000030117405,0.000059700265,0.000018672066,0.00001651454,0.007990596,0.98415226,0.00012787721,0.00048427386,0.000028578903],"about_ca_topic_score_codex":0.0009778044,"about_ca_topic_score_gemma":0.0016826687,"teacher_disagreement_score":0.0011773215,"about_ca_system_score_codex":0.0009020151,"about_ca_system_score_gemma":0.0005151591,"threshold_uncertainty_score":0.00654459},"labels":[],"label_agreement":null},{"id":"W2075614202","doi":"10.1139/l05-039","title":"Impact response of the fiber-matrix bond in concrete","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Stiffening; Composite material; Fiber; Bond strength; Fiber pull-out; Fiber-reinforced concrete; Matrix (chemical analysis); Structural engineering; Composite number; Adhesive; Layer (electronics); Engineering","score_opus":0.006512826027958202,"score_gpt":0.2152950216897166,"score_spread":0.2087821956617584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075614202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990213,0.000121514146,0.00037053306,0.0000048280276,0.0000033303434,0.0000139898675,0.000036512556,0.000015752934,0.0004122065],"genre_scores_gemma":[0.9985506,0.000115300325,0.00032594812,0.000008501547,0.0000012131205,0.000005012412,0.00006777471,0.0000059806093,0.00091971125],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963117,0.000022927858,0.000016635686,0.000055919347,0.00019855631,0.00007470528],"domain_scores_gemma":[0.99957556,0.0001018577,0.00008804379,0.00002781805,0.000120322075,0.00008634128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030672783,0.0005376445,0.0002828686,0.00037316346,0.00028582843,0.00023618218,0.0002919309,0.00053510914,0.0028986933],"category_scores_gemma":[0.0005915062,0.00032243345,0.00024365669,0.000247894,0.00031871523,0.0004124752,0.00042904136,0.00048727012,0.0003780098],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030373572,0.00006144739,0.0018539171,0.000041748473,0.0000065739887,0.00014299079,0.00011207506,0.0010079078,0.9939487,0.000034425237,0.000023796369,0.002462777],"study_design_scores_gemma":[0.0000114395025,0.0017306178,0.022314014,0.000009145381,0.000013214073,0.00014865407,0.00013545308,0.0035441057,0.971659,0.000032007643,0.00038950916,0.000012913375],"about_ca_topic_score_codex":0.0024345547,"about_ca_topic_score_gemma":0.00327695,"teacher_disagreement_score":0.0028986933,"about_ca_system_score_codex":0.000352891,"about_ca_system_score_gemma":0.00022419715,"threshold_uncertainty_score":0.00969708},"labels":[],"label_agreement":null},{"id":"W2078513558","doi":"10.1007/s11431-010-4061-x","title":"Experimental study of dynamic mechanical properties of reactive powder concrete under high-strain-rate impacts","year":2010,"lang":"en","type":"article","venue":"Science in China. Series E, Technological sciences/Science in China. Series E, Technological Sciences","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":53,"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":"Split-Hopkinson pressure bar; Materials science; Composite material; Strain rate; Fiber; Brittleness; Compressive strength; Strain (injury); Volume fraction; Compression (physics); Volume (thermodynamics); Residual strength","score_opus":0.020852169244014895,"score_gpt":0.27901443649958596,"score_spread":0.25816226725557107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078513558","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99874026,0.00004050879,0.00048337362,0.000007552612,0.000006192332,0.000010933644,0.00016735577,0.000013202221,0.0005307016],"genre_scores_gemma":[0.99914014,0.000039596784,0.00023762671,0.0000040485274,0.0000025841307,0.000008582618,0.000112827205,0.000005210727,0.00044940037],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961555,0.000029065894,0.000023815015,0.000074587086,0.00016632782,0.000090569745],"domain_scores_gemma":[0.9995453,0.00011319236,0.00007909737,0.00006280043,0.00013560342,0.00006402288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043637786,0.0005825587,0.00046506632,0.0005592974,0.00060345884,0.00021017005,0.00060984876,0.00068209256,0.0025465193],"category_scores_gemma":[0.0004039272,0.0003358507,0.00044752914,0.0004887967,0.00061080593,0.0005219111,0.00044236434,0.0006925684,0.00032056557],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083183683,0.00026822087,0.0033043276,0.00006215343,0.000019643781,0.0001244852,0.00012703286,0.0017925443,0.99107164,0.00009258016,0.00004951264,0.0022559965],"study_design_scores_gemma":[0.00008354847,0.0027549064,0.07472449,0.000009511276,0.00006218775,0.00016384225,0.000284787,0.007736276,0.9133192,0.00009396062,0.0007253402,0.000042128122],"about_ca_topic_score_codex":0.0016090177,"about_ca_topic_score_gemma":0.0022292114,"teacher_disagreement_score":0.0025465193,"about_ca_system_score_codex":0.00021598875,"about_ca_system_score_gemma":0.00024197638,"threshold_uncertainty_score":0.008518934},"labels":[],"label_agreement":null},{"id":"W2079842563","doi":"10.1007/s11527-005-9045-0","title":"Time dependent behavior of elements combining ultra-high performance fiber reinforced concretes (UHPFRC) and reinforced concrete","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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 Toronto","funders":"","keywords":"Structural engineering; Materials science; Fiber-reinforced concrete; Serviceability (structure); Solid mechanics; Parametric statistics; Durability; Composite number; Reinforced concrete; Composite construction; Reinforcement; Composite material; Engineering","score_opus":0.005626182968218993,"score_gpt":0.1987504471290896,"score_spread":0.1931242641608706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079842563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972595,0.00007433171,0.0013982834,0.0000139479325,0.000007909276,0.0000034747636,0.000037479127,0.0000426674,0.0011622729],"genre_scores_gemma":[0.9982913,0.000032433207,0.0003947128,0.000003656894,0.0000015591264,0.0000015247211,0.000054941815,0.000013033084,0.0012067803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998585,0.000014672772,0.0000035789265,0.000028840743,0.000060924227,0.000033520995],"domain_scores_gemma":[0.99940646,0.00022501229,0.00010472589,0.00003790252,0.00014044512,0.00008548374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015177955,0.00021059431,0.00018214279,0.0005280096,0.00025773278,0.00031234504,0.00027695604,0.0004279734,0.002346664],"category_scores_gemma":[0.0007361468,0.00022543568,0.000172991,0.00028896163,0.0005650131,0.000405057,0.00019949007,0.00026747287,0.0003439262],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088045234,0.00015662311,0.0075039524,0.00007129583,0.000029857625,0.00047170045,0.00031375673,0.044803575,0.9383968,0.00084216666,0.00019299469,0.0063367663],"study_design_scores_gemma":[0.000024715493,0.001170157,0.038581844,0.000021636593,0.000056024797,0.000354718,0.00039131986,0.2427303,0.71443725,0.00041205416,0.0017735342,0.00004641674],"about_ca_topic_score_codex":0.0016376637,"about_ca_topic_score_gemma":0.0029759167,"teacher_disagreement_score":0.002346664,"about_ca_system_score_codex":0.00031250616,"about_ca_system_score_gemma":0.00019010184,"threshold_uncertainty_score":0.007850349},"labels":[],"label_agreement":null},{"id":"W2080711280","doi":"10.1139/l07-011","title":"Effect of micro air void system on the permeability of latex-modified concretes with ordinary Portland and very early strength cements","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Portland cement; Materials science; Composite material; Air entrainment; Void (composites); Air permeability specific surface; Cement; Compressive strength; Permeability (electromagnetism)","score_opus":0.004707006431442136,"score_gpt":0.1792914179070197,"score_spread":0.17458441147557754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080711280","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990841,0.00008990431,0.000580087,0.000004150628,0.0000023317489,0.0000040441446,0.00001242661,0.000014233313,0.0002087047],"genre_scores_gemma":[0.99936587,0.000030786636,0.00040173397,0.0000034585025,6.4303055e-7,0.0000017698568,0.000011715796,0.0000050712833,0.00017905638],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996879,0.000053957094,0.000022949811,0.000051101433,0.0001334454,0.000050539475],"domain_scores_gemma":[0.9991823,0.00027722915,0.00027001082,0.00004830835,0.00011462771,0.000107587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025385513,0.00030740118,0.0002131715,0.00024233357,0.00014782099,0.00039726932,0.00016266225,0.00029527873,0.0008735558],"category_scores_gemma":[0.0007744211,0.00021931717,0.0002844515,0.00010697168,0.00036679755,0.00041765327,0.00030007918,0.00040315263,0.000111166526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013694071,0.000025887603,0.0019176624,0.0000326556,0.00001044585,0.000074749834,0.000050429873,0.0006220195,0.9958528,0.00002359513,0.0000053916874,0.0012473428],"study_design_scores_gemma":[0.000004964063,0.0005080929,0.021289296,0.000004590202,0.00002558115,0.00015123087,0.00008280084,0.0023539609,0.9753228,0.000018377206,0.00022567075,0.000012618812],"about_ca_topic_score_codex":0.0014682849,"about_ca_topic_score_gemma":0.002507143,"teacher_disagreement_score":0.0014682849,"about_ca_system_score_codex":0.00027577297,"about_ca_system_score_gemma":0.0001640321,"threshold_uncertainty_score":0.0029223561},"labels":[],"label_agreement":null},{"id":"W2081656118","doi":"10.4028/www.scientific.net/amr.1079-1080.280","title":"Study on Bridge Deck Link Slabs of Simply Supported Girder Bridges","year":2014,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Innovative concrete reinforcement 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":"Ministry of Transportation of Ontario","funders":"","keywords":"Deck; Structural engineering; Slab; Bridge (graph theory); Girder; Link (geometry); Bridge deck; Engineering; Internal forces; Stress (linguistics); Computer science","score_opus":0.07127851149083105,"score_gpt":0.3750751926640929,"score_spread":0.30379668117326186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081656118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985864,0.00009152598,0.0006388225,0.000009108108,0.0000023227367,0.0000032563664,0.000036472724,0.000006161167,0.00062588014],"genre_scores_gemma":[0.99830925,0.00009795519,0.00047882195,0.0000034852085,0.000003019581,0.000002457755,0.00009307482,0.000003244893,0.0010086584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998592,0.000015482672,0.000004957316,0.00002335251,0.000057682377,0.00003918556],"domain_scores_gemma":[0.9998696,0.00002274952,0.000025090669,0.000012452556,0.000050335217,0.0000196993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017650616,0.0002748003,0.00024638878,0.00068869005,0.00046703924,0.00027571776,0.00024704862,0.00030869307,0.0023615158],"category_scores_gemma":[0.0002781956,0.00022727683,0.00024087769,0.0003087652,0.00033087618,0.00024916933,0.0002938924,0.000119649216,0.00025552165],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008596896,0.00026361187,0.13765265,0.0005314239,0.000074166615,0.0031835577,0.0028801172,0.027022952,0.7766276,0.0017531731,0.00081896456,0.04833205],"study_design_scores_gemma":[0.000036745216,0.00166863,0.72559386,0.00011618908,0.00013430143,0.0019562112,0.005698483,0.11040499,0.14775294,0.0011505276,0.005415681,0.00007139249],"about_ca_topic_score_codex":0.0033103344,"about_ca_topic_score_gemma":0.005410096,"teacher_disagreement_score":0.0033103344,"about_ca_system_score_codex":0.00016239865,"about_ca_system_score_gemma":0.0002692023,"threshold_uncertainty_score":0.0079},"labels":[],"label_agreement":null},{"id":"W2083198278","doi":"10.1007/s40069-013-0059-7","title":"Principal Component and Multiple Regression Analysis for Steel Fiber Reinforced Concrete (SFRC) Beams","year":2013,"lang":"en","type":"article","venue":"International Journal of Concrete Structures and Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fiber-reinforced concrete; Structural engineering; Shear (geology); Beam (structure); Shear strength (soil); Materials science; Structural material; Fiber; Composite material; Engineering; Geology","score_opus":0.01184109226377276,"score_gpt":0.24946719749471394,"score_spread":0.2376261052309412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083198278","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":[0.43680924,0.0004447675,0.558116,0.00006603236,0.00003850895,0.00019691486,0.0013203424,0.0019555218,0.0010526963],"genre_scores_gemma":[0.7472991,0.00035871734,0.24776874,0.000014052316,0.000020009638,0.00036730585,0.002713301,0.00020622194,0.0012525781],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99789184,0.00092429016,0.00013514522,0.00034355122,0.0006028201,0.00010231481],"domain_scores_gemma":[0.9956182,0.0027013924,0.0003222961,0.00036509964,0.0009409406,0.000052055108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029706922,0.0010993592,0.0006799083,0.0029490255,0.0003194846,0.00047072186,0.00048437304,0.00032945126,0.001838072],"category_scores_gemma":[0.008643001,0.00025587587,0.0013625531,0.0026549844,0.00017851642,0.0005588175,0.00034098397,0.00051421917,0.0009687994],"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":[0.00061683,0.00045622815,0.12021521,0.00029899637,0.00082809845,0.00018705844,0.00025503713,0.15985003,0.029295249,0.002731955,0.0021015897,0.68316376],"study_design_scores_gemma":[0.000039565453,0.00042717773,0.10761888,0.000030867162,0.00021842378,0.0001608559,0.0001650853,0.87483215,0.01201367,0.0017280375,0.0026904624,0.00007490731],"about_ca_topic_score_codex":0.005996989,"about_ca_topic_score_gemma":0.004272835,"teacher_disagreement_score":0.005996989,"about_ca_system_score_codex":0.00030801722,"about_ca_system_score_gemma":0.0008590921,"threshold_uncertainty_score":0.015710711},"labels":[],"label_agreement":null},{"id":"W2084642748","doi":"10.5539/mas.v3n2p71","title":"Effect of Polypropylene Fiber on Shrinkage Properties of Cement-stabilized Macadam","year":2009,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovative concrete reinforcement 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":"Shrinkage; Composite material; Materials science; Curing (chemistry); Polypropylene; Cement; Fiber; Volume fraction","score_opus":0.009862598538528947,"score_gpt":0.22562262264512012,"score_spread":0.21576002410659118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084642748","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864763,0.00019460836,0.0008826701,0.0000043055516,0.0000036043498,0.000006657424,0.000030126344,0.000014905872,0.00021565167],"genre_scores_gemma":[0.99876344,0.000107379055,0.0008530736,0.000004642774,0.0000020917282,0.0000057142884,0.000026636873,0.000007537575,0.00022949143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979836,0.000022652473,0.00001537479,0.000048032733,0.00008677596,0.000028796327],"domain_scores_gemma":[0.999405,0.00022314554,0.00018638748,0.000044954093,0.000086706335,0.000053830616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031901314,0.0004973071,0.0002516156,0.00022124166,0.00011467118,0.0001459477,0.00012780231,0.00018579708,0.0009898447],"category_scores_gemma":[0.0008294466,0.00015258738,0.00018243321,0.0001555144,0.00019421501,0.00029594186,0.00013895695,0.00025773744,0.00010686789],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014806801,0.000023418088,0.00036748257,0.000038503636,0.0000042312354,0.000025790676,0.00002379034,0.00048749993,0.996795,0.000022252105,0.0000052373553,0.0020587354],"study_design_scores_gemma":[0.000007869298,0.0006532931,0.004198581,0.0000036140564,0.000012957069,0.00003659217,0.000011583646,0.001232157,0.99350667,0.000008311398,0.00032164846,0.0000068071286],"about_ca_topic_score_codex":0.00030438395,"about_ca_topic_score_gemma":0.0006963349,"teacher_disagreement_score":0.0009898447,"about_ca_system_score_codex":0.00012546689,"about_ca_system_score_gemma":0.00010842753,"threshold_uncertainty_score":0.0033113956},"labels":[],"label_agreement":null},{"id":"W2085960501","doi":"10.1520/jai12470","title":"Performance of a New Co-Polymer Sulfonate-Based Mid-Range Water-Reducing Admixture","year":2005,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke; Handy Chemicals (Canada); Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Superplasticizer; Slump; Materials science; Sulfonate; Cement; Polymer; Water–cement ratio; Composite material; Range (aeronautics); Chemical engineering; Sodium; Metallurgy","score_opus":0.012322399798447717,"score_gpt":0.2451451096208727,"score_spread":0.23282270982242498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085960501","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99379927,0.0013497788,0.0032000323,0.000040820414,0.000046219822,0.000048032423,0.00014888191,0.00020855542,0.0011583843],"genre_scores_gemma":[0.9866925,0.0009718491,0.007706351,0.000053233438,0.000019509574,0.00003911682,0.00043363692,0.000048204165,0.0040356987],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998259,0.000023917406,0.000017431923,0.00005852446,0.000053391916,0.000020919664],"domain_scores_gemma":[0.9998654,0.000016307104,0.00003140328,0.000012398196,0.00003208578,0.00004249293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002773545,0.0004535165,0.0002927601,0.00032201287,0.00012859347,0.00023805733,0.0004529585,0.00037337182,0.0012880468],"category_scores_gemma":[0.00020965768,0.00013364143,0.0003251865,0.0002138117,0.00011081356,0.00031914577,0.00019617984,0.000452434,0.00060353475],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001824255,0.0001225427,0.00011110166,0.000064547945,0.000011152527,0.000020083166,0.000012094321,0.00019891685,0.99622345,0.00003732504,0.000050665367,0.0029656268],"study_design_scores_gemma":[0.000008733663,0.00079037785,0.00029372444,0.0000022747777,0.000012263311,0.000032020962,0.0000028867717,0.0006124251,0.9971577,0.0000022488932,0.0010812576,0.000004241572],"about_ca_topic_score_codex":0.0004898758,"about_ca_topic_score_gemma":0.0005372787,"teacher_disagreement_score":0.0012880468,"about_ca_system_score_codex":0.00014655644,"about_ca_system_score_gemma":0.00018010096,"threshold_uncertainty_score":0.0043089986},"labels":[],"label_agreement":null},{"id":"W2089716578","doi":"10.1016/j.cemconcomp.2008.09.001","title":"Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":336,"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; Aecom (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; École Polytechnique Fédérale de Lausanne; Deutsche Forschungsgemeinschaft","keywords":"Materials science; Structural engineering; Composite material; Bending; Ultimate tensile strength; Three point flexural test; Drop (telecommunication); Flexural strength; Engineering","score_opus":0.013044167850000746,"score_gpt":0.22591163605954961,"score_spread":0.21286746820954888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089716578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99897134,0.000049857394,0.00026548613,0.000011157764,0.000007980774,0.000005654248,0.000056282177,0.00002984925,0.00060240895],"genre_scores_gemma":[0.99821585,0.000045852168,0.0001329572,0.000014545374,0.00000198372,0.0000031507377,0.000102228536,0.000008558355,0.0014749006],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978644,0.000016507527,0.000007241288,0.00003189657,0.000069892376,0.00008801425],"domain_scores_gemma":[0.99963796,0.00011998605,0.000041429666,0.000019344296,0.0000918564,0.00008937106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022174683,0.00026971768,0.0002925698,0.00031936617,0.00040101496,0.000288533,0.00034310206,0.00066594407,0.0043899557],"category_scores_gemma":[0.00058235496,0.0002349747,0.00022615366,0.00026330558,0.000579633,0.00027096467,0.0003133251,0.00031575313,0.0004926395],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016505246,0.00010016181,0.0019538614,0.00004119054,0.00000979669,0.00027436603,0.00010048682,0.0041978923,0.98879135,0.0001033271,0.000109233566,0.0026677586],"study_design_scores_gemma":[0.000029754092,0.0011622704,0.035993386,0.000008013767,0.000019492472,0.00020026416,0.00025405854,0.018892195,0.94256985,0.00009269331,0.0007544452,0.000023588547],"about_ca_topic_score_codex":0.0063038417,"about_ca_topic_score_gemma":0.005866604,"teacher_disagreement_score":0.0063038417,"about_ca_system_score_codex":0.00044770213,"about_ca_system_score_gemma":0.00044374503,"threshold_uncertainty_score":0.01468581},"labels":[],"label_agreement":null},{"id":"W2093697071","doi":"10.1617/s11527-011-9785-y","title":"Design of SFRC structural elements: flexural behaviour prediction","year":2011,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":false,"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; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Flexural strength; Structural engineering; Bending; Beam (structure); Solid mechanics; Materials science; Bending moment; Computer science; Composite material; Engineering","score_opus":0.024988068247826747,"score_gpt":0.22326250676407508,"score_spread":0.19827443851624832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093697071","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":[0.17860132,0.00016287134,0.80414385,0.00009949129,0.000020537533,0.0001192116,0.00008270038,0.00046161198,0.016308423],"genre_scores_gemma":[0.86054015,0.00008809723,0.13449723,0.00002309982,0.000008147673,0.00010215734,0.00009440814,0.0000772631,0.0045695417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984026,0.00003117387,0.000005459506,0.000021840211,0.00008135529,0.000019864603],"domain_scores_gemma":[0.999764,0.00006303188,0.00004486786,0.00002851961,0.0000861234,0.0000134985885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034526605,0.00050490955,0.00041518675,0.0004079706,0.00022418713,0.0002867931,0.0009478786,0.0009910209,0.002158272],"category_scores_gemma":[0.00070893735,0.00034427128,0.00031688157,0.00022556534,0.00032474252,0.00045161726,0.00028482734,0.00028781948,0.00057501905],"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":[0.000037436817,0.000039494957,0.00082756806,0.00006104477,0.000007675778,0.000046818346,0.000055241726,0.95643157,0.014893463,0.0027223793,0.00031162397,0.024565767],"study_design_scores_gemma":[0.00000458101,0.000045420915,0.00026007515,0.0000066556504,0.0000049798487,0.000016861879,0.000011472603,0.9954543,0.003289375,0.00023494958,0.00066878134,0.0000025063498],"about_ca_topic_score_codex":0.0027833246,"about_ca_topic_score_gemma":0.0041275597,"teacher_disagreement_score":0.0027833246,"about_ca_system_score_codex":0.0004469721,"about_ca_system_score_gemma":0.00051265134,"threshold_uncertainty_score":0.0072202086},"labels":[],"label_agreement":null},{"id":"W2094164011","doi":"10.1016/j.jclepro.2014.06.068","title":"Hardened properties of concrete mixtures containing pre-coated crumb rubber and silica fume","year":2014,"lang":"en","type":"article","venue":"Journal of Cleaner Production","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":400,"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":"Crumb rubber; Silica fume; Materials science; Durability; Cementitious; Composite material; Scrap; Cement; Aggregate (composite); Natural rubber; Compressive strength; Curing (chemistry); Metallurgy","score_opus":0.012078787464595567,"score_gpt":0.20643440016615705,"score_spread":0.1943556127015615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094164011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986199,0.00017404598,0.0003275416,0.000010042683,0.00000931501,0.00000770978,0.00012822764,0.000021302209,0.00070183555],"genre_scores_gemma":[0.99799585,0.00004966286,0.00011759879,0.000007619489,0.0000023972837,0.0000035688981,0.00012461355,0.000011163551,0.0016875808],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958855,0.00004428081,0.000032392978,0.00007952953,0.00017608979,0.00007912645],"domain_scores_gemma":[0.9993767,0.00022050172,0.00011618781,0.000053206833,0.00012620997,0.00010728178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003527889,0.0005358564,0.0003519848,0.0005184176,0.00027706643,0.00030415217,0.0004008655,0.000660259,0.0047947327],"category_scores_gemma":[0.0007528056,0.0003919291,0.0004543352,0.00026987382,0.00046767585,0.00046940809,0.00038919848,0.000665124,0.00062117906],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033246428,0.000096839394,0.0026698478,0.0000924837,0.000044764012,0.00021442366,0.00012229699,0.0038298203,0.9865508,0.000097287506,0.00009068858,0.002866077],"study_design_scores_gemma":[0.000038486145,0.001425173,0.03683454,0.000013210601,0.000056411125,0.00011084332,0.00014393167,0.00425375,0.9563024,0.000045415534,0.00074930023,0.00002647716],"about_ca_topic_score_codex":0.0028363464,"about_ca_topic_score_gemma":0.0036222998,"teacher_disagreement_score":0.0047947327,"about_ca_system_score_codex":0.00034201893,"about_ca_system_score_gemma":0.00023719251,"threshold_uncertainty_score":0.016040027},"labels":[],"label_agreement":null},{"id":"W2095369578","doi":"10.1617/s11527-015-0552-3","title":"Characterization of macrocrack propagation under sustained loading in steel fibre reinforced concrete","year":2015,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Durability; Cracking; Materials science; Flexural strength; Deflection (physics); Solid mechanics; Creep; Fracture mechanics; Structural engineering; Composite material; Reinforcement; Beam (structure); Engineering","score_opus":0.013155289603252684,"score_gpt":0.22259511120750067,"score_spread":0.20943982160424798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095369578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99818784,0.00007852915,0.0013441072,0.0000049807772,0.00000364731,0.000007134558,0.00004085427,0.000025327348,0.00030741945],"genre_scores_gemma":[0.99885726,0.000044302968,0.0005484945,0.000003261642,0.0000015832098,0.000004634636,0.000050357197,0.000005762147,0.00048441417],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983335,0.000009690266,0.0000060826173,0.000030224797,0.00009234246,0.000028315124],"domain_scores_gemma":[0.99955577,0.00007551729,0.00011700664,0.000031880267,0.0001700431,0.00004981487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019661222,0.00018804325,0.00014714581,0.00048381288,0.00024365344,0.00024363764,0.00025278542,0.00030000138,0.0007243901],"category_scores_gemma":[0.00037046603,0.00016433753,0.000120755525,0.00023035402,0.00034219312,0.00028087912,0.00016905478,0.00027694492,0.0001600219],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021383361,0.000048292328,0.0031880005,0.000027478192,0.0000039729202,0.00013814078,0.000118852884,0.00079221657,0.9913027,0.000055010372,0.000028925298,0.0040824367],"study_design_scores_gemma":[0.000007838002,0.00064044737,0.07132808,0.0000085153115,0.000016640957,0.00014914676,0.00023102526,0.014811393,0.91228735,0.000035000052,0.00046671767,0.000017939432],"about_ca_topic_score_codex":0.002520995,"about_ca_topic_score_gemma":0.0032873764,"teacher_disagreement_score":0.002520995,"about_ca_system_score_codex":0.00022277527,"about_ca_system_score_gemma":0.00022041315,"threshold_uncertainty_score":0.0050126314},"labels":[],"label_agreement":null},{"id":"W2095484349","doi":"10.1016/j.cemconres.2012.03.014","title":"Water permeability of reinforced concrete with and without fiber subjected to static and constant tensile loading","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":66,"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":"National Science Council","keywords":"Materials science; Composite material; Ultimate tensile strength; Fiber-reinforced concrete; Permeability (electromagnetism); Durability; Penetration (warfare); Reinforcement; Reinforced concrete; Chemistry","score_opus":0.039691645583187045,"score_gpt":0.2970414303993454,"score_spread":0.25734978481615833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095484349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99792874,0.00008745724,0.00044063607,0.000024220219,0.000012209262,0.000007566495,0.00020135194,0.000027657088,0.0012700203],"genre_scores_gemma":[0.99897003,0.00003962653,0.00009158665,0.0000057295288,0.0000026334537,0.0000037520272,0.00008395916,0.00000763708,0.00079501205],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976,0.000027804586,0.000011370622,0.00003879465,0.00008872412,0.00007347244],"domain_scores_gemma":[0.9994468,0.00025203745,0.0000936929,0.000029645982,0.000105962215,0.000071949966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026959632,0.0002798799,0.000472746,0.00046442528,0.0005430707,0.00042647976,0.0003070093,0.0005751139,0.0034455066],"category_scores_gemma":[0.000738336,0.00041360184,0.00029207818,0.00038125683,0.0010082792,0.00085214025,0.00028840042,0.0006518886,0.0003417082],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024915654,0.00011912836,0.0025973604,0.00008518691,0.00002075094,0.0005326665,0.00024591043,0.0048994715,0.9864287,0.00038837895,0.00010929467,0.0020817262],"study_design_scores_gemma":[0.000050774088,0.0010261898,0.053854935,0.000013976105,0.000057920504,0.00030475526,0.00058810436,0.019231435,0.9236925,0.00036930887,0.0007580184,0.00005205158],"about_ca_topic_score_codex":0.0057105813,"about_ca_topic_score_gemma":0.0060065077,"teacher_disagreement_score":0.0057105813,"about_ca_system_score_codex":0.00055606343,"about_ca_system_score_gemma":0.0004974192,"threshold_uncertainty_score":0.011526346},"labels":[],"label_agreement":null},{"id":"W2095485699","doi":"10.1139/l2012-069","title":"Bond characteristics of steel fibre reinforced self-compacting concrete","year":2012,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":42,"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; Cracking; Toughness; Ultimate tensile strength; Brittleness; Ductility (Earth science); Slip (aerodynamics); Fiber-reinforced concrete; Structural engineering; Reinforced concrete; Creep; Engineering","score_opus":0.009280124548587065,"score_gpt":0.19113255497996995,"score_spread":0.18185243043138288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095485699","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984629,0.00011584977,0.0005294397,0.0000044410135,0.0000027153974,0.000007110879,0.00011045715,0.000019160374,0.00074791885],"genre_scores_gemma":[0.9991622,0.000036566948,0.00011104102,0.0000018101356,6.2881156e-7,0.0000015905362,0.00008883689,0.0000051443803,0.0005921677],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997429,0.000011796751,0.000010162861,0.00003928329,0.00016616225,0.000029717728],"domain_scores_gemma":[0.9991984,0.00018822325,0.00018785437,0.00003658442,0.0003048744,0.00008408878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002552735,0.0002422467,0.00020627609,0.0006351365,0.00019030114,0.00022957215,0.00024893496,0.00038609802,0.0023583882],"category_scores_gemma":[0.0007765782,0.00016702632,0.00014957403,0.00042204835,0.00017496925,0.0002998195,0.00018329543,0.00026989725,0.0005499856],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006310888,0.000093413844,0.026483662,0.00008419092,0.000018771334,0.00028176006,0.00058647385,0.008829219,0.949222,0.00029758233,0.00020455633,0.013267241],"study_design_scores_gemma":[0.000021580876,0.002262254,0.22512916,0.000026578091,0.000061098806,0.00069031055,0.0007938276,0.04417779,0.72302586,0.00019126701,0.0035462016,0.00007413544],"about_ca_topic_score_codex":0.002335528,"about_ca_topic_score_gemma":0.0034693386,"teacher_disagreement_score":0.0023583882,"about_ca_system_score_codex":0.00023303117,"about_ca_system_score_gemma":0.0001399943,"threshold_uncertainty_score":0.007889569},"labels":[],"label_agreement":null},{"id":"W2103807649","doi":"10.1139/l2012-083","title":"Comparative study of plastic property test methods for self-consolidating concrete","year":2012,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Self-consolidating concrete; Test method; California bearing ratio; Test (biology); Structural engineering; Mathematics; Geotechnical engineering; Engineering; Statistics; Materials science; Composite material; Compressive strength; Geology","score_opus":0.03024160791633916,"score_gpt":0.2804053931744246,"score_spread":0.2501637852580854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2103807649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9625169,0.0028584104,0.028169956,0.000050808598,0.00007379168,0.0005087131,0.00046693272,0.00013763059,0.005216759],"genre_scores_gemma":[0.9566123,0.0010185651,0.03962257,0.000027042403,0.00002199274,0.00023023119,0.00064317737,0.00003857105,0.0017854789],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9890175,0.0030114492,0.0007653149,0.0007151693,0.006268969,0.00022165754],"domain_scores_gemma":[0.9791931,0.007484945,0.0025705723,0.0013866998,0.008836852,0.00052786537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00870758,0.0008542406,0.00046313237,0.00402632,0.0004760628,0.00062502845,0.0011093735,0.00061945035,0.0010272695],"category_scores_gemma":[0.01670934,0.00035653767,0.0006483933,0.0025377884,0.0006741812,0.0009300374,0.000659817,0.00040817168,0.0003735815],"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":[0.0049009784,0.0016778138,0.29883537,0.0016751789,0.00041597613,0.00039783295,0.0032839426,0.004788256,0.44931343,0.0010149018,0.0005121986,0.23318416],"study_design_scores_gemma":[0.00010420002,0.017249396,0.50834846,0.00016765493,0.00039240293,0.0015584228,0.0016019065,0.010545159,0.4530026,0.00034920566,0.0064852377,0.00019535773],"about_ca_topic_score_codex":0.006167066,"about_ca_topic_score_gemma":0.016024703,"teacher_disagreement_score":0.00870758,"about_ca_system_score_codex":0.0013090195,"about_ca_system_score_gemma":0.0009838336,"threshold_uncertainty_score":0.046050668},"labels":[],"label_agreement":null},{"id":"W2106518287","doi":"10.14359/14458","title":"Performance Based Design for Self-Compacting Structural High-Strength Concrete","year":2005,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Ancient history; Environmental protection; History","score_opus":0.01649177931081533,"score_gpt":0.22653428968949044,"score_spread":0.2100425103786751,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106518287","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":[0.096340366,0.00020945964,0.8663976,0.00008424074,0.000063551815,0.00017409585,0.0002039504,0.0016161086,0.034910515],"genre_scores_gemma":[0.86274886,0.00013661351,0.1146141,0.00002709891,0.000012637499,0.00015073188,0.0003143704,0.0002218408,0.021773778],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943787,0.00008063646,0.000028604836,0.000062953484,0.00034899078,0.00004101535],"domain_scores_gemma":[0.99947006,0.00010179878,0.00007663092,0.000068551,0.00026169044,0.000021326709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004986321,0.0006060745,0.00030030927,0.0006610958,0.0003005811,0.0008235602,0.0009991151,0.0006351123,0.007421615],"category_scores_gemma":[0.0009173943,0.00028978597,0.00033353147,0.0002442277,0.00027573825,0.00069976016,0.0005446499,0.00027806198,0.0017468318],"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":[0.00016284577,0.000168517,0.0018433926,0.00026188337,0.000025727635,0.0001064358,0.00014581135,0.77425146,0.07217413,0.009593453,0.0018089116,0.13945748],"study_design_scores_gemma":[0.000029347497,0.0004948519,0.0022776194,0.0000402919,0.000038534712,0.000109744404,0.00013349889,0.947078,0.03616587,0.0030261795,0.010583176,0.000022948723],"about_ca_topic_score_codex":0.0012185577,"about_ca_topic_score_gemma":0.002613244,"teacher_disagreement_score":0.007421615,"about_ca_system_score_codex":0.00038100558,"about_ca_system_score_gemma":0.00048220486,"threshold_uncertainty_score":0.024827778},"labels":[],"label_agreement":null},{"id":"W2109527949","doi":"10.1139/l06-023","title":"Use of wet cellulose to cure shotcrete repairs on bridge soffits. Part 1: Field trial and observations","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Shotcrete; Curing (chemistry); Cellulose; Materials science; Composite material; Cracking; Chemistry; Geotechnical engineering; Engineering; Organic chemistry","score_opus":0.03454056046882193,"score_gpt":0.2042266330068532,"score_spread":0.16968607253803128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109527949","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990044,0.00008830275,0.00051312393,0.000005950789,0.000004960173,0.000051413244,0.000045801735,0.000010791798,0.00027517887],"genre_scores_gemma":[0.9950854,0.00022953289,0.0022250519,0.000018622943,0.000007900723,0.000039656337,0.00024986707,0.000016491918,0.0021274379],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997323,0.000040694846,0.00001228964,0.000052187028,0.0001004207,0.00006199006],"domain_scores_gemma":[0.99952877,0.00015983362,0.00008106704,0.000059372793,0.000106968604,0.000064069834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064907066,0.0005151122,0.00049096247,0.00050520274,0.0005789081,0.00017681172,0.00037596904,0.0005616939,0.0014930421],"category_scores_gemma":[0.00049984653,0.00020486445,0.00052461185,0.00018174949,0.00032978246,0.00030054012,0.00028183623,0.00045392028,0.00021726852],"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":[0.00068472873,0.0013363517,0.0025421476,0.00015669627,0.000021888196,0.0002960133,0.0003896274,0.00093547854,0.9860513,0.00003758867,0.000064874046,0.00748334],"study_design_scores_gemma":[0.00008704693,0.022887941,0.017532459,0.0000148970885,0.00004149679,0.0002605243,0.00028413025,0.00080004975,0.95706373,0.000023514322,0.0009887567,0.00001535541],"about_ca_topic_score_codex":0.0028585938,"about_ca_topic_score_gemma":0.0068277633,"teacher_disagreement_score":0.0028585938,"about_ca_system_score_codex":0.00029099418,"about_ca_system_score_gemma":0.00025352932,"threshold_uncertainty_score":0.005683899},"labels":[],"label_agreement":null},{"id":"W2110522837","doi":"10.1016/s0950-0618(02)00027-2","title":"Laboratory and field performance of polymer-modified cement-based repair mortars in cold climates","year":2002,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":138,"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; Hydro-Québec","funders":"Canadian Electricity Association","keywords":"Materials science; Silica fume; Cement; Composite material; Mortar; Shrinkage; Compressive strength; Cementitious; Curing (chemistry); Polymer concrete; Polymer","score_opus":0.010389882266464142,"score_gpt":0.20608257859324727,"score_spread":0.19569269632678313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110522837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993936,0.00006597692,0.00031653765,0.000005561525,0.000005552389,0.00000791484,0.00007320914,0.00001867546,0.00011297643],"genre_scores_gemma":[0.9983217,0.00010281656,0.0004993953,0.000008812639,0.000005630442,0.000012048643,0.00018479979,0.000019126484,0.0008456395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955875,0.00009745981,0.000027484846,0.000112215355,0.0001003731,0.000103760365],"domain_scores_gemma":[0.9988237,0.0003787397,0.00022245877,0.00012287765,0.00028815333,0.00016413222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007977289,0.00059050415,0.00052115717,0.00044079658,0.000693457,0.00047233503,0.00067326816,0.00069159985,0.001010878],"category_scores_gemma":[0.00090424425,0.00033730394,0.000543907,0.00027289902,0.00092401437,0.0005106635,0.00026414994,0.00063076057,0.0003184097],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002071205,0.00065614743,0.0020457867,0.000058914353,0.000025726586,0.000048896476,0.00014201089,0.0018076047,0.99143,0.0000713318,0.00005860011,0.0015837051],"study_design_scores_gemma":[0.00007212367,0.007709177,0.011765175,0.0000060152342,0.00005793095,0.00006642222,0.00011382824,0.002355299,0.9775622,0.000042584998,0.00022729214,0.000021912663],"about_ca_topic_score_codex":0.005359352,"about_ca_topic_score_gemma":0.0062830416,"teacher_disagreement_score":0.005359352,"about_ca_system_score_codex":0.00068670494,"about_ca_system_score_gemma":0.0003991385,"threshold_uncertainty_score":0.010656297},"labels":[],"label_agreement":null},{"id":"W2110608314","doi":"10.1016/j.cemconcomp.2015.09.005","title":"Effectiveness of shrinkage-reducing admixture in reducing autogenous shrinkage stress of ultra-high-performance fiber-reinforced concrete","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":163,"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":"Ministry of Land, Infrastructure and Transport","keywords":"Shrinkage; Reinforcement; Materials science; Cracking; Composite material; Ultimate tensile strength; Cement; Stress (linguistics); Fiber; Fiber-reinforced concrete","score_opus":0.011410437319721196,"score_gpt":0.21922577114921057,"score_spread":0.20781533382948938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110608314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99681693,0.0004974664,0.0020213916,0.000011483728,0.000012846724,0.000011070978,0.000013358301,0.000038749415,0.000576743],"genre_scores_gemma":[0.9971437,0.0002813282,0.0019985498,0.000013477403,0.0000079316815,0.0000053864774,0.000021196765,0.0000077663935,0.00052064384],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986255,0.000016609047,0.000013491462,0.000039284587,0.000042974105,0.00002507456],"domain_scores_gemma":[0.99987197,0.000016038612,0.00004410541,0.000011734648,0.000029994922,0.000026131665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023024205,0.0003598632,0.00027619765,0.00032079426,0.00020383295,0.00017656271,0.0003831177,0.00022074353,0.0009101319],"category_scores_gemma":[0.00022244583,0.0001825653,0.0002310912,0.00021478512,0.00019498746,0.0003246351,0.00021371548,0.00033946324,0.000117381496],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040666547,0.00021134732,0.0007063728,0.000105088104,0.000016104936,0.00004000527,0.000039510433,0.0012399529,0.98772764,0.00014627236,0.00002776536,0.00933328],"study_design_scores_gemma":[0.00001690272,0.00056982174,0.0018376809,0.0000038105165,0.00004139957,0.000037455076,0.00001694735,0.002041017,0.99498796,0.000012359775,0.00042823754,0.0000062674885],"about_ca_topic_score_codex":0.00073357637,"about_ca_topic_score_gemma":0.0015123745,"teacher_disagreement_score":0.0009101319,"about_ca_system_score_codex":0.00011232221,"about_ca_system_score_gemma":0.00025784216,"threshold_uncertainty_score":0.0030447245},"labels":[],"label_agreement":null},{"id":"W2111575786","doi":"10.1139/l07-039","title":"Ultrasonic pulse velocity for determining the early age properties of dry-cast concrete containing ground granulated blast-furnace slag","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Ground granulated blast-furnace slag; Compressive strength; Materials science; Slag (welding); Elastic modulus; Composite material; Modulus; Ultrasonic sensor; Young's modulus; Geotechnical engineering; Cement; Engineering; Acoustics; Physics","score_opus":0.01731563837809819,"score_gpt":0.2002623925669637,"score_spread":0.18294675418886552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111575786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95861137,0.0006710095,0.039266445,0.000026480411,0.000015807289,0.000025341824,0.00018715234,0.00019767962,0.0009988233],"genre_scores_gemma":[0.9824751,0.00025832903,0.016598826,0.0000073488277,0.0000045106517,0.00001169973,0.00021808906,0.000012561174,0.00041348475],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964154,0.00005581167,0.000015034289,0.000050870436,0.00021192824,0.000024834086],"domain_scores_gemma":[0.99948066,0.00019172563,0.00011414555,0.000039135364,0.00014327987,0.000031015363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051072286,0.0003401468,0.00022451888,0.0013137546,0.000108424945,0.00033042795,0.0003095864,0.00048761538,0.00040785954],"category_scores_gemma":[0.0015431803,0.00021762263,0.00019075241,0.0006000355,0.00015623988,0.0004092861,0.0003113069,0.00023832734,0.00023054934],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00064987614,0.000093379735,0.06908282,0.00023740204,0.0000402858,0.00011179075,0.000116269715,0.021232614,0.7758897,0.00021088167,0.00013514845,0.13219984],"study_design_scores_gemma":[0.000035726072,0.0007827742,0.13966793,0.00004633043,0.0000984808,0.0002826196,0.000226944,0.12941895,0.7276515,0.00025081966,0.0014718215,0.0000661066],"about_ca_topic_score_codex":0.0021102913,"about_ca_topic_score_gemma":0.0053427364,"teacher_disagreement_score":0.0021102913,"about_ca_system_score_codex":0.0002315645,"about_ca_system_score_gemma":0.00030876225,"threshold_uncertainty_score":0.004196048},"labels":[],"label_agreement":null},{"id":"W2115398343","doi":"10.1139/l01-080","title":"A novel double anchored steel fiber for shotcrete","year":2002,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Shotcrete; Toughness; Fiber; Reinforcement; Materials science; Fiber-reinforced concrete; Context (archaeology); Structural engineering; Composite material; Forensic engineering; Engineering; Geology","score_opus":0.023262994703334296,"score_gpt":0.19674750570456184,"score_spread":0.17348451100122755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115398343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9228195,0.001189893,0.062765956,0.00021686556,0.00030475337,0.00018395873,0.00019979468,0.0005555062,0.011763803],"genre_scores_gemma":[0.9168997,0.00051860604,0.06834544,0.000071132046,0.000028049484,0.0000674041,0.00016407331,0.000044430635,0.013861033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997454,0.000015000562,0.000010453102,0.000043736323,0.00015574846,0.00002962349],"domain_scores_gemma":[0.9997665,0.0000143593725,0.000051267467,0.000019884044,0.00009368399,0.000054348573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001789341,0.00041067178,0.00021457388,0.00059741904,0.00032839697,0.00031945965,0.00048746247,0.0006450877,0.0013261132],"category_scores_gemma":[0.00020868919,0.00014866813,0.0001959598,0.00025777824,0.0003114087,0.0004933997,0.0003428328,0.00036198497,0.00042072538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000079378406,0.00007715905,0.000519738,0.0001316776,0.0000058657565,0.0002848248,0.00006858428,0.0010429698,0.9789437,0.0012795172,0.00033232712,0.017234296],"study_design_scores_gemma":[0.000049504408,0.0020008162,0.0056243953,0.00005255092,0.000030866177,0.0014136438,0.00008697023,0.008911742,0.9485591,0.00029115507,0.032928742,0.00005044691],"about_ca_topic_score_codex":0.0013508886,"about_ca_topic_score_gemma":0.003947446,"teacher_disagreement_score":0.0013508886,"about_ca_system_score_codex":0.00044151652,"about_ca_system_score_gemma":0.0003703603,"threshold_uncertainty_score":0.004436314},"labels":[],"label_agreement":null},{"id":"W2120415528","doi":"10.1007/978-94-007-2436-5_35","title":"Drop-Weight Impact Response of Glass-Fiber Reinforced Ceramic Concrete","year":2012,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovative concrete reinforcement 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 Alberta","funders":"","keywords":"Materials science; Flexural strength; Composite material; Three point flexural test; Ceramic; Compressive strength; Drop (telecommunication); Mass fraction; Bending; Toughness; Engineering","score_opus":0.013925736266017187,"score_gpt":0.22946481443451539,"score_spread":0.2155390781684982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120415528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95870626,0.0008791262,0.0048680725,0.000107186854,0.000105693165,0.00006943708,0.00054692617,0.00030787624,0.034409296],"genre_scores_gemma":[0.97471344,0.00033940937,0.00040804915,0.00003103624,0.000008155517,0.000007927238,0.00026579172,0.0000414327,0.024184762],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997315,0.0000059986787,0.0000036096142,0.000020729427,0.00017703995,0.00006108088],"domain_scores_gemma":[0.9998914,0.00003258836,0.00001179434,0.000009110118,0.00003291818,0.000022243665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013603296,0.000482748,0.00031333312,0.00048734815,0.00033877688,0.00032555594,0.00055590924,0.0004517744,0.012995898],"category_scores_gemma":[0.00027069898,0.00026966163,0.0003315339,0.00027809961,0.00038549065,0.00035317874,0.00041118648,0.00057499466,0.0013076288],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000853266,0.00016423238,0.0013674805,0.00012636474,0.00001695597,0.0006527519,0.00023555104,0.018464535,0.94148797,0.0008878974,0.0016093553,0.0341336],"study_design_scores_gemma":[0.00006301577,0.0010693042,0.049573284,0.000039660892,0.000029039007,0.00045821277,0.00049907755,0.05571604,0.8833089,0.00097495987,0.00820388,0.00006458383],"about_ca_topic_score_codex":0.0048868195,"about_ca_topic_score_gemma":0.0063150106,"teacher_disagreement_score":0.012995898,"about_ca_system_score_codex":0.00062227383,"about_ca_system_score_gemma":0.00028826518,"threshold_uncertainty_score":0.043475628},"labels":[],"label_agreement":null},{"id":"W2124715116","doi":"10.5539/mas.v8n2p107","title":"Effect of Cellulose-Ibeta Presence in Sawdust on Compressive Strength of Cement Paste","year":2014,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovative concrete reinforcement 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":"Compressive strength; Sawdust; Materials science; Composite material; Portland cement; Pozzolan; Cement; Cellulose; Chemical engineering; Pulp and paper industry","score_opus":0.007281603667917724,"score_gpt":0.2256805159383934,"score_spread":0.21839891227047567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2124715116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99837816,0.0007472844,0.00022378594,0.000014341578,0.000011117457,0.000004924425,0.000044797074,0.00001042637,0.00056520116],"genre_scores_gemma":[0.99809843,0.00045818213,0.00068995584,0.000015341844,0.0000066355883,0.000003936885,0.00005800729,0.000007934129,0.0006615697],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984026,0.000026856105,0.000014920855,0.000034697223,0.000052812327,0.000030449402],"domain_scores_gemma":[0.9996741,0.00009782995,0.00008995199,0.000022438917,0.000046058092,0.0000696737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001324196,0.00028587558,0.00024893234,0.00016026622,0.0000960512,0.00026751496,0.00013024663,0.00019257056,0.0012393761],"category_scores_gemma":[0.00032573193,0.00015174915,0.00016659193,0.00012851294,0.0001593948,0.00020907818,0.00012680062,0.0004808909,0.00015363884],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022755677,0.000043799868,0.00058202556,0.000054517925,0.0000075604758,0.0000499468,0.000013467225,0.00007573065,0.9974716,0.0000117248,0.000007211202,0.0014547607],"study_design_scores_gemma":[0.0000059849945,0.00065000314,0.004932531,0.0000069963803,0.000021995706,0.000057088717,0.000016377779,0.00022657607,0.9936133,0.000006486324,0.0004588323,0.000003752729],"about_ca_topic_score_codex":0.00067516626,"about_ca_topic_score_gemma":0.0017378945,"teacher_disagreement_score":0.0012393761,"about_ca_system_score_codex":0.00013096796,"about_ca_system_score_gemma":0.00016606793,"threshold_uncertainty_score":0.0041461587},"labels":[],"label_agreement":null},{"id":"W2125527927","doi":"10.1139/cjce-2012-0281","title":"The mechanical properties of engineered cementitious composites containing limestone powder replaced by microsilica sand","year":2013,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":49,"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":"Division of Electrical, Communications and Cyber Systems; Harran Üniversitesi","keywords":"Silica fume; Materials science; Composite material; Flexural strength; Curing (chemistry); Composite number; Cementitious; Ductility (Earth science); Compressive strength; Toughness; Cement; Fracture toughness","score_opus":0.006964654545813602,"score_gpt":0.16858988110084938,"score_spread":0.16162522655503578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2125527927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99921656,0.00017681552,0.00034474852,0.0000029721477,0.0000036966087,0.000005046857,0.000044146876,0.0000071198774,0.00019894014],"genre_scores_gemma":[0.99872273,0.00011092076,0.00062506006,0.0000052611335,0.0000013137703,0.0000063573143,0.000073383744,0.000005086259,0.00044988378],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999788,0.00002086253,0.000017787119,0.000033432152,0.000112023576,0.000027906022],"domain_scores_gemma":[0.9996629,0.00007362318,0.0001109986,0.000022818947,0.000079625446,0.000050135302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024817802,0.00032079243,0.00020326837,0.00030679686,0.00013557791,0.00014370342,0.00015506618,0.00021843442,0.0008604394],"category_scores_gemma":[0.00034161436,0.00015306711,0.0002099191,0.00016467526,0.00021336162,0.00023384088,0.00014459397,0.00029108048,0.00013217526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012213086,0.000020560781,0.0007488164,0.00003421133,0.000005736785,0.000037292844,0.00001765794,0.00016412843,0.99805224,0.0000126755995,0.0000038861995,0.0007806132],"study_design_scores_gemma":[0.0000039831525,0.0008545612,0.0170246,0.000003988105,0.000023812443,0.00011614309,0.000055255554,0.00050000875,0.98095155,0.000009625061,0.00044921227,0.0000071920617],"about_ca_topic_score_codex":0.00055759726,"about_ca_topic_score_gemma":0.001972973,"teacher_disagreement_score":0.0008604394,"about_ca_system_score_codex":0.00014208026,"about_ca_system_score_gemma":0.00018079091,"threshold_uncertainty_score":0.002878487},"labels":[],"label_agreement":null},{"id":"W2126185449","doi":"10.1177/0731684415592717","title":"Tests of high-performance fiber-reinforced concrete beams with different shear span-to-depth ratios and main longitudinal reinforcement","year":2015,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":29,"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; Shear (geology); Composite material; Cracking; Flexural strength; Ductility (Earth science); Stiffness; Reinforcement; Structural engineering; Deflection (physics); Fiber-reinforced concrete; Reinforced concrete; Creep","score_opus":0.013627293924975572,"score_gpt":0.2137858214471312,"score_spread":0.20015852752215563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126185449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959804,0.000097867705,0.0034846787,0.000004847106,0.000005514277,0.00002914736,0.00010260703,0.00004573256,0.00024917617],"genre_scores_gemma":[0.9951186,0.000111741494,0.0038293297,0.000009321302,0.0000030608746,0.000036143098,0.00011678088,0.000014090407,0.0007608301],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993899,0.00011601263,0.000070786286,0.00010996537,0.00023126719,0.00008210961],"domain_scores_gemma":[0.99800473,0.00085327023,0.00026904343,0.00016211421,0.0004904589,0.0002204915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010969108,0.0013784879,0.00032827616,0.0005776448,0.0003028992,0.000101562786,0.00044231102,0.00057772046,0.001908226],"category_scores_gemma":[0.0010313012,0.00047144637,0.00040022802,0.00035176842,0.00043107843,0.00035431422,0.00029652283,0.00030971394,0.00034873505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049256306,0.00015767648,0.0056466768,0.000110332054,0.000034699744,0.000091128226,0.00017940968,0.002349543,0.98546463,0.000046098503,0.000032246608,0.0053950124],"study_design_scores_gemma":[0.00003930503,0.004568776,0.033422917,0.000012727999,0.00007647564,0.00016703975,0.00010985272,0.0024864592,0.9586188,0.000038009443,0.00043548708,0.000024102459],"about_ca_topic_score_codex":0.001091057,"about_ca_topic_score_gemma":0.0031797166,"teacher_disagreement_score":0.001908226,"about_ca_system_score_codex":0.0001833407,"about_ca_system_score_gemma":0.00029429983,"threshold_uncertainty_score":0.006383598},"labels":[],"label_agreement":null},{"id":"W2139415646","doi":"10.1520/stp37741s","title":"Chapter 23: Pore Structure, Permeability, and Penetration Resistance Characteristics of Concrete","year":2006,"lang":"en","type":"book-chapter","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":29,"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; University of Toronto; University of Windsor","funders":"","keywords":"Penetration (warfare); Materials science; Permeability (electromagnetism); Geotechnical engineering; Composite material; Geology; Engineering; Chemistry; Operations research","score_opus":0.010270722531569574,"score_gpt":0.19714783559465635,"score_spread":0.18687711306308677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2139415646","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":[0.010807584,0.13447045,0.09931455,0.0024398866,0.005111445,0.0002431027,0.0024642532,0.0011375819,0.74401104],"genre_scores_gemma":[0.050182357,0.058185942,0.025962146,0.00062224764,0.0015240549,0.0001827464,0.0018312106,0.0006620672,0.8608473],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99981445,0.000010393344,0.000006062714,0.00003737658,0.0001251632,0.000006626996],"domain_scores_gemma":[0.9999001,0.00003430515,0.000007541765,0.000007749678,0.000045320772,0.0000049841083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011184895,0.00064797915,0.00038713033,0.0007105173,0.0003628757,0.00110883,0.0004923466,0.0005265097,0.031166213],"category_scores_gemma":[0.0003283585,0.00028572953,0.00027844135,0.00070934586,0.00036676836,0.0009760909,0.0003426312,0.0008094014,0.008968905],"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":[0.00004879854,0.00015261337,0.00036656018,0.0014404353,0.00001542549,0.00024995182,0.0007473037,0.009122095,0.017566172,0.09853359,0.3522165,0.5195406],"study_design_scores_gemma":[0.000002035571,0.000040140418,0.0009568627,0.00033354262,0.000007973962,0.00038582628,0.00005685041,0.0018058755,0.004424486,0.015538571,0.976433,0.000014961006],"about_ca_topic_score_codex":0.0009897014,"about_ca_topic_score_gemma":0.0018568098,"teacher_disagreement_score":0.031166213,"about_ca_system_score_codex":0.0006389822,"about_ca_system_score_gemma":0.0005627761,"threshold_uncertainty_score":0.1042614},"labels":[],"label_agreement":null},{"id":"W2141146958","doi":"10.1177/0021998311401066","title":"The current and future trends of composite materials: an experimental study","year":2011,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Innovative concrete reinforcement 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":"Natural Sciences and Engineering Research Council of Canada; Atlantic Canada Opportunities Agency; King Fahd University of Petroleum and Minerals; Dalhousie University; U.S. Department of Commerce; U.S. Department of Energy","keywords":"Materials science; Composite number; Corrosion; Environmentally friendly; Composite material; Pipeline (software); Boron; Process engineering; Mechanical engineering; Engineering","score_opus":0.02496564125197257,"score_gpt":0.2794632736315856,"score_spread":0.254497632379613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141146958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98421,0.0038508703,0.004312018,0.00008487672,0.000061459665,0.0001991316,0.000250928,0.000033359254,0.0069972402],"genre_scores_gemma":[0.97589934,0.004064376,0.01223728,0.00009171169,0.00008701532,0.00020131799,0.0005015684,0.000025263203,0.006892206],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916255,0.00018582193,0.00006479229,0.00015377569,0.00034356987,0.000089568086],"domain_scores_gemma":[0.99920267,0.00023584733,0.00012898102,0.00011610046,0.0002526754,0.000063764186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015629601,0.0003485667,0.00032080617,0.00083514635,0.00065723725,0.0004364026,0.00041291758,0.00061141106,0.0035329994],"category_scores_gemma":[0.0009635768,0.00016777363,0.0004018988,0.0005894009,0.00043730045,0.0010989812,0.0002456745,0.0005269616,0.0007004868],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00129747,0.0025140122,0.0042534126,0.0006567349,0.000017823902,0.00013190848,0.00025123425,0.00082878856,0.9595349,0.000736904,0.00020696498,0.029569812],"study_design_scores_gemma":[0.000037254402,0.006880117,0.008315424,0.000039531256,0.0000646714,0.0003844001,0.00023294665,0.0016866958,0.9712219,0.00023700799,0.010867794,0.000032121003],"about_ca_topic_score_codex":0.00060044596,"about_ca_topic_score_gemma":0.0008729193,"teacher_disagreement_score":0.0035329994,"about_ca_system_score_codex":0.00044736385,"about_ca_system_score_gemma":0.00027772496,"threshold_uncertainty_score":0.011819065},"labels":[],"label_agreement":null},{"id":"W2142063874","doi":"10.1139/l05-118","title":"Shear strength of reinforced concrete beams with a fiber concrete matrix","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Volume fraction; Fiber-reinforced concrete; Shear (geology); Composite material; Structural engineering; Toughness; Fiber; Shear strength (soil); Engineering; Geology","score_opus":0.004829755601715258,"score_gpt":0.18027988557638674,"score_spread":0.1754501299746715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142063874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980063,0.00029113752,0.0010464437,0.000007977674,0.0000052162577,0.0000049498894,0.0000995884,0.00002284133,0.0005154799],"genre_scores_gemma":[0.9985348,0.00016689902,0.00056694355,0.000006540507,0.0000021854828,0.000004609926,0.00012257847,0.0000060363545,0.00058943324],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997507,0.000023963048,0.00001417757,0.000035468223,0.00014334427,0.00003239122],"domain_scores_gemma":[0.99949324,0.00013319451,0.00015024959,0.000028784685,0.00014686356,0.000047590987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048694416,0.00046409137,0.00021957811,0.00040094042,0.00013198698,0.00016590269,0.0001990749,0.00024859153,0.0014581971],"category_scores_gemma":[0.00070150255,0.00026259286,0.0002189223,0.0002594339,0.00025543832,0.00018937998,0.00019007646,0.0001955693,0.000421177],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015106646,0.0000182204,0.005654155,0.000051860305,0.000023778275,0.00006437565,0.000053695152,0.0033991756,0.98744327,0.00009654505,0.000037159014,0.0030067791],"study_design_scores_gemma":[0.00000974419,0.0005111812,0.027548658,0.00001540634,0.00004162105,0.00012069953,0.000052407864,0.006909287,0.9639338,0.00004938169,0.0007947025,0.000013132777],"about_ca_topic_score_codex":0.0021148901,"about_ca_topic_score_gemma":0.003459826,"teacher_disagreement_score":0.0021148901,"about_ca_system_score_codex":0.00025883823,"about_ca_system_score_gemma":0.00030729568,"threshold_uncertainty_score":0.0048781633},"labels":[],"label_agreement":null},{"id":"W2143108415","doi":"10.1155/2011/594270","title":"Development of a Lightweight Low-Carbon Footprint Concrete Containing Recycled Waste Materials","year":2011,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Innovative concrete reinforcement 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":"Carbon footprint; Aggregate (composite); Compressive strength; Environmental science; Natural rubber; Waste management; Materials science; Impact resistance; Composite material; Greenhouse gas; Engineering","score_opus":0.01253432804801188,"score_gpt":0.20951381117041165,"score_spread":0.19697948312239977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143108415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97267604,0.0008581358,0.02357522,0.00009946507,0.00003971118,0.000117667965,0.00013450542,0.00018583,0.0023135203],"genre_scores_gemma":[0.95114714,0.0007506879,0.044687204,0.000027212225,0.000006480851,0.000059055128,0.00023075353,0.000026510766,0.00306503],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998423,0.000015044955,0.000014192168,0.000023343966,0.00008475965,0.000020422907],"domain_scores_gemma":[0.9998258,0.000010680745,0.000061499675,0.000017404878,0.00004929569,0.000035358076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025077065,0.00037811414,0.00025529956,0.00049998687,0.00015609588,0.0002710887,0.0004528737,0.00044765667,0.00074120885],"category_scores_gemma":[0.000219656,0.00017134937,0.00036361624,0.0002721746,0.0002087911,0.00045130655,0.00026372742,0.00043385726,0.00042594245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002134167,0.000060934617,0.0003467205,0.00008631088,0.000006067272,0.000113528935,0.00001327268,0.0010627608,0.99396294,0.00023522106,0.000022527563,0.004068428],"study_design_scores_gemma":[0.000006938843,0.00049787114,0.0016996918,0.00001695067,0.000017353255,0.0002985105,0.000018328255,0.002152143,0.9923624,0.00005594759,0.0028650903,0.000008715011],"about_ca_topic_score_codex":0.0005950712,"about_ca_topic_score_gemma":0.0021818515,"teacher_disagreement_score":0.00074120885,"about_ca_system_score_codex":0.00029805477,"about_ca_system_score_gemma":0.00049169024,"threshold_uncertainty_score":0.0024796128},"labels":[],"label_agreement":null},{"id":"W2149556637","doi":"10.1139/l05-066","title":"Shear resistance of self-consolidating concrete beams — experimental investigations","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":45,"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":"Interlock; Dowel; Shear (geology); Materials science; Cracking; Direct shear test; Structural engineering; Composite material; Self-consolidating concrete; Shear strength (soil); Geotechnical engineering; Geology; Engineering; Compressive strength","score_opus":0.009206120780825418,"score_gpt":0.19950863011311243,"score_spread":0.190302509332287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149556637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873966,0.00014853242,0.0005695812,0.0000049247706,0.000004724219,0.00001677237,0.00012237628,0.000016550288,0.0003768515],"genre_scores_gemma":[0.99832696,0.00015174138,0.0007180289,0.000004811008,0.0000030700314,0.000013085759,0.00013490855,0.000005276416,0.0006420724],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992914,0.00008374095,0.00006555949,0.00013273489,0.00033744547,0.000089058],"domain_scores_gemma":[0.99867755,0.0004198618,0.00025882456,0.00020944487,0.0003447233,0.00008954852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008780433,0.000692445,0.0004071613,0.0008208487,0.00030527732,0.00013990303,0.00050917256,0.00044172828,0.001827381],"category_scores_gemma":[0.00078724424,0.00034498292,0.00040857444,0.00044730178,0.00048061207,0.00035463137,0.00030222707,0.00064380554,0.00037445012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005196192,0.0003084653,0.0057245754,0.00011259195,0.000028421018,0.00011591535,0.0003214471,0.0036323764,0.98472875,0.00012835395,0.00007422184,0.0043052626],"study_design_scores_gemma":[0.000034887966,0.0051211743,0.02267948,0.00002079738,0.000048621623,0.00013968008,0.00014933471,0.0066870456,0.9643394,0.000052747422,0.0007102645,0.000016689726],"about_ca_topic_score_codex":0.0013360921,"about_ca_topic_score_gemma":0.0019567767,"teacher_disagreement_score":0.001827381,"about_ca_system_score_codex":0.00026456986,"about_ca_system_score_gemma":0.00018963242,"threshold_uncertainty_score":0.006113231},"labels":[],"label_agreement":null},{"id":"W2150105788","doi":"10.1177/0021998311399481","title":"Effect of surface treatment on the post-peak residual strength and toughness of polypropylene/polyethylene-blended fiber-reinforced concrete","year":2011,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Materials science; Composite material; Polypropylene; Flexural strength; Compressive strength; Toughness; Contact angle; Fiber; Polyethylene; Wetting; Surface modification; Synthetic fiber","score_opus":0.013396324534484803,"score_gpt":0.2305165364134982,"score_spread":0.2171202118790134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150105788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988858,0.00026988538,0.0005958359,0.000009148548,0.0000063804882,0.000008572728,0.000021425802,0.000014387168,0.00018846321],"genre_scores_gemma":[0.9984952,0.00016596864,0.0008433777,0.0000113265705,0.0000045603283,0.0000048191114,0.000040570096,0.000009179125,0.00042504142],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997696,0.000044700602,0.000014421902,0.000040707815,0.000083342966,0.000047300407],"domain_scores_gemma":[0.99959606,0.000104242106,0.00012277454,0.000029645827,0.00007907182,0.00006825374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023397895,0.000514465,0.000321416,0.00023363631,0.00014961469,0.00025888364,0.00016256984,0.0003764376,0.0009783654],"category_scores_gemma":[0.0003504927,0.00022489876,0.0003119864,0.00012640729,0.00026879943,0.00028201955,0.0001609414,0.00044023892,0.00017763654],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013687306,0.000041524072,0.00026062297,0.000036550457,0.000008258706,0.00002070293,0.000012627838,0.0001287854,0.99792516,0.000005805551,0.0000037318741,0.0014193251],"study_design_scores_gemma":[0.000007544608,0.0015655633,0.0049786866,0.0000029889043,0.000024116074,0.0000463873,0.000023300543,0.00039935968,0.99277675,0.0000061372916,0.00016426305,0.0000048848697],"about_ca_topic_score_codex":0.0006794407,"about_ca_topic_score_gemma":0.0013478248,"teacher_disagreement_score":0.0009783654,"about_ca_system_score_codex":0.00015505687,"about_ca_system_score_gemma":0.00016065178,"threshold_uncertainty_score":0.003272891},"labels":[],"label_agreement":null},{"id":"W2161871251","doi":"10.1016/s0008-8846(00)00504-4","title":"Self-compacting concrete incorporating high volumes of class F fly ash","year":2001,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":483,"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; Natural Resources Canada","funders":"","keywords":"Fly ash; Compressive strength; Materials science; Cementitious; Cement; Shrinkage; Composite material; Casting; Portland cement; Superplasticizer","score_opus":0.04170377172945185,"score_gpt":0.299270750920704,"score_spread":0.25756697919125215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161871251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99666166,0.00012817318,0.0026878417,0.0000037336774,0.000003997031,0.00003307992,0.000040172756,0.00005338719,0.00038788372],"genre_scores_gemma":[0.9913702,0.00017234584,0.007512958,0.0000034427294,0.0000031463906,0.000013627249,0.00013869564,0.000011795483,0.0007737559],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999587,0.000039280727,0.00003140801,0.000057473033,0.00024841432,0.000036341764],"domain_scores_gemma":[0.9995827,0.000044326982,0.00014851979,0.00005342415,0.00008419705,0.000086878536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003775879,0.00043199293,0.00036803592,0.0007247343,0.00022812528,0.00025620105,0.00034707703,0.00020922872,0.0005373163],"category_scores_gemma":[0.00033372326,0.00018024613,0.00025217157,0.0004110607,0.00042106485,0.00031925837,0.00026761903,0.00029267638,0.00014746311],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011081339,0.000098943994,0.0012886738,0.000045432596,0.000010639358,0.000060684895,0.00001885304,0.0007673635,0.9948087,0.000090989066,0.000010996451,0.0026879779],"study_design_scores_gemma":[0.000013648566,0.0011797991,0.00537795,0.000005009715,0.000031744432,0.00009945574,0.000011371778,0.0010877001,0.9912123,0.000020418995,0.000955733,0.0000047671147],"about_ca_topic_score_codex":0.0017008634,"about_ca_topic_score_gemma":0.0063858633,"teacher_disagreement_score":0.0017008634,"about_ca_system_score_codex":0.00031423417,"about_ca_system_score_gemma":0.0003550004,"threshold_uncertainty_score":0.0033819675},"labels":[],"label_agreement":null},{"id":"W2162985804","doi":"10.1139/l11-054","title":"Monolithic and hybrid precast bridge parapets in high and ultra-high performance fibre reinforced concretes","year":2011,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Accelerated Bridge Construction University Transportation Center","keywords":"Precast concrete; Structural engineering; Materials science; Composite material; Bridge (graph theory); Engineering","score_opus":0.012191380681001342,"score_gpt":0.17007415031616913,"score_spread":0.15788276963516779,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162985804","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9230102,0.00020578144,0.06506341,0.000039451676,0.00003782217,0.00005699432,0.00011464302,0.00021150628,0.011260117],"genre_scores_gemma":[0.98108,0.00007255157,0.014528363,0.000008286134,0.0000045507704,0.000024572062,0.000054091677,0.000013452007,0.0042140284],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998683,0.000012428123,0.000005226842,0.000017612367,0.00007603672,0.000020409167],"domain_scores_gemma":[0.99988997,0.00001522397,0.000022607543,0.000019485498,0.00003204544,0.000020540358],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017648327,0.00026414866,0.00029698142,0.00027815983,0.00023037643,0.00033465453,0.0006448449,0.00052686664,0.0018778462],"category_scores_gemma":[0.00018475726,0.00029055035,0.00032177474,0.00018024631,0.00033554918,0.00037509247,0.00031183622,0.0002553643,0.0004342429],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035641037,0.00024951957,0.0032051979,0.0002485041,0.00005815937,0.0007443285,0.00009309808,0.2908859,0.6584617,0.007764132,0.0006786414,0.03725435],"study_design_scores_gemma":[0.00014637713,0.002067193,0.017888295,0.00007230793,0.000087775246,0.0010957753,0.00014406792,0.6742092,0.29290545,0.0020866024,0.009207228,0.00008979288],"about_ca_topic_score_codex":0.00060437777,"about_ca_topic_score_gemma":0.0021249591,"teacher_disagreement_score":0.0018778462,"about_ca_system_score_codex":0.00021595252,"about_ca_system_score_gemma":0.00030780997,"threshold_uncertainty_score":0.0062820315},"labels":[],"label_agreement":null},{"id":"W2168288331","doi":"10.1016/j.engstruct.2015.08.029","title":"Structural performance of ultra-high-performance concrete beams with different steel fibers","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":464,"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; Ductility (Earth science); Cracking; Composite material; Stiffness; Fiber; Reinforcement; Fiber-reinforced concrete; Structural engineering; Creep","score_opus":0.008142083912248027,"score_gpt":0.18901860803992934,"score_spread":0.18087652412768132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2168288331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987256,0.0001063447,0.0006160511,0.000008459973,0.000006937349,0.0000019147958,0.00003880769,0.000023591585,0.00047229815],"genre_scores_gemma":[0.9988207,0.000059237504,0.00036200506,0.0000052861737,0.0000021283045,0.0000026159303,0.000057136167,0.0000064115698,0.0006844159],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967384,0.000041443916,0.0000143621355,0.000047398644,0.00012715891,0.00009573565],"domain_scores_gemma":[0.9992174,0.00019904487,0.000158917,0.000059061695,0.00022897474,0.00013658902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049484894,0.00052762375,0.0002704433,0.0004788853,0.00026735076,0.00020825925,0.00049873814,0.0005832648,0.002058162],"category_scores_gemma":[0.00055213756,0.0002617213,0.00034537585,0.00032096927,0.0005321015,0.00038253888,0.00034252048,0.00029625808,0.0003288588],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014092074,0.00013255667,0.0035721355,0.0000963679,0.000041503445,0.00009241671,0.00015232436,0.015421871,0.9732281,0.0003131639,0.0001660589,0.005374283],"study_design_scores_gemma":[0.000038016555,0.0016969043,0.02603064,0.000024049012,0.00007645173,0.00008150843,0.00016506726,0.029145261,0.9420592,0.00006814943,0.00058231095,0.000032359974],"about_ca_topic_score_codex":0.0017314249,"about_ca_topic_score_gemma":0.0027316317,"teacher_disagreement_score":0.002058162,"about_ca_system_score_codex":0.00030845098,"about_ca_system_score_gemma":0.0003359197,"threshold_uncertainty_score":0.006885171},"labels":[],"label_agreement":null},{"id":"W2170144458","doi":"10.1139/l07-111","title":"Relationship between methylene blue values of concrete aggregate fines and some concrete properties","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Aggregate (composite); Sieve (category theory); Materials science; Compressive strength; Mortar; Slump; Abrasion (mechanical); Composite material; Methylene blue; Geotechnical engineering; Geology; Chemistry; Mathematics","score_opus":0.032986956759517294,"score_gpt":0.20570768557623992,"score_spread":0.17272072881672262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170144458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991585,0.0000861744,0.00035030986,0.000003171971,5.974394e-7,0.000002091598,0.000039566556,0.0000071770337,0.00035241517],"genre_scores_gemma":[0.99939954,0.0000347743,0.0001731735,0.0000019210704,6.391478e-7,0.0000013792736,0.000049323007,0.0000019061276,0.00033722926],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975795,0.000031487405,0.000019351783,0.000054358472,0.00010325416,0.000033683707],"domain_scores_gemma":[0.9981047,0.00071791396,0.00065809215,0.00008499578,0.00027175833,0.000162577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019708427,0.00016989671,0.00012505673,0.0006564285,0.00010094697,0.00024089952,0.000101672675,0.00017920713,0.0011327114],"category_scores_gemma":[0.001166094,0.00020950803,0.00007438175,0.00028102243,0.00021313677,0.00022546385,0.00012814705,0.00023762077,0.00021757596],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044566748,0.000079359044,0.30120358,0.000045229233,0.000072462455,0.00024049295,0.00025661488,0.0014803736,0.6886804,0.00009998513,0.00004815435,0.0073476285],"study_design_scores_gemma":[0.0000046673977,0.0005934499,0.818251,0.000004225426,0.000033851687,0.0004971339,0.00015116594,0.0017362138,0.17811851,0.0000970369,0.0004942585,0.000018461202],"about_ca_topic_score_codex":0.0012679839,"about_ca_topic_score_gemma":0.0029576905,"teacher_disagreement_score":0.0012679839,"about_ca_system_score_codex":0.0001504044,"about_ca_system_score_gemma":0.00007908644,"threshold_uncertainty_score":0.003789246},"labels":[],"label_agreement":null},{"id":"W2172775324","doi":"10.1139/cjce-2013-0281","title":"A study on the flexural behavior of lap-spliced cast-in-place joints under static loading in ultra-high performance concrete bridge deck slabs","year":2014,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural engineering; Flexural strength; Deflection (physics); Reinforcement; Joint (building); Bridge deck; Deck; Materials science; Engineering; Composite material","score_opus":0.0192797828627785,"score_gpt":0.2212737625163851,"score_spread":0.20199397965360658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172775324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989188,0.000051100113,0.00087014254,0.0000016026645,9.163331e-7,0.0000026788616,0.000016626904,0.000009115754,0.00012892937],"genre_scores_gemma":[0.9991715,0.00003807858,0.0005529092,0.0000022899324,9.811547e-7,0.0000018222752,0.00003716362,0.0000035632206,0.00019170929],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974066,0.0000364123,0.000009740232,0.00004369655,0.00013436502,0.00003510738],"domain_scores_gemma":[0.9995492,0.00011770065,0.000087817236,0.000056256977,0.00013934918,0.000049691036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003365069,0.00038840828,0.00034982507,0.00032154168,0.00030318665,0.00017717016,0.0004420651,0.00034975854,0.0011291847],"category_scores_gemma":[0.0005432739,0.0001957947,0.00023513581,0.00023924485,0.00046218396,0.0003314391,0.00024190487,0.00025578344,0.00026328978],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019860321,0.00008277214,0.014264673,0.00008295856,0.00001572399,0.00023672238,0.0002486815,0.0036837647,0.97401166,0.00004265119,0.000020263884,0.0071115936],"study_design_scores_gemma":[0.0000110472665,0.0039448934,0.18257722,0.000017938924,0.000056793426,0.0006359607,0.00051488314,0.016464856,0.79513115,0.000051563908,0.0005541248,0.000039512506],"about_ca_topic_score_codex":0.0013197309,"about_ca_topic_score_gemma":0.0028122172,"teacher_disagreement_score":0.0013197309,"about_ca_system_score_codex":0.00013516743,"about_ca_system_score_gemma":0.0001972356,"threshold_uncertainty_score":0.003777504},"labels":[],"label_agreement":null},{"id":"W2174116569","doi":"10.1061/(asce)mt.1943-5533.0001408","title":"Influence of Cyclic Frost Deterioration on Water Sorptivity of Microcracked Cementitious Composites","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Division of Electrical, Communications and Cyber Systems; Türkiye Bilimler Akademisi","keywords":"Sorptivity; Materials science; Cementitious; Composite material; Ultimate tensile strength; Cracking; Frost weathering; Frost (temperature); Void (composites); Durability; Hardening (computing); Strain hardening exponent; Cement; Environmental science","score_opus":0.011469802611001197,"score_gpt":0.21333070567935403,"score_spread":0.20186090306835283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2174116569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991105,0.00029165344,0.00024402859,0.000005277949,0.000004390119,0.0000049119435,0.000050680224,0.0000100090465,0.00027854645],"genre_scores_gemma":[0.99927694,0.00013401418,0.00024613697,0.000007864005,0.0000021891478,0.0000052626324,0.000048226935,0.000007449689,0.00027198228],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997414,0.00003224197,0.00001998022,0.000059316026,0.00008233417,0.000064718755],"domain_scores_gemma":[0.99953973,0.00015116466,0.00012463445,0.00004069054,0.000086696935,0.000057031724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002557615,0.00031795164,0.00020694095,0.00021814239,0.00014734814,0.00018288831,0.000139686,0.00020910149,0.0010272132],"category_scores_gemma":[0.00052916317,0.00017123339,0.00019832238,0.00015187624,0.00027132814,0.00025000126,0.00019556428,0.00040691684,0.00011910691],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023490025,0.000026284893,0.00079160114,0.00004234659,0.0000087692515,0.00005387887,0.000081568156,0.00030601028,0.996536,0.000013584854,0.000013036846,0.0018919648],"study_design_scores_gemma":[0.0000031073184,0.0004884381,0.008196179,0.0000043618584,0.000012471259,0.00003896189,0.00004402578,0.0007725012,0.99020725,0.000007923624,0.00021794437,0.000006861787],"about_ca_topic_score_codex":0.0013856831,"about_ca_topic_score_gemma":0.002970562,"teacher_disagreement_score":0.0013856831,"about_ca_system_score_codex":0.00018327184,"about_ca_system_score_gemma":0.00014483793,"threshold_uncertainty_score":0.0034363866},"labels":[],"label_agreement":null},{"id":"W2175095589","doi":"10.1680/jmacr.14.00336","title":"Comparison of shear behaviour of engineered cementitious composite and normal concrete beams with different shear span lengths","year":2015,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Division of Electrical, Communications and Cyber Systems; Türkiye Bilimler Akademisi","keywords":"Shear (geology); Materials science; Structural engineering; Stiffness; Span (engineering); Ductility (Earth science); Composite material; Cementitious; Composite number; Reinforced concrete; Cement; Engineering","score_opus":0.05164914406122734,"score_gpt":0.32381258695373255,"score_spread":0.2721634428925052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2175095589","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979686,0.000108278764,0.0014524636,0.0000044016265,0.000004891888,0.0000038813773,0.000062450854,0.000019217485,0.00037577187],"genre_scores_gemma":[0.99806434,0.00008773387,0.0009358235,0.000008672269,0.0000023817624,0.0000052675173,0.00011643496,0.0000090515,0.0007702695],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967027,0.00004373887,0.000034621753,0.00004889691,0.00014864474,0.00005379978],"domain_scores_gemma":[0.99892396,0.00033358866,0.0001814178,0.0000926238,0.00037237193,0.00009608443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067800825,0.0005426068,0.00019212763,0.000571013,0.00017977516,0.00012345871,0.00018031216,0.00034075908,0.0016465504],"category_scores_gemma":[0.00070668635,0.00030698677,0.00026300902,0.00021707533,0.0003545021,0.0002687715,0.00019793151,0.00022786311,0.00031816814],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035941484,0.000029187871,0.008052804,0.000046064237,0.000017539089,0.00007768297,0.00021593754,0.0015105264,0.9862481,0.000065791006,0.000027747998,0.0033493002],"study_design_scores_gemma":[0.000015749194,0.0020782913,0.08563495,0.00002066628,0.000065822845,0.00025073628,0.0003119028,0.0045887334,0.9061275,0.000054408534,0.00082413835,0.000027115231],"about_ca_topic_score_codex":0.0008616458,"about_ca_topic_score_gemma":0.0028584728,"teacher_disagreement_score":0.0016465504,"about_ca_system_score_codex":0.0001386069,"about_ca_system_score_gemma":0.00016199282,"threshold_uncertainty_score":0.005508244},"labels":[],"label_agreement":null},{"id":"W2176885776","doi":"10.1016/b978-0-08-100693-1.00026-6","title":"Self-consolidating concrete","year":2015,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":103,"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; Geology; Materials science; Composite material; Compressive strength","score_opus":0.02227355756923482,"score_gpt":0.2342903884290586,"score_spread":0.21201683085982378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2176885776","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":[0.012026578,0.008934105,0.075755656,0.00031137204,0.0010273107,0.00006446578,0.00013668038,0.0007368018,0.90100694],"genre_scores_gemma":[0.048032794,0.005570674,0.022352433,0.00012796826,0.00011603296,0.000040202845,0.00020135537,0.00022752536,0.9233311],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998241,0.0000089853465,0.000004535531,0.000023593042,0.00012814067,0.000010664207],"domain_scores_gemma":[0.99996233,0.000007943277,0.000003076266,0.000008990721,0.0000140427765,0.000003518534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012955397,0.00066733325,0.00022578437,0.0006502012,0.00033963742,0.00091053656,0.0006887814,0.0005995427,0.020758267],"category_scores_gemma":[0.00018590163,0.0003268188,0.00026981387,0.00054368365,0.00057627604,0.0008479616,0.00094218133,0.0010445506,0.005926193],"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":[0.000028127162,0.00010427611,0.00018992617,0.00049407687,0.000012453839,0.00025739992,0.00041526597,0.017644413,0.04316712,0.32879034,0.051249027,0.55764765],"study_design_scores_gemma":[0.00000760504,0.000042373278,0.0007073483,0.000263087,0.000010987423,0.00041474344,0.000099604804,0.010251333,0.021845182,0.04311069,0.92322654,0.000020513919],"about_ca_topic_score_codex":0.0008858817,"about_ca_topic_score_gemma":0.00375176,"teacher_disagreement_score":0.020758267,"about_ca_system_score_codex":0.00046290728,"about_ca_system_score_gemma":0.000427511,"threshold_uncertainty_score":0.069443345},"labels":[],"label_agreement":null},{"id":"W2180240334","doi":"10.1680/jmacr.15.00276","title":"Mechanical properties of hybrid fibre-reinforced concrete – analytical modelling and experimental behaviour","year":2015,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":104,"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":"King Abdulaziz City for Science and Technology; University of Ottawa","keywords":"Materials science; Kevlar; Fiber-reinforced concrete; Composite material; Toughness; Ultimate tensile strength; Volume fraction; Flexural strength; Polypropylene; Compressive strength; Structural engineering; Reinforced concrete; Composite number","score_opus":0.10876705043306267,"score_gpt":0.3221275708796509,"score_spread":0.2133605204465882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2180240334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99160564,0.00022334221,0.0061013196,0.000015002174,0.000004016293,0.00002022411,0.00017545736,0.00007798714,0.0017770617],"genre_scores_gemma":[0.99788743,0.00009451844,0.0013409733,0.0000019327526,0.0000013109988,0.000011789485,0.000082384955,0.0000054118254,0.00057436764],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996331,0.00004300286,0.000018098517,0.000050595583,0.00021958549,0.000035559216],"domain_scores_gemma":[0.9996233,0.00011878235,0.000096969896,0.00006170775,0.00008300502,0.000016174909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052426715,0.0004779329,0.0003188128,0.00052999984,0.00018193536,0.00019567077,0.00060308655,0.0006468367,0.0012273244],"category_scores_gemma":[0.00048009903,0.00026690733,0.00040527558,0.00039310593,0.00044744593,0.000292184,0.00019855131,0.00029146508,0.00031224499],"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":[0.00031054107,0.0002339712,0.005626362,0.00024069112,0.00002808349,0.00032559948,0.00019930335,0.20226297,0.7729501,0.0004910508,0.00014176921,0.017189529],"study_design_scores_gemma":[0.000024789268,0.0011397966,0.040777247,0.000044820063,0.00004625119,0.00028451032,0.00013796471,0.57204294,0.38317728,0.00040007284,0.0018777977,0.000046523874],"about_ca_topic_score_codex":0.001691134,"about_ca_topic_score_gemma":0.0025073648,"teacher_disagreement_score":0.001691134,"about_ca_system_score_codex":0.00032592457,"about_ca_system_score_gemma":0.00018480096,"threshold_uncertainty_score":0.0041058064},"labels":[],"label_agreement":null},{"id":"W2182515011","doi":"10.1016/j.conbuildmat.2015.05.030","title":"Structural behavior of ultra-high performance fiber reinforced concrete-normal strength concrete or high strength concrete composite members","year":2015,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":182,"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":"National Science Council","keywords":"Materials science; Composite number; Flexural strength; Composite material; Structural engineering; Shear (geology); Beam (structure); Fiber-reinforced concrete; Shear strength (soil); Compressive strength; Tension (geology); Ultimate tensile strength; Reinforced concrete; Engineering; Geology","score_opus":0.015361757174497047,"score_gpt":0.23330271261097058,"score_spread":0.21794095543647352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2182515011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998659,0.00001497649,0.00035678592,0.0000038734465,0.0000012516851,0.0000013865995,0.0000144783,0.000010770806,0.0009374015],"genre_scores_gemma":[0.9988986,0.000008098863,0.00010318372,0.0000013944042,5.302342e-7,6.864411e-7,0.000029028322,0.0000028554566,0.00095574016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998977,0.000011667849,0.0000026590924,0.000016257969,0.000043743777,0.000027956341],"domain_scores_gemma":[0.9996331,0.00008973307,0.00005753672,0.00002369848,0.00012273867,0.00007317922],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014138546,0.00014003529,0.00010157248,0.00036216446,0.00023892273,0.00013899563,0.0002954398,0.00028266694,0.0024400535],"category_scores_gemma":[0.00034220144,0.00013860177,0.00011775717,0.00013479391,0.00036334596,0.0001823833,0.00014993516,0.00016956023,0.00040928918],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00078845135,0.00019981975,0.017743243,0.00004777333,0.00001770368,0.00026897382,0.0005449606,0.043583464,0.9251349,0.0014255199,0.0002889567,0.009956262],"study_design_scores_gemma":[0.000026364743,0.0014691567,0.16110669,0.00001938366,0.00003360243,0.00036887126,0.0009558422,0.26390246,0.5704178,0.00038997858,0.0012762563,0.00003359436],"about_ca_topic_score_codex":0.0027695284,"about_ca_topic_score_gemma":0.003378314,"teacher_disagreement_score":0.0027695284,"about_ca_system_score_codex":0.00024075096,"about_ca_system_score_gemma":0.0001695654,"threshold_uncertainty_score":0.008162856},"labels":[],"label_agreement":null},{"id":"W2183849858","doi":"","title":"Reactive powder concrete bridges","year":2006,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Cementitious; Silica fume; Pedestrian; Engineering; Civil engineering; Forensic engineering; Cement; Geography; Waste management; Archaeology","score_opus":0.0068919639784557835,"score_gpt":0.19854104805973763,"score_spread":0.19164908408128184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2183849858","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":[0.25589004,0.0023902059,0.123074226,0.00055163447,0.00040739437,0.0006984395,0.0021767025,0.0035246206,0.6112867],"genre_scores_gemma":[0.7278174,0.0012685239,0.039433222,0.00025273097,0.00008902176,0.00016272193,0.0020907472,0.00014944184,0.22873627],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994987,0.000030131234,0.000018693821,0.0000710929,0.0003233629,0.000057969577],"domain_scores_gemma":[0.9997451,0.000019553521,0.000027154469,0.000040368926,0.000121003744,0.000046840076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031426505,0.0004731806,0.00024602166,0.0006516591,0.0007955241,0.00070184696,0.0006930494,0.0007781546,0.024945833],"category_scores_gemma":[0.00035876207,0.00020023235,0.00028497592,0.00048027682,0.00024941366,0.000726302,0.0009472747,0.00033597462,0.0065346756],"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":[0.0005145196,0.0004672323,0.0048481696,0.0008280576,0.000041906147,0.001659971,0.00070741615,0.01166147,0.28674147,0.07203881,0.045078132,0.57541287],"study_design_scores_gemma":[0.0001374474,0.0016742086,0.01607359,0.00016180394,0.00006524478,0.0028003417,0.00035909037,0.00885172,0.15186682,0.0075624627,0.8103669,0.000080408725],"about_ca_topic_score_codex":0.0009569163,"about_ca_topic_score_gemma":0.0033485435,"teacher_disagreement_score":0.024945833,"about_ca_system_score_codex":0.0005005405,"about_ca_system_score_gemma":0.00048006242,"threshold_uncertainty_score":0.083452106},"labels":[],"label_agreement":null},{"id":"W2188334273","doi":"","title":"MACKENZIE RIVER TWIN BRIDGES - THE LARGEST FIELD-CAST UHPC CONNECTIONS PROJECT IN NORTH AMERICA","year":2012,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Precast concrete; Deck; Girder; Span (engineering); Structural engineering; Engineering; Bridge (graph theory); Bridge deck; Geotechnical engineering","score_opus":0.021224137774635794,"score_gpt":0.24936200030535968,"score_spread":0.22813786253072388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2188334273","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6903217,0.00043371748,0.015463719,0.00065455545,0.000075789954,0.0008689091,0.0039468193,0.0013523311,0.2868825],"genre_scores_gemma":[0.82526016,0.0004686438,0.027414812,0.00013289071,0.00001896869,0.00029090806,0.004365369,0.00022947665,0.1418188],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996493,0.000025268964,0.000004657424,0.00007722125,0.00017798354,0.00006558116],"domain_scores_gemma":[0.9997223,0.000009524293,0.000013543968,0.000023139452,0.0001500566,0.000081361286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002926934,0.00041815243,0.00011084823,0.00049786177,0.0014686595,0.00077205873,0.00047529305,0.00037529637,0.013154186],"category_scores_gemma":[0.0002807426,0.0002580229,0.00011621651,0.0005597093,0.00028026014,0.0005670173,0.00095769716,0.0003821591,0.0017702373],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062526186,0.00077599625,0.084632665,0.00030438224,0.00004339991,0.001252932,0.00311729,0.0031715054,0.07865015,0.0090746,0.12243271,0.69591916],"study_design_scores_gemma":[0.00010378679,0.0011701733,0.27467415,0.00014321964,0.0000451869,0.0013483764,0.0039457134,0.0052863015,0.028863767,0.00078582397,0.6835792,0.000054306613],"about_ca_topic_score_codex":0.092319295,"about_ca_topic_score_gemma":0.38577566,"teacher_disagreement_score":0.9076807,"about_ca_system_score_codex":0.0012687129,"about_ca_system_score_gemma":0.003397986,"threshold_uncertainty_score":0.18356389},"labels":[],"label_agreement":null},{"id":"W2189054037","doi":"","title":"Equivalent Performance with Half the Clinker Content using PLC and SCM","year":2010,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Portland cement; Clinker (cement); Cementitious; Cement; Materials science; Durability; Environmental science; Waste management; Metallurgy; Composite material; Engineering","score_opus":0.04375086300589829,"score_gpt":0.23009734712493227,"score_spread":0.18634648411903398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2189054037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967493,0.00015097037,0.0012635774,0.000010146991,0.0000042628517,0.00002227735,0.00008305022,0.00007635922,0.0016401071],"genre_scores_gemma":[0.9938344,0.00009733224,0.0034139343,0.000012619083,0.0000021804308,0.000015777796,0.00023776427,0.000033342047,0.0023526982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99873775,0.00015949723,0.000086402055,0.0001575995,0.00075636356,0.00010238299],"domain_scores_gemma":[0.99911433,0.000108520064,0.00024282977,0.00018664717,0.00015663802,0.00019099357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007105644,0.00055215094,0.0003635452,0.0006746912,0.00022808809,0.00045776952,0.00043763217,0.0005274867,0.002233189],"category_scores_gemma":[0.00097338797,0.00023378739,0.00027913693,0.0007427499,0.0005037884,0.00041821302,0.00049537397,0.00035816748,0.0006073875],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075509213,0.0001881386,0.00322646,0.00012685085,0.00003590551,0.00015441215,0.00008354382,0.0022093125,0.98321795,0.000104863706,0.000052960455,0.009844653],"study_design_scores_gemma":[0.000057779533,0.0041923067,0.022222765,0.000017845694,0.000051883162,0.00031927504,0.00007380585,0.0016026117,0.96829456,0.000050468203,0.0030977633,0.000018938379],"about_ca_topic_score_codex":0.001551827,"about_ca_topic_score_gemma":0.005308639,"teacher_disagreement_score":0.002233189,"about_ca_system_score_codex":0.00044707351,"about_ca_system_score_gemma":0.00050248107,"threshold_uncertainty_score":0.007470727},"labels":[],"label_agreement":null},{"id":"W2198413458","doi":"","title":"Repairing Concrete Industrial Floors with Bonded Cement-based Material Overlays: some recommendations","year":2010,"lang":"en","type":"article","venue":"ORBi (University of Liège)","topic":"Innovative concrete reinforcement 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":"Cement; Overlay; Forensic engineering; Construction engineering; Civil engineering; Engineering; Computer science; Materials science; Composite material","score_opus":0.015234629765920424,"score_gpt":0.19092168364874118,"score_spread":0.17568705388282074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2198413458","genre_codex":"commentary","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":[0.025214797,0.1687106,0.04054771,0.5750105,0.067976005,0.0038608145,0.0031847332,0.0022185673,0.11327634],"genre_scores_gemma":[0.13311736,0.2660985,0.19304751,0.10139319,0.03674545,0.0033132094,0.002722021,0.000755161,0.2628077],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99352103,0.001250564,0.0011396552,0.00044009276,0.0030634906,0.0005852211],"domain_scores_gemma":[0.9471053,0.007861031,0.002660485,0.0011276338,0.038146336,0.0030992664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008399305,0.0015119108,0.0012020007,0.0023660958,0.0020363494,0.0030249993,0.004481421,0.016928827,0.027081724],"category_scores_gemma":[0.022306642,0.00080287963,0.0015105667,0.0017331312,0.0017295198,0.005648335,0.0015737197,0.00512387,0.009722813],"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":[0.000543183,0.0009085164,0.0038737643,0.0053989347,0.00016734048,0.0013168977,0.0006794788,0.004898366,0.011778738,0.0029906011,0.62421066,0.3432335],"study_design_scores_gemma":[0.00036600593,0.0008474145,0.012654196,0.009098066,0.0005176664,0.0007451955,0.0050548306,0.0025521026,0.0068410574,0.005507683,0.95552605,0.00028958972],"about_ca_topic_score_codex":0.022668334,"about_ca_topic_score_gemma":0.06089384,"teacher_disagreement_score":0.027081724,"about_ca_system_score_codex":0.0016196327,"about_ca_system_score_gemma":0.010292798,"threshold_uncertainty_score":0.09059739},"labels":[],"label_agreement":null},{"id":"W2210245726","doi":"10.14359/51687726","title":"Novel Ultra-High Performance Glass Concrete","year":2015,"lang":"en","type":"article","venue":"ACI Concrete International","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":24,"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":"Sustainability; Materials science; Forensic engineering; Engineering; Civil engineering; Composite material; Environmental science","score_opus":0.023684382243108457,"score_gpt":0.23796703820305398,"score_spread":0.21428265595994553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2210245726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9134584,0.00566417,0.03595306,0.00033436867,0.0006807873,0.00017131852,0.00044453848,0.0014220884,0.04187133],"genre_scores_gemma":[0.9651769,0.0011294826,0.011613388,0.00007821354,0.000033924956,0.000030256959,0.0001968579,0.00004260377,0.02169829],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998221,0.0000059800873,0.000006808904,0.000027447028,0.00009891287,0.000038803126],"domain_scores_gemma":[0.9999188,0.0000029008393,0.0000187977,0.000006791986,0.00002030021,0.00003239537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008904798,0.00035141932,0.00018455829,0.00046186268,0.0002345693,0.00036379413,0.0004930773,0.00040303773,0.0020424712],"category_scores_gemma":[0.00006685517,0.0001668097,0.0002674372,0.00025587124,0.00028999103,0.00042756498,0.00039392823,0.0002963428,0.00088431855],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006728434,0.000060552247,0.0005504723,0.00013156935,0.000012322529,0.000393317,0.000042075077,0.0007398085,0.9814083,0.0017514906,0.00088333385,0.0139595345],"study_design_scores_gemma":[0.000026859576,0.00045192943,0.004749274,0.000021854888,0.000039596438,0.0008354347,0.000059541035,0.004009094,0.9511639,0.0002731683,0.038331006,0.00003845153],"about_ca_topic_score_codex":0.0023883816,"about_ca_topic_score_gemma":0.009274982,"teacher_disagreement_score":0.0023883816,"about_ca_system_score_codex":0.0004556667,"about_ca_system_score_gemma":0.00041712448,"threshold_uncertainty_score":0.0068327785},"labels":[],"label_agreement":null},{"id":"W2211500207","doi":"","title":"Analyse comparative entre l'armature d'acier et de polymères renforcés de fibres de verre des structures souterraines en béton armé","year":2015,"lang":"fr","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Innovative concrete reinforcement 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":"Ton; Materials science; Composite material","score_opus":0.022480259613371786,"score_gpt":0.24987952159337656,"score_spread":0.22739926198000476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2211500207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99586016,0.0007698801,0.00141894,0.000009273229,0.0000074703457,0.00002038567,0.000082152066,0.000012635125,0.0018191711],"genre_scores_gemma":[0.98843527,0.0007144685,0.0020758084,0.000011887838,0.0000035239011,0.000032050455,0.00023352889,0.000017167255,0.008476263],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99951255,0.00003806122,0.000016987196,0.00010115605,0.00027652032,0.00005460171],"domain_scores_gemma":[0.9994615,0.00016301114,0.00007935003,0.000026104151,0.0002379778,0.00003215057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005000958,0.0003730701,0.00040322603,0.00054535724,0.00046960145,0.00043189002,0.00022473757,0.000317841,0.002870708],"category_scores_gemma":[0.00048035674,0.0002607017,0.00039354895,0.00062578253,0.00031045894,0.00035271572,0.00013682534,0.00035826926,0.00034188238],"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":[0.00035673068,0.000050926,0.0054668537,0.00022864864,0.000035781846,0.00013578426,0.0003784398,0.001785718,0.9744435,0.00010287717,0.00005935546,0.016955385],"study_design_scores_gemma":[0.000018925613,0.002395439,0.22689465,0.000055750384,0.00014988615,0.00026134803,0.00062460045,0.004811448,0.75757,0.00007666154,0.007100366,0.00004080435],"about_ca_topic_score_codex":0.012301076,"about_ca_topic_score_gemma":0.043610103,"teacher_disagreement_score":0.012301076,"about_ca_system_score_codex":0.0006050481,"about_ca_system_score_gemma":0.00031884832,"threshold_uncertainty_score":0.024458945},"labels":[],"label_agreement":null},{"id":"W2226354040","doi":"","title":"Performance Synergy in Hybrid Fiber Reinforced Concrete Under Impact","year":2013,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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; University of British Columbia","funders":"","keywords":"Fiber; Materials science; Flexural strength; Composite material; Fiber type; Structural engineering; Engineering","score_opus":0.008992546826889632,"score_gpt":0.21578105540780473,"score_spread":0.2067885085809151,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2226354040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980495,0.00009592546,0.0008749903,0.0000052781097,0.0000022334666,0.000007999755,0.000027839704,0.000028142897,0.00090809795],"genre_scores_gemma":[0.9992981,0.00005002881,0.00028000114,0.0000022064862,8.774821e-7,0.0000022185702,0.000021584823,0.000004561881,0.00034042876],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994754,0.000050388167,0.000019927682,0.00006522075,0.0002502803,0.00013878258],"domain_scores_gemma":[0.99962187,0.00008538826,0.00008381099,0.00003236395,0.00007499769,0.00010165047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004195917,0.00064971804,0.00045459167,0.0010575509,0.00040867864,0.00042860498,0.0002927425,0.00044876625,0.002524453],"category_scores_gemma":[0.00038034256,0.00038029635,0.00039530883,0.0005576685,0.0006278579,0.0005501363,0.0009382287,0.00032168915,0.00037028157],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007121612,0.000059731025,0.005289772,0.00005465234,0.000022686652,0.00042638078,0.0001286076,0.0053532696,0.9832818,0.000117583324,0.000022804918,0.004530454],"study_design_scores_gemma":[0.000018292785,0.0021450645,0.04334556,0.000015411772,0.000054092023,0.0005911636,0.00034467093,0.007297484,0.94551104,0.00017177791,0.00046724363,0.00003815152],"about_ca_topic_score_codex":0.0006686386,"about_ca_topic_score_gemma":0.0018951496,"teacher_disagreement_score":0.002524453,"about_ca_system_score_codex":0.0002817293,"about_ca_system_score_gemma":0.00028188946,"threshold_uncertainty_score":0.008445203},"labels":[],"label_agreement":null},{"id":"W2231086204","doi":"10.3992/jgb.10.2.113","title":"THE EVALUATION OF CHANGE IN CONCRETE STRENGTH DUE TO FABRIC FORMWORK","year":2015,"lang":"en","type":"article","venue":"Journal of Green Building","topic":"Innovative concrete reinforcement 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 Manitoba","funders":"","keywords":"Formwork; Compressive strength; Cement; Polyolefin; Materials science; Superplasticizer; Composite material; Structural engineering; Engineering","score_opus":0.1172811298607757,"score_gpt":0.33512184452609495,"score_spread":0.21784071466531923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2231086204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992174,0.00005720946,0.0004442647,0.0000014446599,0.0000021285002,0.000009171426,0.000032258,0.00000639861,0.00022979442],"genre_scores_gemma":[0.999143,0.00003829848,0.00044288012,0.0000036133636,0.0000011112851,0.000006892481,0.00005570781,0.0000027749043,0.0003057581],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951184,0.00009772671,0.00003377699,0.00005502163,0.00024095134,0.000060762708],"domain_scores_gemma":[0.9991239,0.00018278832,0.00030877333,0.00006520658,0.00021044085,0.000108939814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042787328,0.00039819107,0.00018457447,0.00035787976,0.00013953345,0.00019376737,0.00018583128,0.00025689963,0.0009605757],"category_scores_gemma":[0.0006098485,0.00016833401,0.00031806625,0.00027703473,0.0003198787,0.00020134081,0.00027188566,0.00038446632,0.00014321411],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00060110603,0.0001439851,0.009901253,0.000050884784,0.000029249672,0.00008932432,0.000059590395,0.0008222436,0.9844869,0.000016267073,0.0000109311695,0.0037883306],"study_design_scores_gemma":[0.000013329353,0.004444669,0.11404102,0.0000061967153,0.00004130917,0.00014019752,0.00012548003,0.0015725212,0.8793685,0.000014941014,0.0002177053,0.0000142029685],"about_ca_topic_score_codex":0.0008517206,"about_ca_topic_score_gemma":0.0014435491,"teacher_disagreement_score":0.0009605757,"about_ca_system_score_codex":0.00019963963,"about_ca_system_score_gemma":0.00011197636,"threshold_uncertainty_score":0.0032134652},"labels":[],"label_agreement":null},{"id":"W2258699724","doi":"","title":"Effect of surface preparation techniques on the cohesion of superficial concrete: comparison between jack-hammering and water-jetting","year":2006,"lang":"en","type":"article","venue":"Open Repository and Bibliography (University of Liège)","topic":"Innovative concrete reinforcement 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":"Université Laval","funders":"","keywords":"Cohesion (chemistry); Materials science; Composite material; Forensic engineering; Engineering; Chemistry","score_opus":0.010339469080732737,"score_gpt":0.23029643597683008,"score_spread":0.21995696689609734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2258699724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975714,0.00082286244,0.0010655738,0.00001240214,0.000017754895,0.000023060269,0.00003792634,0.000025568928,0.00042347214],"genre_scores_gemma":[0.99658954,0.0005161581,0.0019222518,0.000011100674,0.000012226553,0.000012867382,0.00007362292,0.000027506625,0.00083470903],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954283,0.00013161013,0.000044073822,0.000054666885,0.00017253394,0.00005426257],"domain_scores_gemma":[0.99735117,0.0015828216,0.0003461829,0.00015842155,0.00037467259,0.00018673991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075177656,0.00034224094,0.0005280388,0.0004469845,0.0003120679,0.00035065183,0.00028285728,0.0003941583,0.0019418686],"category_scores_gemma":[0.0028360416,0.00030222937,0.00041783345,0.0004059163,0.00034359205,0.0003721586,0.0002929262,0.00052327744,0.00026988334],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0058314838,0.0003647694,0.0041075265,0.0004841243,0.00007961398,0.0001233556,0.0004179847,0.0012605486,0.9409484,0.00006358412,0.000105713276,0.046212755],"study_design_scores_gemma":[0.00012881728,0.013149121,0.04071502,0.000024695322,0.00027436554,0.00015596215,0.00026264042,0.0014792415,0.9426273,0.00005021326,0.0010942422,0.00003844235],"about_ca_topic_score_codex":0.0010469172,"about_ca_topic_score_gemma":0.0027412756,"teacher_disagreement_score":0.0019418686,"about_ca_system_score_codex":0.00015625417,"about_ca_system_score_gemma":0.0003378048,"threshold_uncertainty_score":0.006496191},"labels":[],"label_agreement":null},{"id":"W2259030671","doi":"10.1007/978-94-007-1239-3","title":"Bonded Cement-Based Material Overlays for the Repair, the Lining or the Strengthening of Slabs or Pavements","year":2011,"lang":"en","type":"book","venue":"","topic":"Innovative concrete reinforcement 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 Laval","funders":"","keywords":"Overlay; Cement; Forensic engineering; Engineering; Geotechnical engineering; Structural engineering; Civil engineering; Construction engineering; Materials science; Computer science; Composite material","score_opus":0.05342035418556118,"score_gpt":0.2550811393911566,"score_spread":0.20166078520559544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2259030671","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":[0.004838658,0.099930234,0.13039325,0.0009210176,0.0056077065,0.00019954049,0.0009368594,0.0017695101,0.7554034],"genre_scores_gemma":[0.009451146,0.025019448,0.034861565,0.00035155343,0.0003154961,0.000060965398,0.00044724593,0.00035357315,0.92913914],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99987817,0.0000058642477,0.000003305955,0.000015654852,0.000091361035,0.0000056208523],"domain_scores_gemma":[0.9999484,0.00001664655,0.000005326817,0.0000062665063,0.000017130018,0.000006123865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001257847,0.0010045556,0.00042423684,0.0009765108,0.0002924928,0.0007909241,0.0009870384,0.00082958885,0.040979873],"category_scores_gemma":[0.000217213,0.00037417354,0.00035724315,0.00088391925,0.0002812937,0.0009712578,0.00052360096,0.0012605367,0.022688732],"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":[0.000044693814,0.000099060206,0.00008249131,0.000797991,0.000018312923,0.00025160526,0.0000903765,0.001973833,0.05270992,0.03947942,0.19675465,0.7076977],"study_design_scores_gemma":[0.00000723761,0.00004286137,0.00035020936,0.0001557047,0.000010758112,0.0006784474,0.000020552347,0.001049486,0.0075248303,0.0060704034,0.9840763,0.000013268428],"about_ca_topic_score_codex":0.00054735533,"about_ca_topic_score_gemma":0.0033041555,"teacher_disagreement_score":0.040979873,"about_ca_system_score_codex":0.0002321446,"about_ca_system_score_gemma":0.00030041236,"threshold_uncertainty_score":0.13709128},"labels":[],"label_agreement":null},{"id":"W2288117343","doi":"10.3390/fib4010006","title":"Properties of Fiber-Reinforced Mortars Incorporating Nano-Silica","year":2016,"lang":"en","type":"article","venue":"Fibers","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":38,"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":"Queen's University; Queen's University Belfast","keywords":"Mortar; Nano-; Materials science; Fiber; Composite material","score_opus":0.01658846774967701,"score_gpt":0.20256163597952523,"score_spread":0.18597316822984822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2288117343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987521,0.0002687793,0.0005031196,0.0000065624013,0.0000075252583,0.0000050020626,0.0000671355,0.000016014861,0.00037373987],"genre_scores_gemma":[0.9987233,0.00012839792,0.00030578914,0.000008174364,0.0000028175587,0.0000035573585,0.00009674576,0.000008578775,0.000722528],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987566,0.000007864802,0.00000852634,0.00002277962,0.000065556305,0.000019477011],"domain_scores_gemma":[0.9997124,0.000052331816,0.00010898756,0.000017258157,0.00007298818,0.000036018893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019336633,0.00034142178,0.0001487769,0.0004064241,0.00013472645,0.00014308363,0.00015274125,0.0002482971,0.0010729138],"category_scores_gemma":[0.00028359986,0.00017020559,0.0002680115,0.00014362465,0.0002363613,0.00022626497,0.00012535269,0.00026747695,0.00029043984],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006584871,0.000021926462,0.0010372708,0.000035088244,0.000009223452,0.00003749346,0.0000340732,0.0006068316,0.9966196,0.00004060967,0.000022151713,0.0014698945],"study_design_scores_gemma":[0.000005632493,0.0006618934,0.02149969,0.000008594712,0.00002599183,0.0001335354,0.00006451853,0.0023333358,0.9743328,0.000026885551,0.00089276826,0.000014450072],"about_ca_topic_score_codex":0.0008248637,"about_ca_topic_score_gemma":0.0017639659,"teacher_disagreement_score":0.0010729138,"about_ca_system_score_codex":0.0001334368,"about_ca_system_score_gemma":0.00009476938,"threshold_uncertainty_score":0.0035892725},"labels":[],"label_agreement":null},{"id":"W2295278861","doi":"10.14288/1.0091176","title":"Comparison of the fracture toughness, flexural strength, and flexural modulus of nine restorative materials over five time intervals","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Innovative concrete reinforcement 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":"Flexural strength; Flexural modulus; Composite material; Fracture toughness; Modulus; Materials science; Fracture (geology); Three point flexural test","score_opus":0.007908823481828378,"score_gpt":0.20654403612932404,"score_spread":0.19863521264749567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2295278861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990246,0.00035947684,0.0003861161,0.0000075230846,0.000010141623,0.000016933156,0.000035229787,0.000004852444,0.00015503577],"genre_scores_gemma":[0.99824405,0.00024097045,0.0009177903,0.000015431722,0.000012177114,0.000033346794,0.000113492526,0.0000059234785,0.00041685783],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993973,0.00011238013,0.000060141505,0.00012529295,0.0002366526,0.00006830053],"domain_scores_gemma":[0.9978756,0.00094488886,0.0005216529,0.00015301054,0.00037707,0.00012779633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010464555,0.000362907,0.0004485242,0.00054075714,0.0002421892,0.0002929223,0.00022940671,0.00048071996,0.0012116906],"category_scores_gemma":[0.0020099145,0.00024627557,0.00047935272,0.00039985697,0.0003755839,0.0004352263,0.00023601066,0.00038394696,0.00020321025],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.013383704,0.0012991875,0.04033535,0.00033939816,0.00020152908,0.0003598429,0.0005756912,0.00047227615,0.90376943,0.000058009275,0.000049867725,0.039155666],"study_design_scores_gemma":[0.000096880634,0.04157312,0.5116018,0.00002222664,0.0004023188,0.0005421303,0.00078147365,0.0011209968,0.44199696,0.00009015751,0.0017077844,0.00006411283],"about_ca_topic_score_codex":0.0004495089,"about_ca_topic_score_gemma":0.00088773936,"teacher_disagreement_score":0.0012116906,"about_ca_system_score_codex":0.00017319171,"about_ca_system_score_gemma":0.00015593342,"threshold_uncertainty_score":0.0055342317},"labels":[],"label_agreement":null},{"id":"W2296466029","doi":"10.1109/bracis.2015.56","title":"Predicting High-Performance Concrete Compressive Strength Using Features Constructed by Kaizen Programming","year":2015,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Kaizen; Genetic programming; Computer science; Nonlinear regression; Compressive strength; Regression; Ordinary least squares; Nonlinear system; Machine learning; Function (biology); Artificial intelligence; Regression analysis; Mathematics; Engineering; Statistics; Materials science","score_opus":0.01532996704306404,"score_gpt":0.226243855133778,"score_spread":0.21091388809071396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2296466029","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":[0.1959688,0.000095158444,0.80157214,0.00008739952,0.000019794334,0.000038762006,0.00005712646,0.0004502582,0.0017105404],"genre_scores_gemma":[0.8523746,0.00008236134,0.1460979,0.000031038337,0.000010699549,0.000082253806,0.0001176951,0.000057014026,0.0011464861],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985945,0.00003437918,0.000006976339,0.00003378787,0.000046380675,0.000018985751],"domain_scores_gemma":[0.9994646,0.00034238433,0.000069779184,0.000028090413,0.000077481236,0.000017645178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004369394,0.0007250631,0.00046528535,0.00052282674,0.00023021658,0.00048283313,0.00056015555,0.0005677306,0.0006397805],"category_scores_gemma":[0.0013243613,0.00032156007,0.00067713065,0.00035874106,0.00037126915,0.00058828155,0.0003610322,0.0005915293,0.00015382619],"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":[0.000043950335,0.000043333534,0.0013223427,0.000021821244,0.000020702857,0.000026816537,0.00002204619,0.94252825,0.004499334,0.0012522262,0.000163768,0.050055396],"study_design_scores_gemma":[0.0000010307457,0.000009886496,0.00013953188,0.0000010061141,0.0000025052007,0.000003890094,0.0000022076883,0.9988342,0.0006768295,0.0002744687,0.00005239896,0.0000020566677],"about_ca_topic_score_codex":0.0028891757,"about_ca_topic_score_gemma":0.0026083223,"teacher_disagreement_score":0.0028891757,"about_ca_system_score_codex":0.0002975559,"about_ca_system_score_gemma":0.00059775624,"threshold_uncertainty_score":0.0057446957},"labels":[],"label_agreement":null},{"id":"W2296912009","doi":"","title":"Nanotechnology Applied in the Design of the Next Generation of Canadian Concrete Pavement Surfaces","year":2014,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Innovative concrete reinforcement 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":"Engineering; Civil engineering; Nanotechnology; Construction engineering; Materials science","score_opus":0.02947512115602124,"score_gpt":0.1857232824855074,"score_spread":0.15624816132948616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2296912009","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":[0.345758,0.010341977,0.44004515,0.0022738099,0.0021538378,0.0010698859,0.0011827094,0.0020153918,0.1951593],"genre_scores_gemma":[0.67090845,0.0039229263,0.2944831,0.00024717578,0.00004779276,0.00037610633,0.00053565716,0.00015944932,0.029319216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966455,0.000016071399,0.000011661891,0.00004504474,0.00019702561,0.00006573144],"domain_scores_gemma":[0.99975663,0.000013923535,0.00002765471,0.000020160718,0.00016061321,0.00002098155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033201437,0.00054247264,0.0002219154,0.0004927616,0.000626578,0.0010094681,0.00077420595,0.0008103545,0.0024232191],"category_scores_gemma":[0.0005449696,0.00029757264,0.00051879283,0.0003887987,0.00029614902,0.0006281853,0.00039181628,0.00044401386,0.0011426422],"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":[0.00007117188,0.00009351871,0.001995964,0.0006110166,0.000030565432,0.00046898157,0.00013703557,0.07289795,0.79728055,0.02343086,0.0055160257,0.09746637],"study_design_scores_gemma":[0.000031895346,0.00064029737,0.005619736,0.0001465944,0.000095746334,0.00045938083,0.00025034908,0.18511702,0.5576219,0.0046033403,0.24528922,0.00012460386],"about_ca_topic_score_codex":0.023332411,"about_ca_topic_score_gemma":0.0637204,"teacher_disagreement_score":0.9766676,"about_ca_system_score_codex":0.002166662,"about_ca_system_score_gemma":0.0028328921,"threshold_uncertainty_score":0.046393216},"labels":[],"label_agreement":null},{"id":"W2313071246","doi":"10.1061/40885(215)5","title":"A Decade of Shotcrete Research at Laval University","year":2006,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Université Laval","funders":"","keywords":"Shotcrete; Durability; Air entrainment; Engineering; Civil engineering; Construction engineering; Geotechnical engineering; Computer science; Database","score_opus":0.0276632457874196,"score_gpt":0.2565715326258345,"score_spread":0.22890828683841488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313071246","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":[0.55833775,0.13538767,0.037926357,0.041380398,0.004130883,0.00042431068,0.0015780991,0.0017995897,0.21903498],"genre_scores_gemma":[0.66735494,0.04086156,0.02000527,0.0024918413,0.0013634339,0.00011812085,0.001093405,0.00039475394,0.2663167],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9963152,0.00056736846,0.000117742165,0.0006560596,0.0018575498,0.00048617795],"domain_scores_gemma":[0.99479216,0.0005996572,0.00024647109,0.00040907343,0.0026508402,0.0013018267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032121576,0.0006030081,0.0007342533,0.0015713755,0.0024159623,0.0033137954,0.0011765491,0.0015010244,0.014751404],"category_scores_gemma":[0.0030702602,0.00031890126,0.00043818925,0.0016756249,0.0025573885,0.0013848804,0.0026988434,0.0014133691,0.00267718],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012621471,0.0007812836,0.013673766,0.0012475058,0.00012726923,0.001095895,0.0055282526,0.0037429903,0.08117408,0.07057428,0.037630066,0.78316253],"study_design_scores_gemma":[0.000044185697,0.0010322062,0.0127316965,0.00044797218,0.000034678742,0.00043393992,0.001815165,0.0008171156,0.053216536,0.0023517562,0.92699885,0.00007587953],"about_ca_topic_score_codex":0.055001248,"about_ca_topic_score_gemma":0.08355044,"teacher_disagreement_score":0.990187,"about_ca_system_score_codex":0.009813032,"about_ca_system_score_gemma":0.012652589,"threshold_uncertainty_score":0.109362245},"labels":[],"label_agreement":null},{"id":"W2316385939","doi":"10.1520/acem20150027","title":"Performance of Fiber-Reinforced Concrete Made With Basalt-Bundled Fibers","year":2016,"lang":"en","type":"article","venue":"Advances in Civil Engineering Materials","topic":"Innovative concrete reinforcement 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":"Windsor Clinical Research; University of Windsor","funders":"","keywords":"Basalt fiber; Materials science; Composite material; Fiber; Basalt; Geology","score_opus":0.00505682693771507,"score_gpt":0.19786634269485393,"score_spread":0.19280951575713887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316385939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99943084,0.00007454586,0.00024254907,0.0000020108062,0.000003964513,0.0000037129205,0.000022594102,0.000013419706,0.0002064826],"genre_scores_gemma":[0.99906296,0.000058847138,0.00047860757,0.0000018074082,0.0000010927121,0.000002381446,0.000051671872,0.0000049874448,0.00033772452],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996159,0.000039977327,0.000028345356,0.00007760864,0.0001775089,0.00006051699],"domain_scores_gemma":[0.99936825,0.00007481766,0.00017338306,0.000053596796,0.00018926352,0.00014067849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040056926,0.00062725047,0.00024141087,0.00055966957,0.00017905254,0.00016471263,0.00023963774,0.00036383158,0.0008209438],"category_scores_gemma":[0.00047761956,0.0002052647,0.00027352653,0.00026744025,0.00024953022,0.0002690204,0.00023523874,0.00022982818,0.00023051859],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029095978,0.000067440466,0.0024048542,0.00004503416,0.00001722132,0.00009155202,0.000042515676,0.002466478,0.9921157,0.000024831688,0.00001615419,0.002417227],"study_design_scores_gemma":[0.000015415257,0.0018137785,0.018035626,0.000011334239,0.000041364812,0.00010149938,0.00006564445,0.005181902,0.97427624,0.000010245767,0.0004336031,0.0000133141],"about_ca_topic_score_codex":0.0015575116,"about_ca_topic_score_gemma":0.0035410444,"teacher_disagreement_score":0.0015575116,"about_ca_system_score_codex":0.00017388337,"about_ca_system_score_gemma":0.00019102817,"threshold_uncertainty_score":0.0030969381},"labels":[],"label_agreement":null},{"id":"W2322603337","doi":"10.1061/40885(215)4","title":"Bringing Science to an Art: A Decade of Shotcrete Research at the University of British Columbia","year":2006,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Shotcrete; Durability; Process (computing); Computer science; Forensic engineering; Construction engineering; Engineering; Civil engineering","score_opus":0.020604321019831878,"score_gpt":0.25558192213568043,"score_spread":0.23497760111584856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322603337","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":[0.046533782,0.43680316,0.00531871,0.19708747,0.00559572,0.00010931732,0.00049625494,0.0003025257,0.30775312],"genre_scores_gemma":[0.21918727,0.25546676,0.0050749234,0.01058637,0.00083676603,0.00005578767,0.0002385206,0.00019194074,0.50836164],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99833184,0.00021341658,0.00006159218,0.00021119589,0.00091239193,0.00026953695],"domain_scores_gemma":[0.9971795,0.00047573127,0.0000871641,0.00010224733,0.0013506492,0.00080478535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013040961,0.00038485794,0.00058715366,0.0017130981,0.007224455,0.0069907415,0.00076913205,0.0020528594,0.0161363],"category_scores_gemma":[0.0028427974,0.0003195876,0.00016314269,0.002594067,0.0047287685,0.0018820937,0.0018791292,0.002362028,0.0019494244],"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":[0.0002593885,0.00015146729,0.0045473394,0.001672947,0.000028671668,0.00075237715,0.01104225,0.0004792408,0.0075030923,0.05250941,0.3175757,0.60347813],"study_design_scores_gemma":[0.00000630952,0.000031971085,0.004448295,0.0006925263,0.000010885916,0.0001285081,0.0032597184,0.00009820093,0.0015190422,0.0029999418,0.98677385,0.000030706233],"about_ca_topic_score_codex":0.5892903,"about_ca_topic_score_gemma":0.8302698,"teacher_disagreement_score":0.41070968,"about_ca_system_score_codex":0.0262288,"about_ca_system_score_gemma":0.034288,"threshold_uncertainty_score":0.8262569},"labels":[],"label_agreement":null},{"id":"W2323164395","doi":"10.1139/l2012-062","title":"Shear strength of concrete beams cast with self-compacting concrete containing different fillers and coarse aggregates","year":2012,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Dolomite; Silica fume; Cracking; Fly ash; Composite material; Shear (geology); Reinforcement; Shear strength (soil); Interlocking; Compressive strength; Cement; Geotechnical engineering; Structural engineering; Geology; Metallurgy; Engineering","score_opus":0.008494323792044746,"score_gpt":0.18481430147367872,"score_spread":0.176319977681634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323164395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991825,0.00012427947,0.00034265965,0.0000030077395,0.0000036622746,0.000005985879,0.00008555299,0.00000784664,0.00024440768],"genre_scores_gemma":[0.9983724,0.00013865493,0.0005564266,0.0000056641197,0.0000020946493,0.0000064948185,0.00013598283,0.000004110639,0.0007781276],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969435,0.000031073985,0.00003012294,0.00005528069,0.00014931895,0.00003984541],"domain_scores_gemma":[0.99948525,0.000119016644,0.00012039132,0.000039844064,0.00015316122,0.00008244513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005782171,0.00059008214,0.00033077967,0.0004743008,0.00019071893,0.00015024228,0.0002553748,0.00033974284,0.0017531819],"category_scores_gemma":[0.00043974505,0.0002932629,0.00028271222,0.0002997932,0.00033764032,0.00019843492,0.00025926577,0.0003313131,0.00029818778],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003243481,0.000044338558,0.004289021,0.00006213981,0.000022238006,0.000041457562,0.00007696108,0.0010935768,0.99185103,0.000047908732,0.0000137989,0.0021332558],"study_design_scores_gemma":[0.000017896546,0.0024902534,0.058851603,0.000019282876,0.0000744534,0.000086821994,0.00010747681,0.0023198214,0.93547195,0.000029437553,0.0005148163,0.000016203838],"about_ca_topic_score_codex":0.00176255,"about_ca_topic_score_gemma":0.006054858,"teacher_disagreement_score":0.00176255,"about_ca_system_score_codex":0.00024273616,"about_ca_system_score_gemma":0.00027262053,"threshold_uncertainty_score":0.005864978},"labels":[],"label_agreement":null},{"id":"W2325718018","doi":"10.1063/1.4942277","title":"Processing and properties of thermoplastics elastomers based on recycled polyethylene and EPDM","year":2016,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Innovative concrete reinforcement 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 Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Polyethylene; Thermoplastic; Compression molding; Extrusion; Elastomer; Ultimate tensile strength; Flexural strength; Thermoplastic elastomer; Low-density polyethylene; Polymer; Mold; Copolymer","score_opus":0.019522445705056207,"score_gpt":0.2088297518707362,"score_spread":0.18930730616568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325718018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964908,0.00071955257,0.0016292981,0.000007704583,0.0000084115745,0.000015098844,0.0002267724,0.000019323525,0.0008829478],"genre_scores_gemma":[0.9943527,0.0005564649,0.0028597845,0.00000892369,0.000004253624,0.000019990968,0.00032419266,0.000020292944,0.0018532765],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998424,0.000018913284,0.00001692607,0.0000336325,0.0000650369,0.000023068063],"domain_scores_gemma":[0.9998043,0.000048717826,0.00006272333,0.000019142435,0.000046927315,0.00001824787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023386028,0.00031769593,0.0001260979,0.00047543444,0.000103476894,0.00017514735,0.00012641659,0.00021831054,0.0012156495],"category_scores_gemma":[0.00033883372,0.00013309967,0.00016256921,0.0003925992,0.0001533236,0.00023418093,0.00010140737,0.00026071936,0.00024484508],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046392248,0.000012214275,0.00027072968,0.00004922738,0.000003484705,0.00005105815,0.000025702262,0.0001744312,0.997752,0.00004230948,0.0000094602765,0.001562956],"study_design_scores_gemma":[0.0000019801255,0.00012489507,0.005055326,0.0000052307955,0.000008025836,0.00006935824,0.000017077282,0.00023991305,0.9936447,0.00000868212,0.0008212572,0.0000034032114],"about_ca_topic_score_codex":0.00029271765,"about_ca_topic_score_gemma":0.00060481025,"teacher_disagreement_score":0.0012156495,"about_ca_system_score_codex":0.00011775526,"about_ca_system_score_gemma":0.00009160513,"threshold_uncertainty_score":0.0040667057},"labels":[],"label_agreement":null},{"id":"W2326105415","doi":"10.1061/40885(215)16","title":"Behaviour and Performance of Monofilament Macro-Synthetic Fibres in Dry-Mix Shotcrete","year":2006,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Dalhousie University","funders":"","keywords":"Shotcrete; Materials science; Macro; Composite material; Structural engineering; Engineering; Computer science","score_opus":0.0064818419263604566,"score_gpt":0.19612604093573044,"score_spread":0.18964419900937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2326105415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980806,0.0004023223,0.0006144188,0.000010152912,0.000007586795,0.000020206136,0.00013025431,0.000017452781,0.00071701396],"genre_scores_gemma":[0.996617,0.00033003368,0.0009553908,0.000019981402,0.0000031818672,0.000022842294,0.00021488014,0.000021194543,0.0018154399],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990421,0.00012548061,0.000078654164,0.00015393014,0.00050339504,0.0000964021],"domain_scores_gemma":[0.9986021,0.00039958916,0.00026427544,0.00006310085,0.0005310061,0.00013993289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008094369,0.00040462826,0.0003630328,0.00055962586,0.0003282452,0.00045050622,0.000330444,0.0005946678,0.0012179565],"category_scores_gemma":[0.0013258682,0.0002488792,0.00030281398,0.0005580617,0.00038505573,0.0005164768,0.00035924363,0.00046343534,0.00034871875],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022296963,0.000048720533,0.0016848112,0.00013989216,0.000013547756,0.000110403445,0.0003041533,0.0009081588,0.9932092,0.000031138017,0.000037368045,0.0032898188],"study_design_scores_gemma":[0.000009889013,0.0024722961,0.029844323,0.00006538131,0.000033631608,0.00015674994,0.00058971834,0.0022515277,0.9630149,0.00003428702,0.0014939365,0.000033439715],"about_ca_topic_score_codex":0.0020685361,"about_ca_topic_score_gemma":0.0047498657,"teacher_disagreement_score":0.0020685361,"about_ca_system_score_codex":0.00036437184,"about_ca_system_score_gemma":0.00021313349,"threshold_uncertainty_score":0.004280746},"labels":[],"label_agreement":null},{"id":"W2329400279","doi":"10.1061/40885(215)25","title":"SCC for Underground Sprayed Concrete Application","year":2006,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"St. Lawrence College; Agnico Eagle (Canada)","funders":"","keywords":"Shotcrete; Piping; Geotechnical engineering; Mining engineering; Forensic engineering; Environmental science; Geology; Engineering; Mechanical engineering","score_opus":0.005860820292732153,"score_gpt":0.2047247491466951,"score_spread":0.19886392885396295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329400279","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51875484,0.007236777,0.12775593,0.00085805764,0.0013710167,0.0016375998,0.0017338557,0.008226397,0.33242556],"genre_scores_gemma":[0.8385882,0.0021130037,0.035152506,0.00017744936,0.000057455578,0.00017671354,0.0006830217,0.00020160354,0.12285011],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997619,0.000011737721,0.0000068670975,0.000018590777,0.00018217269,0.000018607201],"domain_scores_gemma":[0.9997453,0.00001499178,0.000015553687,0.000027459502,0.00017312539,0.000023435381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000160962,0.00027415913,0.00019655749,0.0004442061,0.00028018962,0.00030992512,0.0003274026,0.00038565384,0.020016603],"category_scores_gemma":[0.00028501885,0.00013113103,0.00014975642,0.00038966382,0.00014231578,0.00020221734,0.00030885442,0.00029793743,0.005537275],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009429398,0.000103226426,0.0012739981,0.00047158462,0.000009115596,0.0006952965,0.000114660645,0.0020663142,0.8278341,0.0025847766,0.014561371,0.15019128],"study_design_scores_gemma":[0.00004084898,0.0007588221,0.006407152,0.00013758974,0.000027585029,0.001217638,0.00022668559,0.007309344,0.66075313,0.0005726622,0.32252562,0.000022936152],"about_ca_topic_score_codex":0.002403348,"about_ca_topic_score_gemma":0.009484938,"teacher_disagreement_score":0.020016603,"about_ca_system_score_codex":0.00046329616,"about_ca_system_score_gemma":0.00071489444,"threshold_uncertainty_score":0.06696224},"labels":[],"label_agreement":null},{"id":"W2341566168","doi":"10.3390/ma9040294","title":"Ultrasonic Monitoring of Setting and Strength Development of Ultra-High-Performance Concrete","year":2016,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":29,"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; Ultimate tensile strength; Composite material; Shrinkage; Penetration (warfare); Curing (chemistry); Ultrasonic sensor; Penetration depth; Expansive; Compressive strength; Engineering","score_opus":0.009689838908912243,"score_gpt":0.21038430189758314,"score_spread":0.20069446298867089,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341566168","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98189056,0.0006927802,0.01630142,0.000013146257,0.000012199126,0.00001981793,0.000051184255,0.00008703298,0.00093181466],"genre_scores_gemma":[0.9935075,0.0002501694,0.0053156535,0.000009871262,0.0000048971724,0.000010693399,0.00005440711,0.0000077615905,0.0008391593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996557,0.00004578533,0.000015535763,0.000048409103,0.00019749717,0.000037175567],"domain_scores_gemma":[0.9994823,0.00012356337,0.00013455967,0.000026736547,0.0001876098,0.000045267934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030705816,0.00024412666,0.00017288515,0.00055727374,0.000097331606,0.00018279992,0.00023596924,0.00038235512,0.000617479],"category_scores_gemma":[0.0007819511,0.00018853553,0.00013931477,0.00018193432,0.0001963357,0.00031348132,0.00025708388,0.00036154545,0.00022628029],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006151041,0.000013367378,0.0041704657,0.00004689942,0.0000040167315,0.00007849817,0.00008300512,0.00034728448,0.98725617,0.000050376322,0.000014491386,0.007873981],"study_design_scores_gemma":[0.0000044906637,0.0006185873,0.031724278,0.000011242908,0.000017123793,0.00028835016,0.000116281444,0.0024373694,0.9639622,0.000037958675,0.0007661496,0.000016006572],"about_ca_topic_score_codex":0.0004288312,"about_ca_topic_score_gemma":0.0006113802,"teacher_disagreement_score":0.000617479,"about_ca_system_score_codex":0.0001431191,"about_ca_system_score_gemma":0.00012952964,"threshold_uncertainty_score":0.0020656586},"labels":[],"label_agreement":null},{"id":"W2342311189","doi":"10.1177/1056789515612559","title":"Nonlinear finite element analysis of ultra-high-performance fiber-reinforced concrete beams","year":2015,"lang":"en","type":"article","venue":"International Journal of Damage Mechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Micromechanics; Materials science; Softening; Finite element method; Fiber-reinforced concrete; Composite material; Fiber; Flexural strength; Nonlinear system; Tension (geology); Structural engineering; Compression (physics); Engineering; Physics","score_opus":0.01640451238907866,"score_gpt":0.24939936061930718,"score_spread":0.2329948482302285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342311189","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":[0.4819175,0.00014699656,0.5051813,0.00012992891,0.000023194396,0.00009446384,0.0002853222,0.00027544395,0.011945831],"genre_scores_gemma":[0.90873045,0.00014342874,0.08338654,0.000025177846,0.000005120656,0.00014458179,0.00018496702,0.000058526508,0.0073213247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986446,0.000026890431,0.0000056566323,0.000016747792,0.00007168224,0.000014677282],"domain_scores_gemma":[0.99973327,0.00011806985,0.000034412988,0.000029513241,0.00007380447,0.000010886947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030339367,0.00039159335,0.0003008096,0.00032609052,0.0002442214,0.00024533417,0.00069397996,0.00063075667,0.0016432741],"category_scores_gemma":[0.00054264744,0.0002678337,0.00041241676,0.0001797863,0.00041816858,0.00033665245,0.00030998362,0.00034138162,0.00035216505],"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":[0.000031762695,0.000041536932,0.0012493083,0.000054131717,0.000011756491,0.00008469155,0.000068209265,0.9561212,0.0337523,0.0018565009,0.000080444544,0.0066480334],"study_design_scores_gemma":[0.0000022355819,0.000011198491,0.000528829,0.000002876902,0.000002022546,0.000012019889,0.000008371868,0.99584705,0.0031940578,0.00013513389,0.00025288895,0.0000033257254],"about_ca_topic_score_codex":0.0058385986,"about_ca_topic_score_gemma":0.007383515,"teacher_disagreement_score":0.0058385986,"about_ca_system_score_codex":0.0005017151,"about_ca_system_score_gemma":0.00075288705,"threshold_uncertainty_score":0.011609256},"labels":[],"label_agreement":null},{"id":"W2349801372","doi":"","title":"Influence of aspect ratio of macro synthetic fiber on properties of shotcrete","year":2013,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"CAE (Canada)","funders":"","keywords":"Aspect ratio (aeronautics); Materials science; Composite material; Fiber; Shotcrete; Ultimate tensile strength; Flexural strength; Toughness; Compressive strength; Toughening; Polypropylene; Structural engineering","score_opus":0.011617100906696287,"score_gpt":0.1948648907485871,"score_spread":0.1832477898418908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2349801372","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984363,0.00026903377,0.00061601185,0.0000067459478,0.0000036606948,0.000006884611,0.00004360854,0.000014226783,0.00060359173],"genre_scores_gemma":[0.9985061,0.0002175385,0.00082008645,0.000007874879,0.000001985908,0.0000063206166,0.00005681984,0.000009652847,0.00037347822],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99985373,0.000015456988,0.000015135793,0.000036790312,0.000052751828,0.000026052432],"domain_scores_gemma":[0.999752,0.000068300404,0.00007227727,0.000013565312,0.000050959872,0.000042953212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016726169,0.0002981582,0.0001573126,0.0003176644,0.00008369014,0.00020837008,0.000096998054,0.00016040428,0.0007648173],"category_scores_gemma":[0.00042608072,0.00015379523,0.00014402402,0.00016137537,0.00014116467,0.00026744686,0.00015549513,0.00017665011,0.00009896079],"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":[0.00005928798,0.000008220828,0.0006772821,0.000033363805,0.0000043449604,0.00003464496,0.000020358757,0.00016502562,0.9975643,0.000022775215,0.0000072248417,0.0014030789],"study_design_scores_gemma":[0.000005091245,0.0003795983,0.013568275,0.000007244757,0.00002439774,0.00012565055,0.000047306898,0.0011686916,0.9839204,0.000018374414,0.00072696555,0.00000808534],"about_ca_topic_score_codex":0.00059775484,"about_ca_topic_score_gemma":0.0017694791,"teacher_disagreement_score":0.0007648173,"about_ca_system_score_codex":0.00011883646,"about_ca_system_score_gemma":0.000104076884,"threshold_uncertainty_score":0.002558589},"labels":[],"label_agreement":null},{"id":"W2363750090","doi":"10.1520/jte20150275","title":"Comparative Biaxial Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Panels Using Two Different Test and Placement Methods","year":2016,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement 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":"University of British Columbia","funders":"","keywords":"Flexural strength; Materials science; Deflection (physics); Composite material; Fiber-reinforced concrete; Fiber; Structural engineering; Three point flexural test; Cracking; Toughness; Test method; Geology; Optics; Engineering","score_opus":0.11650652974114274,"score_gpt":0.37151700757879597,"score_spread":0.25501047783765324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2363750090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99401337,0.00014016895,0.0053907745,0.000008943252,0.000009176252,0.00001503169,0.00008088609,0.000057886347,0.00028378872],"genre_scores_gemma":[0.99130905,0.00008763117,0.0075908424,0.000012415699,0.0000033370634,0.00002331585,0.00009413204,0.000019917008,0.0008594692],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994547,0.0000809122,0.00003714881,0.000112257076,0.00025424984,0.000060703747],"domain_scores_gemma":[0.998645,0.00026571215,0.0003201291,0.00016212759,0.00046719267,0.00013987927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005670619,0.00073419634,0.0001959968,0.0006694471,0.00025745475,0.00015667101,0.00027783992,0.0005847502,0.0015716299],"category_scores_gemma":[0.0006717949,0.00033804678,0.00028550785,0.00035424432,0.00033485208,0.00033404285,0.0003087078,0.00033658007,0.00030939403],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056334233,0.000019250327,0.0009123879,0.000019251449,0.000005276959,0.000036175003,0.00004677841,0.0002502914,0.9973278,0.000008684559,0.0000075536423,0.0013102981],"study_design_scores_gemma":[0.000006933306,0.00049500464,0.023887781,0.000006008711,0.000024842811,0.000095396026,0.0000961006,0.001756682,0.9733845,0.000009752123,0.0002199406,0.000017071854],"about_ca_topic_score_codex":0.0010690194,"about_ca_topic_score_gemma":0.0035854895,"teacher_disagreement_score":0.0015716299,"about_ca_system_score_codex":0.00018341345,"about_ca_system_score_gemma":0.00012436711,"threshold_uncertainty_score":0.0052576065},"labels":[],"label_agreement":null},{"id":"W2382433503","doi":"","title":"Effect of Rubber Aggregate on Reduction of Compressive Strength of Concrete","year":2013,"lang":"en","type":"article","venue":"Journal of Building Materials","topic":"Innovative concrete reinforcement 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":"Compressive strength; Materials science; Aggregate (composite); Natural rubber; Composite material; Volume fraction; Strength reduction; Volume (thermodynamics); Structural engineering; Engineering","score_opus":0.006898502623367764,"score_gpt":0.23864364142820824,"score_spread":0.23174513880484046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2382433503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873453,0.00023276675,0.00041233446,0.000008061119,0.000006271076,0.000008677166,0.000043639167,0.000020957501,0.0005327111],"genre_scores_gemma":[0.9981469,0.00019841432,0.0006853678,0.000011809184,0.0000042059064,0.000005541001,0.000047747628,0.0000058492715,0.00089434866],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995826,0.00010600401,0.00004294176,0.00007935835,0.00013018597,0.000058937578],"domain_scores_gemma":[0.999376,0.00021657078,0.00016312473,0.000056887784,0.00008705462,0.000100401565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003322227,0.00042066944,0.00038636752,0.00025002914,0.00014909885,0.00025597765,0.00020337987,0.00022143834,0.0014873347],"category_scores_gemma":[0.0005691919,0.00016972782,0.00037267324,0.00013828032,0.00024295124,0.00019838233,0.0002456272,0.00030291392,0.00022190672],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069006154,0.00013735394,0.00079660915,0.00011756856,0.00001815516,0.000051378454,0.000054749595,0.0006122621,0.99410254,0.000027509614,0.000012532814,0.003379303],"study_design_scores_gemma":[0.000010388064,0.0033387144,0.0058552134,0.0000055527153,0.00004059814,0.000045423683,0.000035641624,0.0006829537,0.9895064,0.0000131807765,0.0004570208,0.000008819112],"about_ca_topic_score_codex":0.00090773904,"about_ca_topic_score_gemma":0.00151694,"teacher_disagreement_score":0.0014873347,"about_ca_system_score_codex":0.00015302244,"about_ca_system_score_gemma":0.0001672247,"threshold_uncertainty_score":0.0049756765},"labels":[],"label_agreement":null},{"id":"W2389724151","doi":"","title":"PLASTIC CRACK TEST METHOD FOR A NEW FIBER-IMPROVED CEMENT-BASED MATERIAL","year":2005,"lang":"en","type":"article","venue":"Jianzhu jishu","topic":"Innovative concrete reinforcement 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":"Materials science; Cracking; Cement; Composite material; Polypropylene; Mortar; Fiber; Test method; Structural engineering; Engineering; Geology","score_opus":0.014186689416433789,"score_gpt":0.25660876398748905,"score_spread":0.24242207457105527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2389724151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7388985,0.0017157577,0.2516632,0.000081091915,0.00018672096,0.00029980787,0.0004923812,0.000781115,0.005881317],"genre_scores_gemma":[0.83937365,0.00074809336,0.14863971,0.00008507009,0.00001984551,0.00021200808,0.0006388044,0.00007192988,0.010210986],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943143,0.00005817468,0.00004220259,0.00011839644,0.00032264434,0.000027120022],"domain_scores_gemma":[0.9993643,0.00010578183,0.000113240516,0.000074650736,0.00028051497,0.000061385064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004203748,0.00048014478,0.00020486601,0.0010796922,0.00018377214,0.00012568111,0.00033782722,0.00029449374,0.0020183914],"category_scores_gemma":[0.00036085796,0.00018129256,0.00022827477,0.00039397727,0.0002685512,0.00035358267,0.0002696192,0.00041265215,0.00037751318],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036257756,0.000021078891,0.0006850108,0.00005730197,0.000006886851,0.000029053712,0.000025438389,0.000061000308,0.9941286,0.00007823643,0.00004367139,0.0048275376],"study_design_scores_gemma":[0.000010360557,0.00046238813,0.009633091,0.000008356282,0.000028350418,0.00041321016,0.000025203602,0.0022080033,0.9850227,0.000033657645,0.0021375257,0.00001727001],"about_ca_topic_score_codex":0.00080029294,"about_ca_topic_score_gemma":0.0034598242,"teacher_disagreement_score":0.0020183914,"about_ca_system_score_codex":0.00019101579,"about_ca_system_score_gemma":0.00020997298,"threshold_uncertainty_score":0.006752193},"labels":[],"label_agreement":null},{"id":"W2396199939","doi":"10.3390/ma9050396","title":"Modeling of Compressive Strength for Self-Consolidating High-Strength Concrete Incorporating Palm Oil Fuel Ash","year":2016,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"George Brown College","funders":"Universiti Kebangsaan Malaysia","keywords":"Compressive strength; Palm oil; Self-consolidating concrete; Materials science; Composite material; Environmental science","score_opus":0.013682293318712877,"score_gpt":0.224281053780655,"score_spread":0.21059876046194212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2396199939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9111115,0.00018827656,0.08460069,0.00005868445,0.000011827634,0.000034771943,0.0002509673,0.00020355821,0.003539647],"genre_scores_gemma":[0.99261296,0.000107643566,0.0055581294,0.00000363781,0.0000016446713,0.000021406937,0.00014402061,0.000008716904,0.0015418677],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998759,0.000015664225,0.000011307769,0.000029641404,0.00005595427,0.000011527496],"domain_scores_gemma":[0.9998566,0.000049518905,0.000037324116,0.00001180553,0.00003960047,0.0000052017726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018660845,0.00047444887,0.0002135053,0.00031863106,0.00015615021,0.00024516368,0.00044153756,0.00048907724,0.0005028076],"category_scores_gemma":[0.00029554658,0.00023511946,0.00051066594,0.00026953002,0.00014667807,0.00041946353,0.0001730486,0.0002890768,0.00013658224],"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":[0.000024786792,0.000050336126,0.0043278285,0.000041349096,0.000015297885,0.000060068785,0.000017734215,0.9650028,0.023094825,0.0001883249,0.000049446826,0.007127188],"study_design_scores_gemma":[0.0000010820117,0.000022309183,0.0017890052,0.0000021614176,0.000004861729,0.000010276058,0.0000040267305,0.9914198,0.006569885,0.000057753157,0.000114741786,0.0000040799664],"about_ca_topic_score_codex":0.015463668,"about_ca_topic_score_gemma":0.017974297,"teacher_disagreement_score":0.015463668,"about_ca_system_score_codex":0.00044845385,"about_ca_system_score_gemma":0.0006075606,"threshold_uncertainty_score":0.030747354},"labels":[],"label_agreement":null},{"id":"W2490988077","doi":"10.1016/j.cemconcomp.2016.08.001","title":"Mechanical properties of ultra-high-performance fiber-reinforced concrete: A review","year":2016,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":949,"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":"Ministry of Land, Infrastructure and Transport","keywords":"Materials science; Curing (chemistry); Silica fume; Fly ash; Aggregate (composite); Composite material; Fiber-reinforced concrete; Strain rate; Fiber; Structural engineering; Engineering","score_opus":0.028316783817453468,"score_gpt":0.24569108014216057,"score_spread":0.2173742963247071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2490988077","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":[0.00065324345,0.9985361,0.00018473569,0.00006580549,0.000092798226,0.0000047214053,0.000026180782,0.0000040089426,0.00043233577],"genre_scores_gemma":[0.0020335105,0.9970055,0.00033032516,0.000060762668,0.00012290034,0.0000047282656,0.00003316153,0.00000119268,0.00040793075],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99973553,0.000019590329,0.000055932225,0.00005883618,0.00011254259,0.000017610198],"domain_scores_gemma":[0.9995024,0.00018628016,0.00014119674,0.000011309712,0.0001313068,0.000027461865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006079392,0.001136968,0.0015453354,0.0026979272,0.00023983292,0.0007935022,0.0008791822,0.00081311434,0.0015202261],"category_scores_gemma":[0.0006629703,0.0005021663,0.0005930089,0.002591741,0.0003968645,0.0013799565,0.00054745114,0.0008084198,0.00068762794],"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":[0.00012129922,0.0002014311,0.0007988879,0.06387489,0.0002575429,0.00031583058,0.00010842801,0.0010944661,0.015957847,0.0017040317,0.009819965,0.9057454],"study_design_scores_gemma":[0.00003894747,0.0004908178,0.0060687503,0.007769496,0.0010886498,0.0026353456,0.00027929392,0.0006704681,0.010789692,0.001778424,0.968275,0.000115143055],"about_ca_topic_score_codex":0.0011027424,"about_ca_topic_score_gemma":0.0024427953,"teacher_disagreement_score":0.0026979272,"about_ca_system_score_codex":0.00030824283,"about_ca_system_score_gemma":0.0009668648,"threshold_uncertainty_score":0.005085647},"labels":[],"label_agreement":null},{"id":"W2511460114","doi":"10.1016/j.cemconcomp.2016.08.004","title":"Experimental investigation of bond stress distribution and bond strength in unconfined UHPFRC lap splices under direct tension","year":2016,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tension (geology); Materials science; Structural engineering; Bond strength; Cracking; Ultimate tensile strength; Composite material; Stress (linguistics); Bond; Engineering; Adhesive","score_opus":0.011538957580219542,"score_gpt":0.21473062857579808,"score_spread":0.20319167099557855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2511460114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982864,0.000045711193,0.0010142077,0.0000054238026,0.000005462345,0.000007275556,0.000054007283,0.000020420064,0.00056111364],"genre_scores_gemma":[0.99856275,0.000037207414,0.00060058257,0.000004392305,0.0000036808967,0.000007350867,0.000049212063,0.0000089875775,0.00072576065],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995745,0.00004531012,0.000017621993,0.00011188681,0.00018013471,0.000070470494],"domain_scores_gemma":[0.99933547,0.00022865567,0.000101904734,0.00007630587,0.00019052913,0.000067225286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045402412,0.00037669644,0.00029265016,0.00024055823,0.0005903465,0.00019431743,0.00039096337,0.00051980704,0.0034880654],"category_scores_gemma":[0.0005608861,0.00035580035,0.00020568063,0.00024101921,0.000801472,0.00042196648,0.0003612853,0.00046740953,0.0003946104],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046906242,0.00012253717,0.0022791445,0.000040248935,0.000006900125,0.0000988443,0.00031033423,0.00050271867,0.9938101,0.00016415138,0.000045493598,0.0021506066],"study_design_scores_gemma":[0.00003277995,0.0016570686,0.023569124,0.0000072152347,0.000030517895,0.0001678856,0.0003341634,0.0036031995,0.9697729,0.00006822656,0.00073898066,0.00001794604],"about_ca_topic_score_codex":0.00093044987,"about_ca_topic_score_gemma":0.0016355898,"teacher_disagreement_score":0.0034880654,"about_ca_system_score_codex":0.00024188573,"about_ca_system_score_gemma":0.00023403582,"threshold_uncertainty_score":0.011668742},"labels":[],"label_agreement":null},{"id":"W2519298785","doi":"10.1007/s00521-016-2602-3","title":"Regression and artificial neural network models for strength properties of engineered cementitious composites","year":2016,"lang":"en","type":"article","venue":"Neural Computing and Applications","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":48,"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; Toronto Metropolitan University","funders":"Division of Electrical, Communications and Cyber Systems; Natural Sciences and Engineering Research Council of Canada","keywords":"Artificial neural network; Regression analysis; Predictive modelling; Ultimate tensile strength; Regression; Linear regression; Compressive strength; Cementitious; Computer science; Machine learning; Materials science; Statistics; Mathematics; Composite material","score_opus":0.02699305874361069,"score_gpt":0.23655545486974472,"score_spread":0.20956239612613403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2519298785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5215147,0.0012228275,0.46992227,0.00056479615,0.00014993495,0.000048108734,0.0003431634,0.0006285603,0.0056055565],"genre_scores_gemma":[0.9790051,0.00024775285,0.015308046,0.00003271309,0.000029193741,0.00004863589,0.00018423899,0.00006882066,0.005075501],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999833,0.00005825608,0.000009716266,0.00003912751,0.000041857125,0.000017948749],"domain_scores_gemma":[0.99897134,0.00067321677,0.000120202116,0.000045195633,0.00016987126,0.000020297033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080836396,0.0006418622,0.00043941778,0.0004975959,0.00021520392,0.00046243207,0.0008875766,0.00094711356,0.0016005558],"category_scores_gemma":[0.0026872952,0.00035149558,0.0005875657,0.00046901984,0.0003779716,0.0008038338,0.00027394333,0.0008417082,0.0002828222],"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":[0.000019965166,0.000019782723,0.00022361045,0.000011962106,0.000008999452,0.000008501257,0.0000051288775,0.9947537,0.0010811652,0.0006809599,0.000066655484,0.003119501],"study_design_scores_gemma":[5.490372e-7,0.0000018720795,0.00004782376,3.4729572e-7,9.904097e-7,6.4770677e-7,4.431812e-7,0.9996517,0.00016906831,0.00011056177,0.000015176077,8.9799454e-7],"about_ca_topic_score_codex":0.008549325,"about_ca_topic_score_gemma":0.0073707607,"teacher_disagreement_score":0.008549325,"about_ca_system_score_codex":0.00077983114,"about_ca_system_score_gemma":0.00046915156,"threshold_uncertainty_score":0.016999125},"labels":[],"label_agreement":null},{"id":"W2519997812","doi":"10.1016/j.cemconcomp.2016.09.005","title":"Predicting the flexural behavior of ultra-high-performance fiber-reinforced concrete","year":2016,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":112,"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":"Ministry of Education, Science and Technology; National Research Foundation of Korea","keywords":"Materials science; Bridging (networking); Fiber; Fiber-reinforced concrete; Flexural strength; Softening; Ultimate tensile strength; Cracking; Composite material; Orientation (vector space); Micromechanics; Structural engineering; Mathematics; Geometry; Computer science","score_opus":0.01080587648833638,"score_gpt":0.20833287260024805,"score_spread":0.19752699611191166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2519997812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99245036,0.000038990165,0.006857578,0.000010353892,0.0000034277639,0.00000698494,0.000051242463,0.00010854031,0.00047252735],"genre_scores_gemma":[0.9977869,0.000019537605,0.0017966945,0.0000014961861,0.0000012209116,0.0000026765406,0.00005637242,0.000006362701,0.00032873795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992204,0.000011171664,0.0000038917283,0.00002166479,0.000025310908,0.000015903519],"domain_scores_gemma":[0.9997204,0.00013820725,0.000045506767,0.000019965117,0.000044630884,0.00003137403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023025674,0.00073294534,0.00020800384,0.0004585196,0.00022450754,0.00028885115,0.00043855616,0.00089328515,0.0006093851],"category_scores_gemma":[0.0005843045,0.00035411146,0.00026333722,0.00025041465,0.00024471042,0.0004644629,0.00020219383,0.0003365749,0.00018073266],"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":[0.00011041903,0.00013846096,0.016533565,0.000025486172,0.00001859187,0.000099258206,0.000018543245,0.9323487,0.03981142,0.00018159935,0.00007766111,0.010636306],"study_design_scores_gemma":[0.0000022772406,0.00003006114,0.0044760075,9.0708494e-7,0.000003407343,0.000008600849,0.000006313506,0.9870206,0.008372373,0.000040921375,0.000034539793,0.000003988788],"about_ca_topic_score_codex":0.010760105,"about_ca_topic_score_gemma":0.016202774,"teacher_disagreement_score":0.010760105,"about_ca_system_score_codex":0.00049338344,"about_ca_system_score_gemma":0.00042265188,"threshold_uncertainty_score":0.021394908},"labels":[],"label_agreement":null},{"id":"W2521244611","doi":"10.4028/www.scientific.net/kem.711.630","title":"Evaluation of Water Permeability in Fibre Reinforced Hydraulic Lime Mortar Intended for Conservation","year":2016,"lang":"en","type":"article","venue":"Key engineering materials","topic":"Innovative concrete reinforcement 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":"Division of Materials Research","keywords":"Mortar; Permeability (electromagnetism); Materials science; Portland cement; Lime mortar; Lime; Composite material; Masonry; Hydraulic conductivity; Cement; Water retention; Geotechnical engineering; Environmental science; Engineering; Structural engineering; Metallurgy; Chemistry; Membrane; Soil science","score_opus":0.02536913907687516,"score_gpt":0.2419464213387993,"score_spread":0.21657728226192413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2521244611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99888724,0.00017843585,0.00057936297,0.000006653397,0.0000036778115,0.0000093196095,0.000032727465,0.0000089088435,0.00029375305],"genre_scores_gemma":[0.9981396,0.00024165011,0.0008530979,0.000006468779,0.000002304856,0.000010025559,0.000040852956,0.0000051802967,0.00070082257],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998497,0.000030012909,0.000009254731,0.000024343795,0.000063835425,0.000022755534],"domain_scores_gemma":[0.99974614,0.00007811033,0.00007887701,0.000012827881,0.000063748266,0.000020297555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002744675,0.0002076044,0.0001323748,0.000258577,0.00016298797,0.00018455565,0.00014396428,0.00023293166,0.0004345035],"category_scores_gemma":[0.0003575285,0.00013361059,0.00016043105,0.00016651412,0.00023503696,0.00031266978,0.00015866208,0.00028098788,0.00008907897],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006061973,0.00002707527,0.0005276985,0.00003246567,0.0000027629444,0.000025913105,0.00004353299,0.00014207968,0.9982932,0.000020863627,0.000006182546,0.0008176527],"study_design_scores_gemma":[0.000002422454,0.0005975877,0.0065461393,0.00000424451,0.000008881095,0.000036440728,0.000060957165,0.0009677677,0.9915165,0.000010319183,0.00024421987,0.000004643455],"about_ca_topic_score_codex":0.0009944784,"about_ca_topic_score_gemma":0.0020757301,"teacher_disagreement_score":0.0009944784,"about_ca_system_score_codex":0.00019790152,"about_ca_system_score_gemma":0.00009662895,"threshold_uncertainty_score":0.0019774437},"labels":[],"label_agreement":null},{"id":"W2540891131","doi":"10.1139/cjce-2015-0384","title":"Experimental and numerical study on flexural behavior of ultra-high-performance fiber-reinforced concrete beams with low reinforcement ratios","year":2016,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":120,"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 British Columbia","funders":"National Research Foundation of Korea; National Research Foundation","keywords":"Reinforcement; Materials science; Cracking; Structural engineering; Composite material; Flexural strength; Ultimate tensile strength; Stiffness; Tension (geology); Softening; Fiber-reinforced concrete; Beam (structure); Spall; Reinforced solid; Reinforced concrete; Engineering","score_opus":0.007913827338806412,"score_gpt":0.20276110172332368,"score_spread":0.19484727438451727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2540891131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99680436,0.00005004284,0.0022641313,0.000010639028,0.0000032688936,0.000008105803,0.00007538566,0.000030677722,0.00075341924],"genre_scores_gemma":[0.9971385,0.000030608942,0.002547031,0.000002371488,9.500424e-7,0.000009059012,0.000037350987,0.0000030850526,0.00023101902],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997588,0.000025009726,0.000012072329,0.0000435536,0.0001238289,0.000036829286],"domain_scores_gemma":[0.99930394,0.00020716306,0.00013988401,0.00011015764,0.00019658673,0.000042370684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004502604,0.00035567422,0.00030002053,0.0003784679,0.0002754251,0.00012786595,0.00049391564,0.00051197235,0.0012543949],"category_scores_gemma":[0.00055682,0.0002056667,0.00021655108,0.00025630635,0.00046705347,0.0002981349,0.00025376366,0.00021495538,0.00011658034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021236784,0.00019594716,0.007594179,0.00014021192,0.00001385038,0.00023520096,0.00016179653,0.05032906,0.93508416,0.00040934034,0.000096289805,0.0055276896],"study_design_scores_gemma":[0.00005260869,0.0018392198,0.041416485,0.000025180809,0.000058170015,0.0002284115,0.00022185236,0.28078255,0.67429394,0.00020746667,0.0008243247,0.00004977111],"about_ca_topic_score_codex":0.0009540888,"about_ca_topic_score_gemma":0.0019037712,"teacher_disagreement_score":0.0012543949,"about_ca_system_score_codex":0.00020493614,"about_ca_system_score_gemma":0.000158122,"threshold_uncertainty_score":0.0041964054},"labels":[],"label_agreement":null},{"id":"W2562201854","doi":"10.3151/jact.14.739","title":"Prediction of Drying Shrinkage Cracks of Steel Chip Reinforced Polymer Cement Mortar","year":2016,"lang":"en","type":"article","venue":"Journal of Advanced Concrete Technology","topic":"Innovative concrete reinforcement 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":"Nexen (Canada)","funders":"","keywords":"Shrinkage; Mortar; Materials science; Cement; Composite material; Polymer","score_opus":0.01103610450909824,"score_gpt":0.22031931564629834,"score_spread":0.2092832111372001,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2562201854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9798815,0.000082687904,0.019283801,0.000009474379,0.000004366312,0.000015238023,0.00009772953,0.00020117867,0.0004240716],"genre_scores_gemma":[0.99532545,0.00004320518,0.0041116844,0.0000018737517,0.0000011172624,0.0000060988677,0.00010958553,0.00002108224,0.00037992757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998982,0.000007670618,0.000004722821,0.000028581326,0.000047615355,0.000013252136],"domain_scores_gemma":[0.9994728,0.0002252763,0.00009464946,0.000042151478,0.00013076818,0.00003433296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021395976,0.0003922564,0.00023355834,0.000493983,0.00011925215,0.00016740739,0.00032653756,0.0005722872,0.0006983066],"category_scores_gemma":[0.00083093776,0.00032063253,0.00027808477,0.00009420695,0.00016787174,0.0003068571,0.00013904416,0.00022557093,0.00022762101],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002730185,0.00013283303,0.03701942,0.00021060125,0.000020023332,0.0003839105,0.00012378613,0.2723568,0.65853024,0.00022748046,0.00018601526,0.030535826],"study_design_scores_gemma":[0.000010328926,0.00022996672,0.029435918,0.000010578498,0.000011675645,0.00011022756,0.00004584572,0.8429217,0.12686953,0.000089859546,0.00024810495,0.000016281325],"about_ca_topic_score_codex":0.0019065946,"about_ca_topic_score_gemma":0.003907413,"teacher_disagreement_score":0.0019065946,"about_ca_system_score_codex":0.00018378072,"about_ca_system_score_gemma":0.00016276682,"threshold_uncertainty_score":0.0037909746},"labels":[],"label_agreement":null},{"id":"W2579365122","doi":"10.1088/1361-665x/aa5a2e","title":"Reinforced cementitous composite with<i>In situ</i>shrinking microfibers","year":2017,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Innovative concrete reinforcement 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 Victoria","funders":"University of Vermont","keywords":"Microfiber; Materials science; Composite material; Bending; Composite number; Cementitious; Cement","score_opus":0.008146001872134502,"score_gpt":0.21437544958432878,"score_spread":0.20622944771219429,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2579365122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98739016,0.00092424644,0.010115131,0.000027633192,0.000032727283,0.000032817356,0.00007901289,0.0001380103,0.0012602417],"genre_scores_gemma":[0.98854685,0.0004955193,0.009535272,0.000028621449,0.000010859188,0.000021788714,0.000085688516,0.000020183039,0.001255115],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999119,0.0000050595045,0.000005283991,0.00002384908,0.000040715626,0.000013214143],"domain_scores_gemma":[0.999846,0.000020754907,0.000077133256,0.000008696322,0.000022832335,0.000024556124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000094964234,0.0003791452,0.0001461165,0.0002790837,0.00011442543,0.00011876475,0.00016328525,0.00019568998,0.0006153255],"category_scores_gemma":[0.00012192774,0.00015284643,0.00028011107,0.00015243527,0.00015771754,0.0002929276,0.00012347508,0.00029120425,0.00013259247],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015575491,0.000007698297,0.00011185707,0.000026815398,0.0000023925575,0.000018074123,0.000006556379,0.0000987074,0.9987943,0.000017179049,0.000005373637,0.00089533714],"study_design_scores_gemma":[0.000002814724,0.00019737631,0.0024053112,0.0000033309907,0.000011952867,0.00009770761,0.00000766503,0.00039514792,0.9957699,0.000007847954,0.001096316,0.000004545861],"about_ca_topic_score_codex":0.0005837874,"about_ca_topic_score_gemma":0.0022525876,"teacher_disagreement_score":0.0006153255,"about_ca_system_score_codex":0.00015702563,"about_ca_system_score_gemma":0.00013800185,"threshold_uncertainty_score":0.002058506},"labels":[],"label_agreement":null},{"id":"W2588903981","doi":"","title":"Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models","year":2014,"lang":"en","type":"dissertation","venue":"TSpace (University of Toronto)","topic":"Innovative concrete reinforcement 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; Government of Ontario","keywords":"Truss; Structural engineering; Reinforced concrete; Materials science; Engineering; Composite material","score_opus":0.012395847700819914,"score_gpt":0.22401928853657097,"score_spread":0.21162344083575105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588903981","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":[0.22782826,0.0001993707,0.7638978,0.000040306284,0.000008934476,0.0001134791,0.00021394147,0.00064389146,0.0070540924],"genre_scores_gemma":[0.82343894,0.00036663667,0.1683035,0.000011816771,0.000007840081,0.00012692781,0.00044011508,0.00013878399,0.007165496],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999808,0.000030386806,0.000007441964,0.000026382193,0.000109507164,0.000018322504],"domain_scores_gemma":[0.9997248,0.000091731315,0.00005093322,0.000039467293,0.00008320129,0.000009961571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025689692,0.0006502957,0.0003703702,0.00066814054,0.00018261126,0.00036756136,0.0008368981,0.0005256209,0.0019169389],"category_scores_gemma":[0.0005261287,0.00045932955,0.00070459663,0.0003122304,0.00024833664,0.00059049623,0.00028636525,0.00033550538,0.00063811225],"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":[0.000012147521,0.000031642754,0.001335302,0.000060793474,0.000019547257,0.000068644986,0.000065932814,0.9499852,0.025408462,0.0023777387,0.00018732494,0.020447185],"study_design_scores_gemma":[0.0000014672487,0.000023894776,0.0009891277,0.0000060026014,0.000003886163,0.000022515178,0.000018509321,0.9947285,0.0030459464,0.00050854153,0.00064730213,0.000004266837],"about_ca_topic_score_codex":0.0048724134,"about_ca_topic_score_gemma":0.008174913,"teacher_disagreement_score":0.0048724134,"about_ca_system_score_codex":0.00042030987,"about_ca_system_score_gemma":0.0005039229,"threshold_uncertainty_score":0.009688079},"labels":[],"label_agreement":null},{"id":"W2593849241","doi":"","title":"A study of the effect of polymeric powder on calcium species in white cement via 43 Ca MAS NMR spectroscopy","year":2010,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Dalhousie University","funders":"","keywords":"Cement; Materials science; Composite material; Toughness; Polymer; Cementitious; Composite number","score_opus":0.00925531692353454,"score_gpt":0.24125504972825748,"score_spread":0.23199973280472294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593849241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99721956,0.0007199144,0.0011631972,0.00003744876,0.000013988162,0.000011845632,0.000063252875,0.00002085415,0.0007499036],"genre_scores_gemma":[0.9971818,0.0004339463,0.00142518,0.000017759645,0.0000084402045,0.00000592181,0.000046726527,0.000010142647,0.0008701218],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998273,0.000025587091,0.000008263802,0.000048604463,0.00006399101,0.00002630068],"domain_scores_gemma":[0.9997383,0.00011145803,0.000065642686,0.000019816505,0.000041282205,0.000023479779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020082084,0.00025402388,0.00019399235,0.00012450285,0.0001583228,0.00020842174,0.00022535231,0.00029719074,0.0010490622],"category_scores_gemma":[0.00032631351,0.00014513351,0.00013393651,0.00015762192,0.00036108782,0.00025165136,0.00011406113,0.0003688232,0.00017402053],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000068196285,0.000013637628,0.00008431402,0.000025153602,0.0000023328919,0.000019987889,0.0000133279655,0.000037150938,0.9992269,0.000023227478,0.000007277405,0.0004782996],"study_design_scores_gemma":[0.000004988282,0.00020272515,0.0014715572,0.0000018396315,0.000007765943,0.00002959714,0.00001095161,0.0005301793,0.9972799,0.000008397884,0.00044908433,0.0000030415122],"about_ca_topic_score_codex":0.0008420055,"about_ca_topic_score_gemma":0.0012689976,"teacher_disagreement_score":0.0010490622,"about_ca_system_score_codex":0.0001554422,"about_ca_system_score_gemma":0.00013847084,"threshold_uncertainty_score":0.0035095215},"labels":[],"label_agreement":null},{"id":"W2599112254","doi":"","title":"Flexural performance of reinforced concrete beams repaired with fiber-reinforced SCC","year":2007,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke","funders":"","keywords":"Flexural strength; Materials science; Composite material; Structural engineering; Reinforced concrete; Fiber-reinforced concrete; Fiber; Engineering","score_opus":0.01198714504302363,"score_gpt":0.21202153150321448,"score_spread":0.20003438646019087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2599112254","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99882597,0.00006390412,0.00053885154,0.0000067399556,0.000008290279,0.000003474975,0.000101556754,0.000046270034,0.00040497587],"genre_scores_gemma":[0.99783593,0.000039726117,0.0002208932,0.0000051968773,0.0000015865945,0.0000023488005,0.00013782864,0.000008715026,0.0017477317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960583,0.000054781078,0.00003375711,0.0000635508,0.00013406212,0.0001080616],"domain_scores_gemma":[0.9988882,0.00026782943,0.00015551034,0.00016003307,0.0003849828,0.00014342756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000585032,0.0005725373,0.00037215115,0.0007394782,0.00032677175,0.00019719028,0.0006771607,0.0010145815,0.004554014],"category_scores_gemma":[0.001036734,0.00026722843,0.00044262334,0.00030586813,0.00043141883,0.0003467896,0.00031766715,0.0003248859,0.0009028272],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033886263,0.00019445005,0.011728433,0.00012409697,0.00007474266,0.00057517295,0.0003825381,0.026538806,0.9434754,0.00013237282,0.00029705538,0.013088255],"study_design_scores_gemma":[0.000041108593,0.0044042133,0.061858628,0.000042785323,0.00015376306,0.00043530753,0.00076572486,0.020169461,0.9108798,0.000069583664,0.0011418673,0.000037728547],"about_ca_topic_score_codex":0.004017072,"about_ca_topic_score_gemma":0.0041841445,"teacher_disagreement_score":0.004554014,"about_ca_system_score_codex":0.00021994878,"about_ca_system_score_gemma":0.00023422846,"threshold_uncertainty_score":0.015234649},"labels":[],"label_agreement":null},{"id":"W2600789930","doi":"10.1617/s11527-017-1025-7","title":"Durability performance of polymeric scrap tire fibers and its reinforced cement mortar","year":2017,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Composite material; Polyethylene terephthalate; Durability; Curing (chemistry); Scanning electron microscope; Shrinkage; Crumb rubber; Mortar; Cement; Natural rubber; Microstructure; Polyethylene; Energy-dispersive X-ray spectroscopy","score_opus":0.011756816269634327,"score_gpt":0.22272757566634108,"score_spread":0.21097075939670676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2600789930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890053,0.00037901997,0.00025320248,0.00000497015,0.000008302141,0.0000019022639,0.000042524414,0.000011792837,0.00039772654],"genre_scores_gemma":[0.99800724,0.00010918303,0.000163933,0.0000031187585,0.0000018850119,0.000001354229,0.000062996245,0.0000046534424,0.0016457274],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998191,0.00001801892,0.000014933394,0.00004045146,0.000069977636,0.000037571634],"domain_scores_gemma":[0.99972194,0.00005707673,0.000058543268,0.0000229829,0.000093229915,0.00004627154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027243292,0.00026340326,0.00018367788,0.00037847264,0.00020289408,0.00017624533,0.0002552964,0.00035045028,0.001524684],"category_scores_gemma":[0.00030669916,0.00012957632,0.0002390492,0.00018025971,0.00016507757,0.00031961774,0.00014884684,0.00028537723,0.00030665152],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010103831,0.0001060139,0.0035039766,0.00011098744,0.000020793612,0.00011227891,0.00012083854,0.0016905466,0.9840515,0.00013025601,0.00009032315,0.009052102],"study_design_scores_gemma":[0.0000067394817,0.0009997052,0.011280801,0.0000070667834,0.00003706153,0.00009635709,0.00008009032,0.0028872858,0.9836579,0.000023167378,0.00091237115,0.000011575976],"about_ca_topic_score_codex":0.0011360834,"about_ca_topic_score_gemma":0.002154602,"teacher_disagreement_score":0.001524684,"about_ca_system_score_codex":0.00019384276,"about_ca_system_score_gemma":0.00015337377,"threshold_uncertainty_score":0.005100608},"labels":[],"label_agreement":null},{"id":"W2601268808","doi":"10.1680/jmacr.16.00433","title":"Properties of self-consolidating rubberised concrete reinforced with synthetic fibres","year":2017,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Flexural strength; Ultimate tensile strength; Materials science; Composite material; Crumb rubber; Reinforcement; Natural rubber","score_opus":0.04716167195671299,"score_gpt":0.29320494403588043,"score_spread":0.24604327207916743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2601268808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99605453,0.0007300878,0.0022004144,0.000011215287,0.00000785034,0.000023021845,0.000088454144,0.000029663937,0.00085476186],"genre_scores_gemma":[0.99660444,0.0003011758,0.0021604095,0.000006338406,0.00000211564,0.000013936883,0.00010426866,0.000016399155,0.00079088204],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99942064,0.00006375997,0.000047679656,0.000067750814,0.00035664858,0.00004355797],"domain_scores_gemma":[0.9993986,0.00009820255,0.00023356592,0.00003818317,0.00016122882,0.00007033685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056749175,0.00044388842,0.00026022142,0.00048384516,0.00013855762,0.0002800283,0.00027846417,0.00039578963,0.0006817504],"category_scores_gemma":[0.0005261109,0.00026149032,0.00035566097,0.0002779255,0.00026785518,0.00035273543,0.00026454817,0.00038411812,0.00027998185],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052588948,0.000017081471,0.0006215535,0.00009377426,0.00000879636,0.00004705823,0.000026592741,0.0018084514,0.99568534,0.00003351433,0.000011957106,0.0015933674],"study_design_scores_gemma":[0.0000048849943,0.00057062047,0.009940961,0.000013822026,0.00003063893,0.00018563235,0.000034667508,0.0035475788,0.9846881,0.000018279177,0.0009493179,0.000015510584],"about_ca_topic_score_codex":0.0006480137,"about_ca_topic_score_gemma":0.002759224,"teacher_disagreement_score":0.0006817504,"about_ca_system_score_codex":0.00023824439,"about_ca_system_score_gemma":0.00023580148,"threshold_uncertainty_score":0.003001213},"labels":[],"label_agreement":null},{"id":"W2605962554","doi":"10.5006/c2013-02174","title":"Compatibility between Concrete Coating, Mainline Coating, and CP System","year":2013,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Natural Resources Canada","funders":"","keywords":"Coating; Compatibility (geochemistry); Materials science; Corrosion; Composite material","score_opus":0.014264725711146235,"score_gpt":0.21868974176588138,"score_spread":0.20442501605473515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605962554","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99626106,0.0011421529,0.0010891714,0.000023864197,0.000027952114,0.000026596957,0.00012287675,0.000022061535,0.0012842193],"genre_scores_gemma":[0.99669254,0.00041060528,0.0010497012,0.000022068712,0.000006943129,0.000010116597,0.00014405203,0.000009563617,0.0016544821],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993241,0.00006196959,0.000048785252,0.0001295627,0.00035128059,0.000084235486],"domain_scores_gemma":[0.99874204,0.00019557755,0.00032584835,0.00007649283,0.0005551787,0.000104918094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028883628,0.0003508247,0.00025910983,0.00035682044,0.00023720901,0.00033044495,0.00021113857,0.00043453003,0.0014486326],"category_scores_gemma":[0.00089845405,0.00019089195,0.00025651293,0.00024444808,0.00024207262,0.0003009665,0.0002690476,0.0004166035,0.00023822917],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016924558,0.000025310626,0.005808346,0.000096826625,0.000027705759,0.0001867283,0.00009083459,0.00012770381,0.99065465,0.000033908727,0.000057898545,0.0027208675],"study_design_scores_gemma":[0.000005001179,0.001129598,0.06847991,0.000024081213,0.0000769934,0.0005802585,0.00022392569,0.00076663395,0.9267608,0.000023332257,0.0019144149,0.000014981454],"about_ca_topic_score_codex":0.0016058191,"about_ca_topic_score_gemma":0.0026860482,"teacher_disagreement_score":0.0016058191,"about_ca_system_score_codex":0.00020796993,"about_ca_system_score_gemma":0.000197715,"threshold_uncertainty_score":0.0048461556},"labels":[],"label_agreement":null},{"id":"W2608344020","doi":"10.1680/jmacr.16.00525","title":"Structural behaviour of reinforced concrete beams containing crumb rubber and steel fibres","year":2017,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Research and Development Corporation of Newfoundland and Labrador","keywords":"Materials science; Cracking; Crumb rubber; Shear (geology); Brittleness; Composite material; Structural engineering; Flexural strength; Composite number; Natural rubber; Engineering","score_opus":0.05153835407360069,"score_gpt":0.330579917438304,"score_spread":0.2790415633647033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2608344020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99826425,0.00010176541,0.0013993352,0.0000033218903,0.0000016323486,0.000008584372,0.00004354946,0.000011852899,0.0001656594],"genre_scores_gemma":[0.997246,0.00009707115,0.0022367516,0.0000045991883,0.0000010532582,0.000011299613,0.000057824804,0.000005901759,0.00033951623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995988,0.00005795161,0.000023570816,0.000067500456,0.00021336038,0.00003874244],"domain_scores_gemma":[0.9995845,0.0001487894,0.000109378736,0.0000358006,0.00009724534,0.00002427848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005338353,0.00036782076,0.00023069933,0.0002618643,0.0001176961,0.0001064911,0.00027677126,0.00036107493,0.0007422988],"category_scores_gemma":[0.0004676424,0.00023571089,0.0002610728,0.0001250603,0.0003122319,0.000253336,0.0001810747,0.00021194336,0.00018512212],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007547673,0.000020649308,0.0011086481,0.00004208202,0.0000050450367,0.000020512934,0.00003952034,0.0015299569,0.9957896,0.000015042733,0.0000043324517,0.0013492298],"study_design_scores_gemma":[0.0000072118846,0.0009667582,0.012498218,0.000007720895,0.000014330211,0.00005817612,0.00003525694,0.0039850003,0.98217416,0.000011511937,0.00023226174,0.000009487992],"about_ca_topic_score_codex":0.00070873974,"about_ca_topic_score_gemma":0.0026833685,"teacher_disagreement_score":0.0007422988,"about_ca_system_score_codex":0.00017765211,"about_ca_system_score_gemma":0.00015333049,"threshold_uncertainty_score":0.0028232336},"labels":[],"label_agreement":null},{"id":"W2609064078","doi":"10.1039/c7ra02156a","title":"Basalt fiber reinforced porous expanded polystyrene-ceramsite concrete wrapped with a brass strip","year":2017,"lang":"en","type":"article","venue":"RSC Advances","topic":"Innovative concrete reinforcement 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; Air Canada","funders":"National Natural Science Foundation of China","keywords":"Brass; Polystyrene; Basalt fiber; Materials science; Porosity; Composite material; Fiber; Expanded polystyrene; Basalt; Polymer; Metallurgy; Geology; Copper; Geochemistry","score_opus":0.01251231321642841,"score_gpt":0.24715416637649648,"score_spread":0.23464185316006808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2609064078","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991991,0.00007237431,0.00041436462,0.0000023204989,0.0000028773288,0.000004189972,0.000025171907,0.000010360484,0.00026934565],"genre_scores_gemma":[0.9987822,0.00008310231,0.00064669095,0.0000025320505,0.000001154076,0.000002770555,0.000038629987,0.000003705956,0.00043912683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998517,0.000012257021,0.000006603691,0.000021193448,0.00008265426,0.000025667292],"domain_scores_gemma":[0.999798,0.000036867496,0.000070767455,0.000015194142,0.000043715143,0.00003545529],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001231003,0.00028734704,0.00018754994,0.00018590891,0.000117137955,0.00011761284,0.00014495496,0.0001882431,0.00085642317],"category_scores_gemma":[0.00017134691,0.00007867791,0.00017380761,0.00013874882,0.00017739821,0.00013782262,0.00014976697,0.00017460708,0.00021302867],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016665694,0.00003666477,0.000971574,0.00004846248,0.000005538573,0.00008576318,0.000017695938,0.0009491476,0.99592423,0.00002281275,0.000010184614,0.0017612632],"study_design_scores_gemma":[0.000003446639,0.0008662227,0.008987684,0.000004922311,0.0000121599005,0.00008821743,0.000049328395,0.001515023,0.9880903,0.000008619651,0.00036933165,0.0000048760467],"about_ca_topic_score_codex":0.00084350794,"about_ca_topic_score_gemma":0.0019433117,"teacher_disagreement_score":0.00085642317,"about_ca_system_score_codex":0.00010941215,"about_ca_system_score_gemma":0.00014713334,"threshold_uncertainty_score":0.0028650165},"labels":[],"label_agreement":null},{"id":"W2611359722","doi":"10.1680/jmacr.16.00447","title":"Potential for using recycled glass sand in engineered cementitious composites","year":2017,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":45,"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 material; Curing (chemistry); Calcium silicate hydrate; Compressive strength; Flexural strength; Scanning electron microscope; Cement; Alkali–silica reaction; Composite number; Sodium silicate; Calcium silicate; Cementitious; Aluminium; Glass fiber","score_opus":0.05840774875241783,"score_gpt":0.3480521789876215,"score_spread":0.28964443023520364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611359722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9883624,0.0013682821,0.0088674445,0.000034499386,0.000022528187,0.000034935456,0.00006961282,0.00010792296,0.001132539],"genre_scores_gemma":[0.9907515,0.00044804194,0.0077929413,0.000013118883,0.0000032804403,0.000011570155,0.000044384295,0.000016579726,0.00091846753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987614,0.000018968258,0.000008037995,0.000024766301,0.000052446216,0.000019696105],"domain_scores_gemma":[0.99984646,0.000033778055,0.000045671295,0.000016135114,0.00003703685,0.000020891224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001970976,0.00031917833,0.0001552782,0.0003592392,0.00014461616,0.00036457652,0.0001716635,0.00029059855,0.0004134235],"category_scores_gemma":[0.00018557259,0.000110492896,0.00024646867,0.00014861526,0.00026115397,0.00025521682,0.00017505435,0.00022369645,0.00014507512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029927493,0.000010264595,0.00041796753,0.000053917545,0.000004156806,0.00005443872,0.000018549541,0.000300498,0.99619436,0.000075451404,0.0000073602037,0.0028331163],"study_design_scores_gemma":[0.0000013247635,0.00018057517,0.0012606226,0.0000052686337,0.000011295617,0.00008888148,0.000028559236,0.00052755343,0.99681735,0.000021674858,0.0010531193,0.0000038248763],"about_ca_topic_score_codex":0.00064082275,"about_ca_topic_score_gemma":0.002842999,"teacher_disagreement_score":0.00064082275,"about_ca_system_score_codex":0.00019901057,"about_ca_system_score_gemma":0.0002151362,"threshold_uncertainty_score":0.0014438629},"labels":[],"label_agreement":null},{"id":"W2621848187","doi":"10.1007/978-3-319-59471-2_19","title":"Bond Strength of Steel FRC Repairs to Concrete Substrate: Investigation on Adhesion Strength, Friction, and Bond Enhancing Mechanisms","year":2017,"lang":"en","type":"book-chapter","venue":"","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"","keywords":"Materials science; Composite material; Mortar; Bond strength; Cohesion (chemistry); Durability; Structural engineering; Substrate (aquarium); Fiber-reinforced concrete; Reinforced concrete; Adhesive; Engineering; Geology; Chemistry","score_opus":0.021442804711088892,"score_gpt":0.22210962119434588,"score_spread":0.200666816483257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2621848187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89218414,0.0317986,0.034803778,0.00014782079,0.00017181346,0.000078922596,0.00043064353,0.0003419567,0.040042315],"genre_scores_gemma":[0.94733727,0.006393867,0.0074983216,0.00004395329,0.000034471013,0.000036715068,0.00029507055,0.000110700224,0.03824959],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969494,0.000016126225,0.0000068635936,0.00005571621,0.00020287276,0.000023527895],"domain_scores_gemma":[0.99982685,0.0000494194,0.000033249315,0.00001558639,0.00006103628,0.000013911851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031464756,0.0004488223,0.00049447455,0.00062648335,0.00025654497,0.00038839882,0.00097357156,0.00058098475,0.0037088844],"category_scores_gemma":[0.00040353002,0.00035251523,0.0003689957,0.00048653892,0.000291347,0.00043279628,0.00029362412,0.0005511304,0.0011485016],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001403461,0.00008994528,0.0011199216,0.00027523254,0.000025322177,0.00017818475,0.00015046963,0.0038231246,0.92989254,0.0019449397,0.0007153723,0.061644655],"study_design_scores_gemma":[0.000010786884,0.0007778095,0.02442197,0.00006947816,0.00008426748,0.0007262936,0.00022307408,0.012005797,0.9425612,0.0011276756,0.017942995,0.000048623617],"about_ca_topic_score_codex":0.0010958429,"about_ca_topic_score_gemma":0.001691945,"teacher_disagreement_score":0.0037088844,"about_ca_system_score_codex":0.00041601516,"about_ca_system_score_gemma":0.00028006113,"threshold_uncertainty_score":0.012407482},"labels":[],"label_agreement":null},{"id":"W2740813659","doi":"","title":"Structure Behavior of Thin Sections Casting with Self-Compacting Concrete under Flexure","year":2017,"lang":"en","type":"article","venue":"Nova Journal of Engineering and Applied Sciences","topic":"Innovative concrete reinforcement 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":"Precast concrete; Structural engineering; Welding; Cracking; Materials science; Casting; Deflection (physics); Finite element method; Steel bar; Engineering; Composite material","score_opus":0.027789977374008228,"score_gpt":0.2592838960943737,"score_spread":0.23149391872036545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740813659","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998757,0.00004880893,0.00074693863,0.0000027799044,0.000001993417,0.000003349344,0.000025080322,0.000026605956,0.00038747082],"genre_scores_gemma":[0.9977787,0.000043774846,0.0011309542,0.0000017147961,5.86529e-7,0.00000207392,0.0000614635,0.000007768509,0.0009729562],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976295,0.000013322099,0.000009289181,0.000032812157,0.0001402747,0.0000413989],"domain_scores_gemma":[0.9995035,0.00007188737,0.00014794484,0.00005609454,0.00015536768,0.000065129534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022643308,0.00021698614,0.00020837583,0.00033911518,0.0001505156,0.00017230734,0.0002675517,0.00021534062,0.00086855015],"category_scores_gemma":[0.00043485904,0.00024017777,0.00025832345,0.00015577604,0.0002342966,0.00013419679,0.00016597341,0.00022485909,0.00018713088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014476702,0.000049770173,0.0059349444,0.000044928795,0.000009534726,0.00014763708,0.0001809688,0.011208396,0.976982,0.0001693588,0.000034661218,0.0050930376],"study_design_scores_gemma":[0.000010414245,0.0014344245,0.03640462,0.000019394976,0.000030630013,0.00013755335,0.00012812261,0.049303867,0.9118484,0.00005013126,0.0006176945,0.0000146548755],"about_ca_topic_score_codex":0.0031774805,"about_ca_topic_score_gemma":0.0071974294,"teacher_disagreement_score":0.0031774805,"about_ca_system_score_codex":0.00021305325,"about_ca_system_score_gemma":0.00022136024,"threshold_uncertainty_score":0.006317973},"labels":[],"label_agreement":null},{"id":"W2754025611","doi":"10.5267/j.esm.2017.8.001","title":"Evaluation of interfacial bond strength between Portland cement concrete and asphalt concrete layers using bi-material SCB test specimen","year":2017,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":100,"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":"Portland cement; Materials science; Composite material; Asphalt; Asphalt concrete; Bond strength; Cement; Polymer concrete; Bond; Structural engineering; Layer (electronics); Engineering; Adhesive","score_opus":0.03895399473390394,"score_gpt":0.2850341264288545,"score_spread":0.24608013169495058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2754025611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962733,0.00006287162,0.0028959638,0.000006495172,0.0000035633805,0.00001329445,0.000093228184,0.000030554602,0.0006207819],"genre_scores_gemma":[0.9968418,0.000033969824,0.002230272,0.0000028138465,7.516744e-7,0.000009827914,0.00009286518,0.0000062079594,0.00078160584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977976,0.000017132716,0.000013969985,0.00003521854,0.00013389277,0.000020152302],"domain_scores_gemma":[0.9996389,0.000056508194,0.000062546125,0.000040460454,0.00014807782,0.000053402502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024231321,0.0003654771,0.00013011853,0.0004942458,0.00017987478,0.000100684134,0.0003055021,0.00037796836,0.0018034978],"category_scores_gemma":[0.00034205924,0.00017744389,0.00013540324,0.00019498133,0.0002495378,0.00018040468,0.00026309933,0.00020415155,0.00026751112],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009859621,0.00003161749,0.0056306086,0.000046238532,0.0000064032806,0.00012384959,0.0000978881,0.0012188622,0.9896533,0.00010900105,0.000038192895,0.0029455319],"study_design_scores_gemma":[0.000007180565,0.00077484496,0.05067875,0.00001113299,0.000022712102,0.00029184547,0.00024092376,0.009187991,0.93783313,0.000057251757,0.0008789166,0.000015399068],"about_ca_topic_score_codex":0.0008331807,"about_ca_topic_score_gemma":0.0025999746,"teacher_disagreement_score":0.0018034978,"about_ca_system_score_codex":0.00011071713,"about_ca_system_score_gemma":0.00013403285,"threshold_uncertainty_score":0.0060332417},"labels":[],"label_agreement":null},{"id":"W2761137856","doi":"10.36443/10259/4610","title":"Addition of new polymerbased and mineral-based fillers in mortar: influences of polyurethane and afwillite on the microstructure and final properties","year":2017,"lang":"en","type":"dissertation","venue":"","topic":"Innovative concrete reinforcement 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":"Cegep de Matane","funders":"","keywords":"Mortar; Microstructure; Polyurethane; Mineral; Materials science; Polymer; Composite material; Filler (materials); Polymer science; Metallurgy","score_opus":0.023063893338982695,"score_gpt":0.2345564603839441,"score_spread":0.2114925670449614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2761137856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99861574,0.00039582868,0.0004537902,0.000008544263,0.000006791355,0.000009354024,0.000027554903,0.000019100287,0.0004633074],"genre_scores_gemma":[0.99752325,0.0003113265,0.00081780076,0.000010855715,0.000004146167,0.000008182196,0.00004008638,0.000011272967,0.0012731433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989414,0.000013665606,0.000008123635,0.00002627719,0.00003307763,0.000024708404],"domain_scores_gemma":[0.99982506,0.000057124114,0.000045884015,0.000010874884,0.000029902863,0.00003117295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015652752,0.0002457635,0.0001558912,0.00018213462,0.000139357,0.00026843447,0.00016634574,0.00025190916,0.0011650982],"category_scores_gemma":[0.0002845638,0.00014685917,0.00017961119,0.000109659995,0.0001907124,0.00030722594,0.0000990398,0.00029605985,0.00023035382],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016109915,0.00003951743,0.00015291157,0.0000377288,0.0000030309711,0.000021202608,0.000020072406,0.00016857257,0.99816257,0.000024321916,0.000007507251,0.0012015252],"study_design_scores_gemma":[0.0000052093037,0.0005865019,0.0022222095,0.000003217198,0.000010487877,0.000026375474,0.000021252592,0.000639413,0.9960801,0.000011358997,0.00038819347,0.0000056765884],"about_ca_topic_score_codex":0.0011748066,"about_ca_topic_score_gemma":0.002730176,"teacher_disagreement_score":0.0011748066,"about_ca_system_score_codex":0.0001687594,"about_ca_system_score_gemma":0.0001369871,"threshold_uncertainty_score":0.0038976073},"labels":[],"label_agreement":null},{"id":"W2765978075","doi":"10.1680/jmacr.17.00090","title":"Correlating the permeability of mortar under compression with connected porosity and tortuosity","year":2017,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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 British Columbia; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Centre for Transportation Engineering and Planning; Cement Association of Canada","keywords":"Tortuosity; Porosity; Materials science; Mortar; Composite material; Permeability (electromagnetism); Compressive strength; Compression (physics); Geotechnical engineering; Geology","score_opus":0.05705589907183516,"score_gpt":0.3256647917712762,"score_spread":0.26860889269944105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765978075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959485,0.00031096904,0.0031878357,0.000007179127,0.0000024403166,0.0000073006504,0.000055793782,0.000023465554,0.0004565033],"genre_scores_gemma":[0.9990513,0.00014751534,0.00056774257,0.0000024662763,0.000002265672,0.0000030145547,0.000052666575,0.0000053499807,0.00016768671],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997769,0.000025617686,0.000012879257,0.000042102343,0.00011538447,0.000027118067],"domain_scores_gemma":[0.99898356,0.0004385461,0.00034334473,0.00004665288,0.00014343619,0.000044530883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031680128,0.00026747386,0.00021332542,0.000687591,0.00012581037,0.00024076588,0.00018297519,0.00022517188,0.0006524477],"category_scores_gemma":[0.001251607,0.00021801576,0.00016230327,0.00038940817,0.0004940065,0.00056748197,0.00023763414,0.00022127014,0.00015654006],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001888946,0.000022774837,0.014107692,0.00007585208,0.000025471045,0.00014201947,0.000099070625,0.0030007574,0.9773834,0.00010482072,0.00001589926,0.0048333984],"study_design_scores_gemma":[0.0000045011225,0.00034577784,0.12485954,0.000007973596,0.0000432696,0.00047919684,0.000121083,0.011604309,0.8619694,0.00014424382,0.00039410815,0.000026539268],"about_ca_topic_score_codex":0.0008728976,"about_ca_topic_score_gemma":0.0016058397,"teacher_disagreement_score":0.0008728976,"about_ca_system_score_codex":0.00018002337,"about_ca_system_score_gemma":0.00011757013,"threshold_uncertainty_score":0.002182722},"labels":[],"label_agreement":null},{"id":"W2766476920","doi":"10.1016/j.nucengdes.2017.09.019","title":"Feasibility of using ultra-high performance fiber reinforced concrete for radioactive waste containers: Drop test simulation","year":2017,"lang":"en","type":"article","venue":"Nuclear Engineering and Design","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Drop test; Finite element method; Container (type theory); Structural engineering; Drop (telecommunication); Materials science; Reinforcement; Radioactive waste; Composite material; Engineering; Waste management; Mechanical engineering","score_opus":0.03923017024520065,"score_gpt":0.2559662537404551,"score_spread":0.21673608349525447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766476920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9794901,0.00005077336,0.013340572,0.00008282388,0.000025806206,0.00008282894,0.00030205076,0.00014711812,0.0064779427],"genre_scores_gemma":[0.9948567,0.000035230165,0.003260998,0.000011990393,0.000002293392,0.000037422218,0.0001322342,0.000018788309,0.0016443783],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998385,0.000030432568,0.0000065435524,0.000022324091,0.000054531974,0.000047579015],"domain_scores_gemma":[0.9993993,0.00032156747,0.000049634236,0.00004275492,0.00014109709,0.00004568301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037492588,0.000414295,0.00041823534,0.0003131241,0.000381914,0.0005319075,0.0011964325,0.000952876,0.003057135],"category_scores_gemma":[0.0008259912,0.00025345682,0.00048759885,0.0002024336,0.00042119552,0.0006213694,0.00037035835,0.00045262295,0.0002842086],"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":[0.00045924916,0.00050632155,0.0052944897,0.00012011966,0.000025445283,0.00034496136,0.00007752195,0.9393354,0.045154173,0.0011511671,0.0005383102,0.006992757],"study_design_scores_gemma":[0.00005472166,0.0003768305,0.0010013689,0.0000072582516,0.000016433305,0.000018091849,0.000045987803,0.96963507,0.028397843,0.00013292856,0.00030242617,0.000011061919],"about_ca_topic_score_codex":0.007597887,"about_ca_topic_score_gemma":0.006804805,"teacher_disagreement_score":0.007597887,"about_ca_system_score_codex":0.00068759883,"about_ca_system_score_gemma":0.00074502296,"threshold_uncertainty_score":0.015107334},"labels":[],"label_agreement":null},{"id":"W2767904152","doi":"10.1680/jmacr.17.00033","title":"Exploring the synergy of ECCs and SMAs in creating resilient civil infrastructure","year":2017,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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":"Western University","funders":"","keywords":"Retrofitting; Civil infrastructure; Work (physics); Homeland security; Catastrophic failure; Computer science; Smart material; Constructability; Dynamic loading; Explosive material; Engineering; Forensic engineering; Construction engineering; Structural engineering; Materials science; Mechanical engineering","score_opus":0.08754623182952789,"score_gpt":0.31973940795761335,"score_spread":0.23219317612808546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767904152","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9184213,0.0123306,0.018993473,0.0003896465,0.000096282114,0.000035414432,0.000045072844,0.00010334519,0.04958485],"genre_scores_gemma":[0.9786092,0.0039777746,0.013351008,0.00004542577,0.000017202918,0.000010335613,0.000021883832,0.000015852771,0.0039513987],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998839,0.000021587613,0.0000051201973,0.000015921549,0.000051561376,0.000021827922],"domain_scores_gemma":[0.9999106,0.000027730994,0.000019763635,0.000010375982,0.0000176947,0.000013863878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029892244,0.00022786441,0.000114053626,0.000425551,0.00021231631,0.00046758822,0.00020477442,0.00032584654,0.0015202479],"category_scores_gemma":[0.00018863154,0.00012777757,0.00018134859,0.00024276022,0.00029577347,0.0006567082,0.00037022895,0.00022115246,0.00041325425],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014148436,0.00012830323,0.0022224265,0.0004589548,0.000022446618,0.00039291728,0.00020382823,0.008013494,0.8954552,0.013287374,0.0003890217,0.079284646],"study_design_scores_gemma":[0.000031579966,0.002372782,0.009414431,0.0001568889,0.00013100161,0.0014871157,0.0007609865,0.029625848,0.87580216,0.007620377,0.07255087,0.00004598058],"about_ca_topic_score_codex":0.00016348934,"about_ca_topic_score_gemma":0.0009970298,"teacher_disagreement_score":0.0015202479,"about_ca_system_score_codex":0.00011959619,"about_ca_system_score_gemma":0.00020463116,"threshold_uncertainty_score":0.0050857067},"labels":[],"label_agreement":null},{"id":"W2771717429","doi":"10.1016/j.conbuildmat.2017.12.077","title":"The combined effect of crumb rubber and synthetic fibers on impact resistance of self-consolidating concrete","year":2017,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":153,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Impact resistance; Composite material; Ultimate tensile strength; Crumb rubber; Ductility (Earth science); Izod impact strength test; Flexural strength; Natural rubber","score_opus":0.005274621997113519,"score_gpt":0.2420809372983247,"score_spread":0.23680631530121118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2771717429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988662,0.000353429,0.0002038289,0.000005712942,0.0000061907804,0.000003178312,0.000015843938,0.000011937242,0.0005336812],"genre_scores_gemma":[0.9993094,0.00014562787,0.00014817461,0.000004806703,0.0000033170381,0.0000017196065,0.000017839035,0.0000058380897,0.00036325367],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998287,0.000027531205,0.000011765336,0.000031765347,0.00004573394,0.000054370255],"domain_scores_gemma":[0.9996474,0.00014352535,0.00007852893,0.000028372671,0.00004551082,0.000056668305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002493963,0.00038666063,0.00024658337,0.00030759114,0.00016324305,0.00021614575,0.00025856122,0.00027667312,0.0019719303],"category_scores_gemma":[0.0004077416,0.0002084118,0.00031648335,0.0002040307,0.00033949886,0.0003339607,0.00021313898,0.00035771157,0.00016274354],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012971002,0.00007279213,0.00061421207,0.00010189735,0.000020649233,0.000093423456,0.00006556182,0.0016350732,0.9915822,0.00008037699,0.00003358193,0.0044030654],"study_design_scores_gemma":[0.000014245148,0.0005533831,0.0037808826,0.0000050280946,0.000040409297,0.000032897515,0.00002811666,0.0020388805,0.9932231,0.000013188561,0.00026157108,0.000008513113],"about_ca_topic_score_codex":0.0010714077,"about_ca_topic_score_gemma":0.0018709048,"teacher_disagreement_score":0.0019719303,"about_ca_system_score_codex":0.00015100333,"about_ca_system_score_gemma":0.00017680161,"threshold_uncertainty_score":0.006596744},"labels":[],"label_agreement":null},{"id":"W2774218974","doi":"10.1016/j.conbuildmat.2017.12.067","title":"Use of recycled glass powder to improve the performance properties of high volume fly ash-engineered cementitious composites","year":2017,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":104,"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":"Portlandite; Materials science; Fly ash; Portland cement; Composite material; Glass recycling; Flexural strength; Curing (chemistry); Cementitious; Compressive strength; Cement; Ductility (Earth science)","score_opus":0.017622352353430824,"score_gpt":0.207306049155603,"score_spread":0.18968369680217217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2774218974","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979361,0.00041507528,0.0012026934,0.00001269779,0.000007101354,0.000009763068,0.00004406643,0.000039344566,0.0003330694],"genre_scores_gemma":[0.99752456,0.0002229503,0.0016828561,0.000008764416,0.0000022747793,0.0000059123204,0.0000531701,0.000010529965,0.00048902363],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991846,0.00000865715,0.000007922019,0.0000194745,0.000027586611,0.000017980454],"domain_scores_gemma":[0.9999292,0.0000117316495,0.000027794524,0.000007662368,0.000012764642,0.00001091951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011784557,0.00030445855,0.00017178878,0.0002695876,0.000099257544,0.00018246958,0.00014485119,0.0001978321,0.00047887117],"category_scores_gemma":[0.00009554948,0.00012110124,0.00024644024,0.0001433275,0.00015159961,0.0002071759,0.00010994952,0.00026548104,0.000106205014],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029012115,0.000013352708,0.00016768913,0.000023089702,0.000003906556,0.000022628168,0.0000064530386,0.000101961785,0.9985618,0.000016167674,0.0000044898798,0.0010493484],"study_design_scores_gemma":[0.0000020859954,0.00014316413,0.0011879101,0.0000016158818,0.000010253266,0.000026041931,0.000005797644,0.00026426278,0.9981029,0.000004043823,0.00024989634,0.000001939687],"about_ca_topic_score_codex":0.0008204745,"about_ca_topic_score_gemma":0.0026060208,"teacher_disagreement_score":0.0008204745,"about_ca_system_score_codex":0.00016364249,"about_ca_system_score_gemma":0.00016593211,"threshold_uncertainty_score":0.0016313791},"labels":[],"label_agreement":null},{"id":"W2776399039","doi":"10.5267/j.esm.2017.10.002","title":"Factors influencing stresses and movements in continuously reinforced concrete pavements – A review","year":2017,"lang":"en","type":"review","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural engineering; Stress (linguistics); Forensic engineering; Engineering; Materials science; Geotechnical engineering","score_opus":0.05922962594232096,"score_gpt":0.31615970706658364,"score_spread":0.2569300811242627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2776399039","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":[0.0006068566,0.9987392,0.00008903467,0.00008048669,0.000060019596,0.000004072479,0.000025263229,0.0000031350908,0.00039200706],"genre_scores_gemma":[0.0020102018,0.9975599,0.00014478712,0.00003298446,0.00006218113,0.0000038636676,0.000023827404,8.6715454e-7,0.00016135603],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99967253,0.00004687998,0.00007065534,0.00007429869,0.000114871356,0.000020793066],"domain_scores_gemma":[0.9993661,0.00034454442,0.00014390716,0.00000832876,0.00012109257,0.000016042182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005600207,0.0009957326,0.0013354956,0.0029856833,0.00025655158,0.001148028,0.0008017008,0.00094718125,0.0023645104],"category_scores_gemma":[0.0009498766,0.00041585855,0.0009007149,0.0026871853,0.0004337764,0.0011238535,0.000421465,0.00055848126,0.0006278322],"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":[0.00008267719,0.00016328749,0.002641033,0.10167311,0.00039449928,0.00047682069,0.0002886521,0.0010770954,0.00335555,0.0022221492,0.008522326,0.87910277],"study_design_scores_gemma":[0.000023713608,0.00061229983,0.025808457,0.04215986,0.0021464506,0.0063002435,0.0011512045,0.00064172206,0.0059765466,0.0030704583,0.91193587,0.00017316494],"about_ca_topic_score_codex":0.002812931,"about_ca_topic_score_gemma":0.0039101797,"teacher_disagreement_score":0.0029856833,"about_ca_system_score_codex":0.0003897584,"about_ca_system_score_gemma":0.0015688138,"threshold_uncertainty_score":0.007910073},"labels":[],"label_agreement":null},{"id":"W2779770638","doi":"10.5539/mas.v12n1p122","title":"Analysis in Large Deformation of a Rigid Plastic Prestressed Beam in Ultra-High Performance Fiber-Reinforced Concrete","year":2017,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovative concrete reinforcement 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":"Structural engineering; Beam (structure); Materials science; Ductility (Earth science); Work (physics); Deformation (meteorology); Prestressed concrete; Span (engineering); Differentiable function; Reinforced concrete; Lagrange multiplier; Composite material; Creep; Mathematics; Engineering; Mechanical engineering; Mathematical analysis","score_opus":0.009437474469085948,"score_gpt":0.2241138040624434,"score_spread":0.21467632959335747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2779770638","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6344628,0.0006574935,0.35063556,0.00038889758,0.00003908893,0.00005663855,0.00006570945,0.00011135017,0.013582478],"genre_scores_gemma":[0.9898481,0.00020455272,0.0047173845,0.000020226305,0.0000065810705,0.000022954559,0.000019083445,0.000018972843,0.005142168],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999175,0.00002542622,0.0000028998563,0.000014540186,0.00002670547,0.000012943291],"domain_scores_gemma":[0.9999075,0.00003090634,0.00002804506,0.000009247626,0.000016819085,0.0000074979175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018932455,0.00035903874,0.0003096177,0.00035666753,0.00026931425,0.00035183702,0.00046294654,0.0008316744,0.00097327615],"category_scores_gemma":[0.00032666835,0.00022715163,0.00053325476,0.00023695517,0.0007073197,0.00043504732,0.00027017092,0.00033956522,0.00014968132],"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":[0.00003228371,0.000043950542,0.0011656125,0.00005696525,0.00001750691,0.00036182065,0.00009468497,0.96387255,0.020928765,0.009467207,0.00013341992,0.003825245],"study_design_scores_gemma":[0.0000019442589,0.000020831485,0.00045197998,0.0000032960356,0.000002402229,0.000027179669,0.000018768294,0.9980405,0.00068024715,0.00063913607,0.00011039294,0.0000032219498],"about_ca_topic_score_codex":0.0035691506,"about_ca_topic_score_gemma":0.002925516,"teacher_disagreement_score":0.0035691506,"about_ca_system_score_codex":0.0004454345,"about_ca_system_score_gemma":0.00041801174,"threshold_uncertainty_score":0.0070967674},"labels":[],"label_agreement":null},{"id":"W2781413529","doi":"","title":"Efforts et acquis de recherche sur les BFUP depuis 2002 en vue de l'actualisation des recommandations de l'AFGC","year":2009,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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 Laval","funders":"","keywords":"Humanities; Political science; Art; Philosophy","score_opus":0.0676608262843849,"score_gpt":0.2949959806768566,"score_spread":0.2273351543924717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2781413529","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":[0.39754736,0.07328977,0.2030177,0.040447414,0.0032503353,0.0024098577,0.0029371728,0.0016399828,0.27546048],"genre_scores_gemma":[0.6151537,0.037923235,0.2282212,0.0050149993,0.0007001473,0.0014917855,0.0035694556,0.0008159512,0.10710952],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.96829736,0.008392886,0.0016719908,0.0025091907,0.017660787,0.0014677845],"domain_scores_gemma":[0.9407432,0.019901741,0.003556342,0.0045412905,0.029736035,0.0015214449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.039253067,0.0010002885,0.0007938112,0.0034254165,0.0028761837,0.0051971655,0.0027777124,0.004412484,0.007885312],"category_scores_gemma":[0.042802148,0.0005238576,0.00079471106,0.0028947447,0.0026570836,0.0052494854,0.0028802948,0.0043606157,0.0022298542],"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":[0.00095062994,0.0008375665,0.016708596,0.004404961,0.00012414434,0.0015545974,0.019287022,0.012803677,0.11886961,0.067596994,0.024221022,0.73264116],"study_design_scores_gemma":[0.000047422327,0.001512198,0.017715417,0.002727875,0.00012158166,0.00081022223,0.009683108,0.0031240587,0.09707319,0.00898086,0.8579946,0.00020942699],"about_ca_topic_score_codex":0.029355537,"about_ca_topic_score_gemma":0.036622737,"teacher_disagreement_score":0.039253067,"about_ca_system_score_codex":0.0070174155,"about_ca_system_score_gemma":0.013522961,"threshold_uncertainty_score":0.20759255},"labels":[],"label_agreement":null},{"id":"W2786354892","doi":"10.1155/2018/2134873","title":"Mechanical Properties and Durability of Latex‐Modified Fiber‐Reinforced Concrete: A Tunnel Liner Application","year":2018,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Innovative concrete reinforcement 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":"Contech (Canada)","funders":"","keywords":"Materials science; Composite material; Durability; Fiber-reinforced concrete; Flexural strength; Compressive strength; Fiber; Ground granulated blast-furnace slag; Cement","score_opus":0.012574002027993574,"score_gpt":0.22679748117075138,"score_spread":0.2142234791427578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2786354892","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99882036,0.00025711692,0.00068249094,0.0000058185897,0.0000031119844,0.0000070804626,0.000040220584,0.000016500482,0.00016723326],"genre_scores_gemma":[0.9979462,0.00016327674,0.0011105019,0.0000061802493,0.000001519244,0.000004559656,0.00005968045,0.000008463285,0.00069962913],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971765,0.000037513906,0.000024590232,0.00004696031,0.00014473364,0.000028586333],"domain_scores_gemma":[0.99962807,0.00006872825,0.00011386425,0.000033664437,0.00010954395,0.0000461318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004149869,0.00041012303,0.00024127279,0.00034798533,0.00016664069,0.00016922122,0.00021033062,0.0003996209,0.00093187875],"category_scores_gemma":[0.0004443039,0.00016976375,0.00031299813,0.00017180432,0.00014158526,0.00030351203,0.000173144,0.00023813017,0.00021040365],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000951651,0.00004287697,0.001435551,0.000060099897,0.000009105975,0.00006856747,0.000031795527,0.00044874108,0.99531615,0.000009841832,0.000009466892,0.0024725406],"study_design_scores_gemma":[0.000009658804,0.0031863144,0.02924181,0.000015914835,0.00006135789,0.0004379048,0.00009137992,0.002523572,0.9634633,0.000012443567,0.0009310043,0.000025423058],"about_ca_topic_score_codex":0.00081400276,"about_ca_topic_score_gemma":0.0023342706,"teacher_disagreement_score":0.00093187875,"about_ca_system_score_codex":0.00018900837,"about_ca_system_score_gemma":0.00016322796,"threshold_uncertainty_score":0.0031175017},"labels":[],"label_agreement":null},{"id":"W2788295226","doi":"","title":"An Investigation into the Effect of Mixing Time and Pulp Density on the Mechanical Propreties of Sodium Silicate Fortified Cementd Hydrulic Back Fill, Gelfill","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Innovative concrete reinforcement 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":"Concordia University; Université du Québec en Abitibi-Témiscamingue; McGill University","funders":"","keywords":"Mixing (physics); Sodium silicate; Silicate; Sodium; Chemistry; Mineralogy; Environmental science; Metallurgy; Geotechnical engineering; Geology; Materials science; Engineering; Chemical engineering; Physics","score_opus":0.018274069363968498,"score_gpt":0.2406962635903456,"score_spread":0.2224221942263771,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788295226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989237,0.00038897715,0.00029460405,0.000013334116,0.0000075045114,0.000006688701,0.00006673661,0.000010465278,0.00028792836],"genre_scores_gemma":[0.9978144,0.00030467726,0.00055889046,0.000012035426,0.0000061815726,0.0000075842,0.00007880017,0.000009399014,0.0012080821],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977404,0.00004167053,0.000026849793,0.000045931407,0.000075368924,0.000036266327],"domain_scores_gemma":[0.99945074,0.00027822334,0.000105775245,0.000029010622,0.0000878482,0.0000483583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004007381,0.0002700939,0.00028790647,0.00022394996,0.00021548026,0.0002825837,0.0002445159,0.00028169437,0.00207818],"category_scores_gemma":[0.0007197713,0.00025198533,0.0003524682,0.0002450805,0.00023718391,0.00044127504,0.00016852512,0.0003586279,0.00022877482],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002440438,0.00016389287,0.0013343324,0.00014405473,0.000018574496,0.000074593976,0.00012146309,0.0005041297,0.98897725,0.000057765683,0.000036520403,0.0061269198],"study_design_scores_gemma":[0.00003178597,0.0040911622,0.01845286,0.000009868468,0.00008469909,0.00005636168,0.0001623742,0.0014998261,0.97480166,0.000019276944,0.00076893833,0.000021068938],"about_ca_topic_score_codex":0.00090759725,"about_ca_topic_score_gemma":0.0017309331,"teacher_disagreement_score":0.00207818,"about_ca_system_score_codex":0.00016693889,"about_ca_system_score_gemma":0.00018601299,"threshold_uncertainty_score":0.0069521666},"labels":[],"label_agreement":null},{"id":"W2790142369","doi":"10.5267/j.esm.2018.1.003","title":"Investigation of intrinsic de-bonding in bonded concrete overlays: Material characterisation and numerical Study","year":2018,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Overlay; Materials science; Composite material; Structural engineering; Computer science; Engineering","score_opus":0.012857880476136271,"score_gpt":0.2253237239459695,"score_spread":0.21246584346983322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2790142369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960031,0.0000620578,0.0035510208,0.0000038737994,0.0000018385366,0.0000066604944,0.000030538482,0.00003045957,0.00031048115],"genre_scores_gemma":[0.99645174,0.000051030576,0.0031955445,0.0000016636558,6.371514e-7,0.000006075982,0.00003446394,0.000006742466,0.000252056],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986506,0.000009881006,0.000005717651,0.000027822047,0.00007453828,0.000017036253],"domain_scores_gemma":[0.9998275,0.0000483147,0.000047711623,0.000027881082,0.00003354225,0.000015106165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021314083,0.00022231968,0.00025766963,0.00028541914,0.00018294134,0.00022255383,0.00030689104,0.0003300753,0.00088074175],"category_scores_gemma":[0.000486676,0.00022510726,0.00014154018,0.00020311435,0.0003816736,0.0002443416,0.00026718818,0.00029490987,0.00014096545],"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":[0.00006851505,0.000041803403,0.0043006265,0.00008547695,0.000009151996,0.00016732862,0.00013034661,0.023003327,0.9674787,0.00019987233,0.000019191319,0.0044957106],"study_design_scores_gemma":[0.000011105661,0.00063224585,0.049867466,0.000016117334,0.00003592714,0.00041254883,0.0002859327,0.28004226,0.6674299,0.00015137203,0.0010892833,0.000025645499],"about_ca_topic_score_codex":0.0008007006,"about_ca_topic_score_gemma":0.0016901458,"teacher_disagreement_score":0.00088074175,"about_ca_system_score_codex":0.00017466588,"about_ca_system_score_gemma":0.00017610723,"threshold_uncertainty_score":0.0029463768},"labels":[],"label_agreement":null},{"id":"W2791439796","doi":"10.1016/j.cemconcomp.2018.03.019","title":"Probabilistic numerical model of cracking in ultra-high performance fibre reinforced concrete (UHPFRC) beams subjected to shear loading","year":2018,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal; CIMA+ (Canada)","funders":"","keywords":"Cracking; Materials science; Brittleness; Structural engineering; Beam (structure); Ultimate tensile strength; Shear (geology); Flexural strength; Reinforced concrete; Bending; Composite material; Fiber-reinforced concrete; Softening; Deflection (physics); Engineering","score_opus":0.01371295784751321,"score_gpt":0.21888540197327913,"score_spread":0.2051724441257659,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791439796","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7314419,0.0006004801,0.24120449,0.0009612613,0.00013983414,0.0001280959,0.00034620328,0.00033339576,0.024844272],"genre_scores_gemma":[0.9920598,0.00011865814,0.0032680028,0.000032810327,0.000015935246,0.000039856335,0.000057306814,0.000031419877,0.0043761814],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965763,0.00009990008,0.000015469883,0.000054379256,0.000097870994,0.00007478468],"domain_scores_gemma":[0.99880946,0.00062434486,0.00022893886,0.000052068295,0.00019608025,0.00008902777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086084526,0.00063239754,0.0008547483,0.0008073093,0.00095420517,0.0012218888,0.001827101,0.0032445537,0.0025042195],"category_scores_gemma":[0.002241814,0.001138315,0.0007746506,0.0005816821,0.0024763178,0.0009308604,0.0009978324,0.0010445671,0.00021177084],"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":[0.000012068401,0.000011340911,0.00028285198,0.000009462177,0.000004980447,0.000037992602,0.000015436044,0.997062,0.00052809116,0.0016882464,0.000037785343,0.0003096822],"study_design_scores_gemma":[0.0000018980533,0.0000040360105,0.00014673566,0.0000012530909,0.0000019146498,0.0000039607294,0.000004903935,0.9995528,0.00006223231,0.00019663549,0.000021375023,0.000002270295],"about_ca_topic_score_codex":0.025678711,"about_ca_topic_score_gemma":0.01670006,"teacher_disagreement_score":0.025678711,"about_ca_system_score_codex":0.0014003143,"about_ca_system_score_gemma":0.0012702565,"threshold_uncertainty_score":0.05105853},"labels":[],"label_agreement":null},{"id":"W2794590612","doi":"10.14796/jwmm.c450","title":"Permeable Pavers Designed for Rapid Renewal by Considering Sweeper Mechanics: Initial Field Tests","year":2018,"lang":"en","type":"article","venue":"Journal of Water Management Modeling","topic":"Innovative concrete reinforcement 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":"Interlocking; Engineering; Forensic engineering; Geotechnical engineering; Civil engineering; Mechanical engineering","score_opus":0.025642036330713627,"score_gpt":0.25015654420514827,"score_spread":0.22451450787443464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794590612","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99115926,0.000109307555,0.0072020763,0.000014566531,0.000008132299,0.000058765236,0.00014197845,0.00015167531,0.001154236],"genre_scores_gemma":[0.9954137,0.000109238805,0.0031688907,0.0000044893486,0.0000027273509,0.000029178018,0.00011484521,0.000017970397,0.001138897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997037,0.0000603288,0.0000131301495,0.000050426843,0.00013267194,0.00003974646],"domain_scores_gemma":[0.9993754,0.00021697482,0.00005360648,0.00012660328,0.00015250166,0.00007499336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000575413,0.000407059,0.00033169167,0.0004374374,0.00027081204,0.0002274726,0.00062972406,0.0005026919,0.001915322],"category_scores_gemma":[0.0013159823,0.00018990184,0.00019146324,0.0003183047,0.0004043533,0.00048671706,0.0002845334,0.0003388355,0.00026226908],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014148817,0.0009438766,0.011383925,0.000651757,0.000050382925,0.0006292022,0.00077804946,0.13528751,0.7562242,0.0015628412,0.00097004144,0.090103276],"study_design_scores_gemma":[0.000248374,0.011322716,0.055196937,0.00012501256,0.00013693198,0.0004413921,0.00079898885,0.086363,0.832464,0.00085367134,0.011963217,0.0000857577],"about_ca_topic_score_codex":0.0011563017,"about_ca_topic_score_gemma":0.0028265212,"teacher_disagreement_score":0.001915322,"about_ca_system_score_codex":0.00022502786,"about_ca_system_score_gemma":0.0003769477,"threshold_uncertainty_score":0.0064074397},"labels":[],"label_agreement":null},{"id":"W2795999582","doi":"10.1002/suco.201700078","title":"Size effect of ultra‐high performance fiber reinforced concrete composite beams in shear","year":2018,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Ductility (Earth science); Structural engineering; Stiffening; Fiber-reinforced concrete; Tension (geology); Composite material; Composite number; Shear (geology); Fiber; Finite element method; Reinforced concrete; Stiffness; Compression (physics); Engineering; Creep","score_opus":0.005145062324968508,"score_gpt":0.22027226287680257,"score_spread":0.21512720055183407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795999582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.968113,0.00019148608,0.029062048,0.000021218746,0.000012146879,0.000019272906,0.0000305917,0.00014783724,0.0024024795],"genre_scores_gemma":[0.9971322,0.0000657719,0.002120933,0.0000074617055,0.0000023104706,0.0000061090823,0.000015647605,0.000011856981,0.0006378295],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998037,0.000036396403,0.000007884977,0.000030574512,0.00009802954,0.000023442608],"domain_scores_gemma":[0.9992895,0.0002992742,0.00023453432,0.00006268009,0.00007535101,0.000038587368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037138368,0.00035020398,0.00018606514,0.00026953517,0.00012526523,0.00017481732,0.0003156156,0.00039846505,0.0012253567],"category_scores_gemma":[0.00072568766,0.00027739868,0.00035651782,0.00005929974,0.00041003723,0.00042251995,0.00024697723,0.0001703332,0.00021526731],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028162744,0.00008129215,0.006816357,0.00007889587,0.00003038854,0.00025183818,0.00013549073,0.14616205,0.8352273,0.0006797603,0.00005557438,0.010199361],"study_design_scores_gemma":[0.000030258012,0.0010073455,0.04341727,0.000021641652,0.000095563235,0.00038506626,0.00012623133,0.30087262,0.65276587,0.000283262,0.00095970754,0.000035120833],"about_ca_topic_score_codex":0.0006801446,"about_ca_topic_score_gemma":0.0016141137,"teacher_disagreement_score":0.0012253567,"about_ca_system_score_codex":0.00020541056,"about_ca_system_score_gemma":0.00018559312,"threshold_uncertainty_score":0.0040991902},"labels":[],"label_agreement":null},{"id":"W2798202516","doi":"10.1177/0361198118755665","title":"First Application of UHPC Bridge Deck Overlay in North America","year":2018,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"LafargeHolcim (Canada)","funders":"","keywords":"Overlay; Bridge deck; Durability; Deck; Cracking; Slumping; Engineering; Structural engineering; Bridge (graph theory); Computer science; Civil engineering; Geology; Materials science; Composite material","score_opus":0.0558254112422943,"score_gpt":0.34737540169978237,"score_spread":0.2915499904574881,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2798202516","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99444276,0.000103870785,0.0023012361,0.000057808666,0.000014124331,0.00018006976,0.00007257756,0.00006630179,0.0027612671],"genre_scores_gemma":[0.98574245,0.00021215617,0.011152531,0.00004206812,0.0000064274354,0.00008518555,0.00018033128,0.000014110945,0.002564715],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993038,0.00010775289,0.000028697556,0.00014699505,0.0003152984,0.000097339005],"domain_scores_gemma":[0.9992803,0.00005126604,0.00005597611,0.000079036436,0.00043544942,0.00009808966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075909344,0.00033568023,0.00033380344,0.000383389,0.0009676813,0.00039255375,0.00044133476,0.000617426,0.0008621694],"category_scores_gemma":[0.0006457963,0.000262805,0.00022056155,0.0003516439,0.0005162526,0.00044952217,0.00075846724,0.00043709937,0.00016632464],"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":[0.00058270374,0.0010811761,0.031178609,0.00029026286,0.000049826245,0.0015703589,0.0021944707,0.0022343514,0.89102167,0.00047830728,0.0011590524,0.06815928],"study_design_scores_gemma":[0.00014459789,0.022495177,0.33077264,0.00007925124,0.00014861037,0.0012648609,0.0059329756,0.0056846375,0.6002732,0.00031767046,0.032823645,0.00006266527],"about_ca_topic_score_codex":0.013440237,"about_ca_topic_score_gemma":0.06564934,"teacher_disagreement_score":0.98655975,"about_ca_system_score_codex":0.0009819574,"about_ca_system_score_gemma":0.0011713688,"threshold_uncertainty_score":0.02672404},"labels":[],"label_agreement":null},{"id":"W2799497007","doi":"10.1166/asl.2018.11549","title":"Effects of High Volume Ceramic Binders on Flexural Strength of Self-Compacting Geopolymer Concrete","year":2018,"lang":"en","type":"article","venue":"Advanced Science Letters","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":23,"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","funders":"","keywords":"Geopolymer; Flexural strength; Materials science; Ceramic; Geopolymer cement; Composite material; Volume (thermodynamics); Compressive strength","score_opus":0.004900404111917364,"score_gpt":0.2222672279525533,"score_spread":0.21736682384063594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799497007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911565,0.0003170531,0.00013556633,0.0000069138327,0.000009154974,0.0000030564477,0.000037519032,0.000018937968,0.00035609852],"genre_scores_gemma":[0.9993419,0.00010227195,0.00009602678,0.0000040625855,0.0000031389936,0.000001671853,0.000023331659,0.000009454383,0.00041810167],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994709,0.00006554564,0.000046367826,0.00007439515,0.00016987097,0.00017298233],"domain_scores_gemma":[0.99897003,0.00036607802,0.00023478491,0.000059472397,0.00017846085,0.00019104777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040556045,0.00051208725,0.0005706156,0.00050816935,0.0003761965,0.000534392,0.00050563604,0.00040588767,0.002559076],"category_scores_gemma":[0.0010712459,0.00033282186,0.0003300127,0.0004168009,0.00059947587,0.0005639233,0.00038964473,0.00053590414,0.0003357553],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004419358,0.0001843942,0.00094298925,0.00014532878,0.000033618875,0.00017974073,0.00011703283,0.0017336304,0.98827785,0.00009590049,0.000046545254,0.0038235707],"study_design_scores_gemma":[0.000020522375,0.0005995139,0.0021561957,0.0000051100224,0.000046815898,0.000030817966,0.000054525455,0.0012544432,0.99557364,0.000016548041,0.00023123284,0.000010586989],"about_ca_topic_score_codex":0.003551532,"about_ca_topic_score_gemma":0.004790027,"teacher_disagreement_score":0.003551532,"about_ca_system_score_codex":0.00042259047,"about_ca_system_score_gemma":0.00049927155,"threshold_uncertainty_score":0.0085609555},"labels":[],"label_agreement":null},{"id":"W2801086090","doi":"10.1177/0021998318774833","title":"A comparative study of the thermophysical and mechanical properties of the glass fiber reinforced polymer bars with different cure ratios","year":2018,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Innovative concrete reinforcement 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; Ministry of Transportation of Ontario","funders":"","keywords":"Materials science; Composite material; Glass fiber; Glass transition; Polymer; Ultimate tensile strength; Microstructure; Fibre-reinforced plastic; Fiber","score_opus":0.01583895280178292,"score_gpt":0.22416274938997424,"score_spread":0.20832379658819133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801086090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961643,0.0005686236,0.0024717415,0.000010651195,0.00001634655,0.000017439188,0.00010366334,0.000063695305,0.00058353995],"genre_scores_gemma":[0.9958325,0.00033095156,0.0025093977,0.000010893165,0.0000071123086,0.00002238285,0.000186824,0.000038394657,0.0010615366],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960476,0.000052892618,0.000031111347,0.000066025226,0.00019794209,0.000047316604],"domain_scores_gemma":[0.9989575,0.0002904251,0.00023820692,0.00010126547,0.000320167,0.000092444505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000500091,0.00058286753,0.00031848042,0.0007523316,0.00016075521,0.0001951102,0.00020608226,0.0004435509,0.001521174],"category_scores_gemma":[0.0009912419,0.00029164602,0.00041840522,0.00033119493,0.0002604895,0.00043748537,0.00013686072,0.0004632635,0.00036821736],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014335712,0.000038398666,0.0009430109,0.000037162754,0.000011770241,0.000023609651,0.00004307055,0.0003111406,0.9953241,0.000032555257,0.000013303716,0.0030785834],"study_design_scores_gemma":[0.00000919488,0.0023343898,0.026568439,0.0000078174335,0.00006327192,0.00012680085,0.00006807315,0.0013566971,0.9686373,0.000028143362,0.00078085106,0.000018977107],"about_ca_topic_score_codex":0.00023921131,"about_ca_topic_score_gemma":0.0005833488,"teacher_disagreement_score":0.001521174,"about_ca_system_score_codex":0.00010916307,"about_ca_system_score_gemma":0.00011794754,"threshold_uncertainty_score":0.005088806},"labels":[],"label_agreement":null},{"id":"W2803067071","doi":"10.1520/jte20170369","title":"Evaluation of Synthetic Fiber Reinforced Concrete Pipe Performance Using Three-Edge Bearing Test","year":2018,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement 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":"Shared Services Canada","funders":"","keywords":"Materials science; Synthetic fiber; Ductility (Earth science); Cracking; Stiffness; Structural engineering; Fiber-reinforced concrete; Fiber; Bearing (navigation); Ultimate load; Reinforced concrete; Composite material; Finite element method; Engineering; Creep; Computer science","score_opus":0.09396749983853551,"score_gpt":0.30920797037777936,"score_spread":0.21524047053924383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803067071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934744,0.00012740304,0.00563295,0.000009526766,0.000010077549,0.000024934707,0.00012581973,0.000089366345,0.0005056135],"genre_scores_gemma":[0.99675226,0.0000740075,0.0022824055,0.000006449428,0.0000020058337,0.000017306093,0.000118437245,0.000013683041,0.00073349365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992698,0.00011407784,0.000077364326,0.00008668261,0.00039178767,0.00006029951],"domain_scores_gemma":[0.99825674,0.00036337404,0.0003750661,0.00009764943,0.0007523069,0.00015486652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084295793,0.0005677966,0.00022724045,0.000544968,0.00017689385,0.00013909109,0.00033207738,0.0004735109,0.0012107828],"category_scores_gemma":[0.0008177318,0.00014321439,0.00028897237,0.00032057476,0.00027589448,0.0003910828,0.0002744887,0.00022316046,0.00029843693],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027175262,0.000099472534,0.003490859,0.00007835751,0.000012257234,0.0000871953,0.00013159357,0.0011997957,0.99094385,0.000043069533,0.000038657865,0.0036031823],"study_design_scores_gemma":[0.00001169945,0.002917753,0.026190626,0.000009626221,0.000027792672,0.0001142857,0.0000932754,0.0052232547,0.96493715,0.00003628341,0.00041586265,0.00002229914],"about_ca_topic_score_codex":0.00056416367,"about_ca_topic_score_gemma":0.0010329112,"teacher_disagreement_score":0.0012107828,"about_ca_system_score_codex":0.00013076993,"about_ca_system_score_gemma":0.00013752303,"threshold_uncertainty_score":0.00445807},"labels":[],"label_agreement":null},{"id":"W2806049532","doi":"10.5267/j.esm.2018.5.001","title":"Finite element analysis of the flexural behaviour of steel-reinforced GEM-TECH cementitious material","year":2018,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement 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":"Flexural strength; Materials science; Cementitious; Finite element method; Composite material; Structural engineering; Cement; Engineering","score_opus":0.008765053091906488,"score_gpt":0.2222601029970111,"score_spread":0.21349504990510462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806049532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85998636,0.0001697215,0.13534176,0.000052271098,0.000012392702,0.000032741907,0.00013393248,0.00022658073,0.004044288],"genre_scores_gemma":[0.9696898,0.00006246807,0.028380811,0.000007163505,0.0000015941331,0.000020569198,0.00008044623,0.000016412116,0.0017407129],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999298,0.000012802296,0.0000035493304,0.000008354879,0.00003773837,0.0000076736715],"domain_scores_gemma":[0.99982125,0.00009665733,0.000017924503,0.00002216042,0.000035388417,0.000006685262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021894254,0.00022453452,0.00018255223,0.00028439754,0.00013670707,0.00015067283,0.00038777138,0.00045282664,0.0010985332],"category_scores_gemma":[0.0004720753,0.00015417245,0.00019730971,0.00015546354,0.000238256,0.00021641608,0.0001281655,0.0001376243,0.0001893325],"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":[0.00017105171,0.00011736989,0.004811119,0.00018415759,0.000030424146,0.0002202317,0.0001711751,0.59666413,0.36608076,0.002843417,0.00021521724,0.028490927],"study_design_scores_gemma":[0.000005926538,0.00009330625,0.0028840704,0.000006978475,0.000007382867,0.000059212536,0.000026854854,0.96281075,0.033151906,0.00020138454,0.0007454953,0.0000068079894],"about_ca_topic_score_codex":0.0009837052,"about_ca_topic_score_gemma":0.0020262,"teacher_disagreement_score":0.0010985332,"about_ca_system_score_codex":0.00019354248,"about_ca_system_score_gemma":0.00018241409,"threshold_uncertainty_score":0.003674984},"labels":[],"label_agreement":null},{"id":"W2808161558","doi":"10.20481/kscdp.2018.5.2.51","title":"Shear Capacity of Reinforced Lightweight Concrete Beams: Concrete Recipes and Experimental Results","year":2018,"lang":"en","type":"article","venue":"Korea Society of Coastal Disaster Prevention","topic":"Innovative concrete reinforcement 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; Aggregate (composite); Reinforced concrete; Shear (geology); Structural engineering; Materials science; Shear strength (soil); Beam (structure); Porosity; Geotechnical engineering; Composite material; Environmental science; Engineering","score_opus":0.018797687405612412,"score_gpt":0.24739672445767105,"score_spread":0.22859903705205864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808161558","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921761,0.0004106304,0.0026364916,0.000026618747,0.0000134614,0.000092783266,0.0017993771,0.0001294956,0.0027149827],"genre_scores_gemma":[0.9919476,0.000324076,0.0042551085,0.000013138117,0.0000040710547,0.00009650808,0.0011557144,0.000030491181,0.0021733537],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895597,0.00011900649,0.0001421317,0.00016843695,0.00052580587,0.0000886143],"domain_scores_gemma":[0.9984895,0.00040109523,0.0002447273,0.0001788279,0.00057691924,0.00010892818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014758328,0.00081907504,0.00042266276,0.00123034,0.00051829853,0.00015088603,0.000580817,0.0005069253,0.0034500298],"category_scores_gemma":[0.0014070555,0.00037262755,0.0004421791,0.001521011,0.0004278834,0.00047481697,0.00027589765,0.0005464653,0.000882225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00068098266,0.00053134083,0.014296481,0.00040114232,0.0000323559,0.00018516157,0.0008217972,0.012130003,0.94986355,0.00031656283,0.00044194597,0.020298624],"study_design_scores_gemma":[0.000025673906,0.0015371591,0.03270523,0.000021782576,0.00004004007,0.000063540865,0.0002397218,0.0052151256,0.9585999,0.0000830674,0.0014182029,0.000050611772],"about_ca_topic_score_codex":0.0050402298,"about_ca_topic_score_gemma":0.011380798,"teacher_disagreement_score":0.0050402298,"about_ca_system_score_codex":0.00048693005,"about_ca_system_score_gemma":0.0005192272,"threshold_uncertainty_score":0.011541545},"labels":[],"label_agreement":null},{"id":"W2889042594","doi":"10.3390/fib6030063","title":"Effects of Pitch-Based Short Carbon Fibers on the Workability, Unit Weight, and Air Content of Mortar Composite","year":2018,"lang":"en","type":"article","venue":"Fibers","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Windsor; George Brown College","funders":"","keywords":"Mortar; Composite material; Materials science; Composite number; Slump; Volume (thermodynamics); Fiber; Cement","score_opus":0.01972494946372766,"score_gpt":0.21653061288058684,"score_spread":0.19680566341685918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889042594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990878,0.00032908935,0.00031574536,0.0000041779103,0.0000049853866,0.0000057380403,0.00004136128,0.000010233379,0.00020087305],"genre_scores_gemma":[0.9984055,0.00028559286,0.0008061588,0.00001040249,0.0000046632845,0.00000870595,0.00007813901,0.000012416773,0.00038849833],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975747,0.000030789095,0.00002301179,0.000054979337,0.00009505033,0.0000386384],"domain_scores_gemma":[0.99914277,0.00028461567,0.00028256563,0.000042982872,0.00014961648,0.00009755154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002851988,0.0004759571,0.00022011157,0.00048017086,0.0001516476,0.0002579105,0.00013254277,0.00021312802,0.00071508426],"category_scores_gemma":[0.0005971316,0.00016975727,0.00026691295,0.00027596683,0.00022036102,0.00032796303,0.00015881966,0.00036358868,0.00009511495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023699907,0.000035878755,0.0009405408,0.000058891983,0.000010915147,0.00004033868,0.000037657814,0.00021515123,0.99653155,0.000012622969,0.000006473854,0.0018730003],"study_design_scores_gemma":[0.0000041150356,0.0009498862,0.015560375,0.000008688614,0.000033556313,0.00004625139,0.000054091455,0.00046228216,0.9825798,0.000010901559,0.00028220663,0.000007967754],"about_ca_topic_score_codex":0.0006342805,"about_ca_topic_score_gemma":0.0017708602,"teacher_disagreement_score":0.00071508426,"about_ca_system_score_codex":0.00015801437,"about_ca_system_score_gemma":0.00009156845,"threshold_uncertainty_score":0.0023921728},"labels":[],"label_agreement":null},{"id":"W2896181319","doi":"10.1016/j.conbuildmat.2018.10.051","title":"Effect of very severe sulfate environment on bonded composite concrete system","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Flexural strength; Composite material; Composite number; Sulfate; Compressive strength; Corrosion; Microstructure; Sodium sulfate; Fiber; Degradation (telecommunications); Scanning electron microscope; Sodium; Metallurgy","score_opus":0.004556949625148131,"score_gpt":0.2016206969896672,"score_spread":0.19706374736451907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896181319","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991523,0.00007600395,0.00017660379,0.000008994385,0.000009629735,0.000002850761,0.000035846162,0.000015925369,0.00052181125],"genre_scores_gemma":[0.99909246,0.00007059576,0.00013820424,0.000012383142,0.0000044958188,0.0000017493174,0.0000325554,0.000007342474,0.0006401985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981993,0.000026046113,0.0000088454635,0.000029043793,0.00005015193,0.00006598965],"domain_scores_gemma":[0.99975854,0.000050509363,0.000039875264,0.000017801682,0.000063347376,0.000069760106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012480501,0.00033116937,0.0003048951,0.00017506453,0.0003405676,0.00024676166,0.00024604323,0.00031523037,0.0030151804],"category_scores_gemma":[0.00025540643,0.00018142466,0.00021730104,0.00013539368,0.00040487095,0.00024617978,0.00032050995,0.00026064203,0.00017419801],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002387014,0.00013219524,0.0018944487,0.00014344965,0.000028128978,0.00032103312,0.00013591607,0.0022341055,0.9902782,0.00025260783,0.00016105868,0.0020319717],"study_design_scores_gemma":[0.000020804608,0.0007654465,0.005920101,0.0000046943032,0.00003328882,0.00007448726,0.00019810679,0.0020264033,0.9902012,0.000047587495,0.00069413777,0.000013784253],"about_ca_topic_score_codex":0.0016833338,"about_ca_topic_score_gemma":0.0031401494,"teacher_disagreement_score":0.0030151804,"about_ca_system_score_codex":0.0001752008,"about_ca_system_score_gemma":0.0003256298,"threshold_uncertainty_score":0.010086834},"labels":[],"label_agreement":null},{"id":"W2896500497","doi":"","title":"Effect of Water-Cement Ratio of Ductile-Fiber-Reinforced Cementitious Composite Using Recycled Fine Aggregate on Shear Fracture Behavior of RC Beam","year":2018,"lang":"en","type":"article","venue":"The 28th International Ocean and Polar Engineering Conference","topic":"Innovative concrete reinforcement 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":"Stantec (Canada)","funders":"","keywords":"Materials science; Composite material; Aggregate (composite); Composite number; Cement; Cementitious; Fracture (geology); Shear (geology); Beam (structure); Water–cement ratio; Fiber; Structural engineering","score_opus":0.010145286793663631,"score_gpt":0.2399206624365312,"score_spread":0.22977537564286757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896500497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914265,0.00022330025,0.00034624952,0.00000861467,0.000008782316,0.000003845289,0.000038786817,0.000020782363,0.00020689824],"genre_scores_gemma":[0.9991804,0.00009545981,0.0002956261,0.000009148672,0.0000017491344,0.000002905018,0.00002901503,0.0000070797196,0.00037850928],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997898,0.000025084357,0.000023175446,0.000052570173,0.000051622595,0.00005788844],"domain_scores_gemma":[0.9995976,0.00014231513,0.00008870489,0.000027162741,0.000084345855,0.00005996289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033138634,0.00034036493,0.0002323536,0.00027749073,0.00018372624,0.00024310559,0.00032825925,0.00036744628,0.0018951586],"category_scores_gemma":[0.00057787,0.00026731836,0.00031225898,0.00017622986,0.00023673072,0.00039533127,0.00011834354,0.0003927793,0.000218111],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010142684,0.00007300138,0.0007818471,0.00007869136,0.000017630653,0.00008579216,0.000079201745,0.00084512203,0.99433774,0.000048361664,0.000033918597,0.0026044613],"study_design_scores_gemma":[0.000011483807,0.00044905025,0.004097539,0.0000055384926,0.000038335034,0.00002506104,0.00003932951,0.0017628677,0.9933676,0.000008158778,0.00018478067,0.000010174875],"about_ca_topic_score_codex":0.0020619477,"about_ca_topic_score_gemma":0.004936657,"teacher_disagreement_score":0.0020619477,"about_ca_system_score_codex":0.00023150888,"about_ca_system_score_gemma":0.00022818164,"threshold_uncertainty_score":0.0063399673},"labels":[],"label_agreement":null},{"id":"W2896854665","doi":"10.30634/2414-2077.2018.04.5","title":"Effects of the Incorporation of Waste Fibres on the Cracking Resistance of Mortars: A Review","year":2018,"lang":"en","type":"review","venue":"International Journal of Green Technology","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":10,"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":"Mortar; Cracking; Materials science; Composite material; Resistance (ecology); Waste management; Pulp and paper industry; Engineering; Agronomy; Biology","score_opus":0.018311894228666383,"score_gpt":0.2847575287943464,"score_spread":0.26644563456568005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896854665","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":[0.0012559135,0.99809843,0.000102794154,0.0000574702,0.00006804063,0.0000048901684,0.00001577595,0.000002766378,0.00039399782],"genre_scores_gemma":[0.0039189276,0.9954335,0.00018468015,0.000048434864,0.000057807352,0.000004353521,0.000015415006,0.0000011167551,0.00033569933],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99971384,0.000028573957,0.000046763584,0.000068022055,0.00011702481,0.000025778698],"domain_scores_gemma":[0.99924266,0.00037375872,0.00018948695,0.000017738756,0.0001507587,0.000025560328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071284367,0.0009686619,0.0013834732,0.0017765015,0.00021119253,0.0007818085,0.0009411707,0.001007284,0.0016216125],"category_scores_gemma":[0.0008694403,0.00042916776,0.0007081733,0.0017471311,0.00041353487,0.0010583531,0.00044616268,0.00074553647,0.00050898886],"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":[0.00019271148,0.00024430695,0.00066425285,0.08025754,0.0003449906,0.0003051726,0.00013529946,0.000863979,0.024851693,0.00175453,0.004412495,0.88597304],"study_design_scores_gemma":[0.00005199101,0.0014250742,0.0075793383,0.013608764,0.001788179,0.0021726345,0.0003697928,0.00045678735,0.037449826,0.0015551304,0.933413,0.0001295315],"about_ca_topic_score_codex":0.0009516702,"about_ca_topic_score_gemma":0.0019988262,"teacher_disagreement_score":0.0017765015,"about_ca_system_score_codex":0.0002595262,"about_ca_system_score_gemma":0.00078956573,"threshold_uncertainty_score":0.0054247975},"labels":[],"label_agreement":null},{"id":"W2898910264","doi":"10.1051/matecconf/201819908004","title":"Guidelines for concrete surface preparation: 10 years research and experience","year":2018,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Université Laval","funders":"Wallonie-Bruxelles International; Ministerstwo Edukacji i Nauki","keywords":"Overlay; Compatibility (geochemistry); Land reclamation; Construction engineering; Civil engineering; Engineering; Computer science; Chemical engineering; Archaeology","score_opus":0.16346892939565236,"score_gpt":0.40624617125243856,"score_spread":0.2427772418567862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898910264","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":[0.059523836,0.28537697,0.47084868,0.035560776,0.0032093807,0.0043005976,0.0032204736,0.003528145,0.13443123],"genre_scores_gemma":[0.08326496,0.17252128,0.63209325,0.0055049765,0.0006921104,0.002176383,0.007982428,0.0012155694,0.0945491],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9837051,0.00440962,0.0027383273,0.0010447012,0.007364013,0.000738334],"domain_scores_gemma":[0.98223776,0.003342593,0.0012936376,0.0015853856,0.010576311,0.00096430926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.022713374,0.0020743052,0.0008930741,0.003509575,0.0013158728,0.0030774567,0.0041962042,0.0052453442,0.0067150528],"category_scores_gemma":[0.013431463,0.000827921,0.0007556843,0.0030120513,0.0020853598,0.0026588496,0.0032506895,0.002993404,0.008504191],"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":[0.00012513397,0.0012565699,0.0029422098,0.003929102,0.000035727553,0.00071112753,0.0042822333,0.0057439595,0.02749276,0.010776962,0.059780125,0.8829241],"study_design_scores_gemma":[0.000018555438,0.00040786943,0.0035883493,0.0036547482,0.000027289037,0.0012566624,0.0021582425,0.0010959147,0.014038589,0.004359001,0.9692898,0.00010498826],"about_ca_topic_score_codex":0.0069632353,"about_ca_topic_score_gemma":0.010162283,"teacher_disagreement_score":0.022713374,"about_ca_system_score_codex":0.0022507976,"about_ca_system_score_gemma":0.008114758,"threshold_uncertainty_score":0.12012124},"labels":[],"label_agreement":null},{"id":"W2899230353","doi":"10.1051/matecconf/201819907007","title":"UHPFRC for concrete repair","year":2018,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Innovative concrete reinforcement 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":"Université Laval; St. Lawrence Seaway Management","funders":"","keywords":"Lock (firearm); Dissipation; Shut down; Structural engineering; Fiber-reinforced concrete; Materials science; Reinforced concrete; Forensic engineering; Engineering","score_opus":0.023990659595736076,"score_gpt":0.2540174276620804,"score_spread":0.23002676806634434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899230353","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":[0.06827171,0.03742803,0.31043822,0.001786086,0.00229216,0.0007859389,0.0030822975,0.012504684,0.56341094],"genre_scores_gemma":[0.44029722,0.013086701,0.18801205,0.0006634819,0.0005648992,0.0004343238,0.0031886275,0.001171142,0.35258156],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935025,0.00004574114,0.000020320616,0.00011156798,0.00042403187,0.00004807342],"domain_scores_gemma":[0.99974567,0.000026614876,0.000051742354,0.0000726996,0.00006895918,0.000034293047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034331603,0.0005474279,0.00025329448,0.0010666725,0.00036702282,0.0005534901,0.00063465995,0.0010293189,0.057670854],"category_scores_gemma":[0.00039675497,0.00024023827,0.00024830396,0.00072274794,0.00029911287,0.0005607279,0.00082409725,0.00059065357,0.0345648],"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":[0.00019306436,0.00018777115,0.0010456985,0.00094296865,0.000017415889,0.00053059263,0.00012961963,0.004030764,0.2265766,0.02211138,0.043713033,0.70052105],"study_design_scores_gemma":[0.000024959334,0.0003181259,0.002932009,0.00014679672,0.000013776099,0.0019004319,0.00005732203,0.0041248193,0.10068741,0.0023065764,0.887452,0.000035735688],"about_ca_topic_score_codex":0.000564275,"about_ca_topic_score_gemma":0.0012856465,"teacher_disagreement_score":0.057670854,"about_ca_system_score_codex":0.0005041783,"about_ca_system_score_gemma":0.000383929,"threshold_uncertainty_score":0.19292825},"labels":[],"label_agreement":null},{"id":"W2900715173","doi":"10.1016/j.conbuildmat.2018.11.070","title":"Physical, mechanical and thermal properties of lightweight composite mortars containing recycled polyvinyl chloride","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Composite material; Mortar; Flexural strength; Compressive strength; Polyvinyl chloride; Composite number; Cementitious; Aggregate (composite); Cement","score_opus":0.012273447485509775,"score_gpt":0.2193317406623889,"score_spread":0.20705829317687913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900715173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994999,0.000112977024,0.00014022348,0.0000039058095,0.000003400096,0.0000019762688,0.00002909803,0.000005651783,0.00020282368],"genre_scores_gemma":[0.99915314,0.00005519036,0.00008174276,0.0000038618673,0.0000019879983,0.0000018141164,0.00005159676,0.0000035744513,0.0006471505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983394,0.000019961843,0.000010766143,0.000022881719,0.000077557714,0.00003487738],"domain_scores_gemma":[0.9997008,0.00008725733,0.00010001897,0.000017096565,0.000063062354,0.000031919575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023410367,0.00022347175,0.00014657364,0.0003868664,0.00017347283,0.00018838099,0.00018322782,0.00023171601,0.0011774085],"category_scores_gemma":[0.00040870396,0.00018230836,0.00022670721,0.00020935804,0.00033029658,0.00023066941,0.00014721823,0.00029804852,0.00020368588],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00074332807,0.00008538825,0.0018744123,0.00006260355,0.000012692969,0.00009035981,0.00007473523,0.001042819,0.99339336,0.000085977896,0.00006375013,0.0024705932],"study_design_scores_gemma":[0.000018018582,0.0017104265,0.04035204,0.00001010219,0.0000404922,0.0001544773,0.00015430589,0.0032726259,0.95356417,0.00005232534,0.00064927706,0.000021791198],"about_ca_topic_score_codex":0.00081227993,"about_ca_topic_score_gemma":0.0012722713,"teacher_disagreement_score":0.0011774085,"about_ca_system_score_codex":0.00019406875,"about_ca_system_score_gemma":0.00014449583,"threshold_uncertainty_score":0.003938794},"labels":[],"label_agreement":null},{"id":"W2901314964","doi":"10.1617/s11527-018-1282-0","title":"Impact of fibre orientation on tensile, bending and shear behaviors of a steel fibre reinforced concrete","year":2018,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Ultimate tensile strength; Shear (geology); Bending; Solid mechanics; Flexural strength; Structural engineering","score_opus":0.010616852380946113,"score_gpt":0.2615554806732925,"score_spread":0.25093862829234637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901314964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99944276,0.000033637563,0.000094548464,0.000003552321,0.0000033170882,0.0000011111543,0.000030091183,0.000004584694,0.0003864343],"genre_scores_gemma":[0.999655,0.000026573683,0.00004369393,0.0000021616443,6.5804e-7,6.16801e-7,0.000025079398,0.0000026992457,0.00024347426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998615,0.000012853069,0.0000070806686,0.000021599484,0.000049276205,0.000047845617],"domain_scores_gemma":[0.99960107,0.000109602435,0.00009177298,0.000019616744,0.00009880946,0.000079204154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017849481,0.00022847639,0.00016604766,0.00026729138,0.00022711307,0.0003003674,0.00013087483,0.00025573125,0.002232951],"category_scores_gemma":[0.00039456866,0.00021432851,0.0001553619,0.00023065445,0.0003545668,0.00016095968,0.00015542546,0.00020700252,0.0002526953],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013101911,0.00012836268,0.012495269,0.000042620322,0.00001783393,0.00031155758,0.00008997451,0.009441287,0.97185326,0.00011341122,0.00009333714,0.004102804],"study_design_scores_gemma":[0.000021941694,0.0014157203,0.15470724,0.000015851587,0.00009103344,0.00018565402,0.0005160055,0.019018564,0.82317203,0.000082185084,0.0007357366,0.000037953087],"about_ca_topic_score_codex":0.0032013296,"about_ca_topic_score_gemma":0.0075642043,"teacher_disagreement_score":0.0032013296,"about_ca_system_score_codex":0.00028684808,"about_ca_system_score_gemma":0.00034543412,"threshold_uncertainty_score":0.007469952},"labels":[],"label_agreement":null},{"id":"W2902114291","doi":"10.1680/jcoma.18.00048","title":"Behaviour of hybrid fibre-reinforced engineered cementitious composites with strain recovery","year":2018,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Construction Materials","topic":"Innovative concrete reinforcement 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":"Western University","funders":"","keywords":"Materials science; Composite material; Shape-memory alloy; Flexural strength; Composite number; Ultimate tensile strength; Ductility (Earth science); Bending; SMA*; Structural engineering; Tensile testing; Computer science; Creep","score_opus":0.006076383822047011,"score_gpt":0.18668897335555174,"score_spread":0.18061258953350473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902114291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980736,0.00020542943,0.0012807306,0.00000716529,0.000006801918,0.000005227152,0.000034846566,0.000031575688,0.00035467852],"genre_scores_gemma":[0.99859816,0.00007008474,0.0008209759,0.0000041812505,0.000001305922,0.0000049431706,0.000033943357,0.00000937777,0.00045699792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985707,0.000014648395,0.000008041738,0.000029485385,0.00006426052,0.000026488338],"domain_scores_gemma":[0.9997538,0.000055027132,0.000069579124,0.000020481697,0.000058814083,0.000042300708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017594024,0.00023566079,0.00013030265,0.00024162942,0.00011778838,0.0001650708,0.00013478234,0.00024090159,0.00047955633],"category_scores_gemma":[0.00030406142,0.00016593828,0.00014341487,0.00011500683,0.00024478484,0.00019133896,0.000112872265,0.00024528036,0.00012317873],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045204237,0.000012131669,0.00019998776,0.000016087737,0.0000033814704,0.00004444857,0.000022557424,0.00077242835,0.99820447,0.000041339372,0.000009783284,0.00062831194],"study_design_scores_gemma":[0.000004903439,0.00018818947,0.0032578583,0.0000032773344,0.0000086664195,0.00007824991,0.000017563072,0.0064791483,0.9895124,0.000023245222,0.00041834378,0.000008222812],"about_ca_topic_score_codex":0.0008612026,"about_ca_topic_score_gemma":0.0018605101,"teacher_disagreement_score":0.0008612026,"about_ca_system_score_codex":0.00013724074,"about_ca_system_score_gemma":0.00013203216,"threshold_uncertainty_score":0.0017124414},"labels":[],"label_agreement":null},{"id":"W2908643410","doi":"10.1155/2019/3658125","title":"Mechanical and Durability Characteristics of Latex‐Modified Fiber‐Reinforced Segment Concrete as a Function of Microsilica Content","year":2019,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Innovative concrete reinforcement 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":"Contech (Canada)","funders":"National Research Foundation of Korea; Ministry of Education; National Research Foundation","keywords":"Silica fume; Durability; Materials science; Composite material; Fiber; Fiber-reinforced concrete; Reinforced concrete; Structural engineering; Compressive strength; Engineering","score_opus":0.008725346110880447,"score_gpt":0.20926206852335727,"score_spread":0.20053672241247683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2908643410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911445,0.00027638755,0.00034461537,0.0000050799194,0.000004110397,0.000003725214,0.00005927442,0.000008708409,0.00018351444],"genre_scores_gemma":[0.9987243,0.00014332637,0.0004557414,0.0000068082286,0.0000017287074,0.000005010039,0.000085437045,0.000005825792,0.00057168934],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996836,0.000031609743,0.000032623408,0.000051716106,0.00016034392,0.000040143783],"domain_scores_gemma":[0.9994318,0.00009751826,0.00017439623,0.000033054515,0.00018281485,0.0000803829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035802837,0.00041425016,0.00020801197,0.00033560264,0.00015725127,0.00018130103,0.00017380595,0.00031396167,0.0007835056],"category_scores_gemma":[0.00039930557,0.0001895124,0.0002505563,0.00023756528,0.00015150901,0.0002631909,0.00012830134,0.0003038777,0.00018972448],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014343527,0.00003187501,0.0031215071,0.000046995086,0.000014288568,0.000055201643,0.000049627048,0.00069990056,0.99378335,0.000011562355,0.000013453588,0.00202871],"study_design_scores_gemma":[0.000006941763,0.0019270108,0.057861313,0.000010845419,0.00005854943,0.00020174516,0.00014155598,0.0035345303,0.9356058,0.000016833008,0.0006135337,0.000021255026],"about_ca_topic_score_codex":0.0010921203,"about_ca_topic_score_gemma":0.0031748053,"teacher_disagreement_score":0.0010921203,"about_ca_system_score_codex":0.00016968542,"about_ca_system_score_gemma":0.00017182334,"threshold_uncertainty_score":0.0026210546},"labels":[],"label_agreement":null},{"id":"W2910254578","doi":"10.24102/ijes.v7i2.907","title":"Mechanical and Thermal Properties of Perlite and Rubber Insulation Cement Mortar","year":2018,"lang":"en","type":"article","venue":"International Journal of Environment and Sustainability","topic":"Innovative concrete reinforcement 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":"Perlite; Materials science; Composite material; Mortar; Natural rubber; Cement; Thermal insulation; Thermal","score_opus":0.008721047529049784,"score_gpt":0.21307607181642627,"score_spread":0.20435502428737648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910254578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868876,0.00047560508,0.00021916164,0.0000061011847,0.000005283344,0.0000036165945,0.00010727042,0.0000068995782,0.0004873492],"genre_scores_gemma":[0.99774987,0.0002289081,0.0004044084,0.000009816549,0.0000031495822,0.000004864088,0.00019224334,0.000008355274,0.0013984994],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997638,0.000018579398,0.000023220373,0.00004116653,0.00011604032,0.000037142017],"domain_scores_gemma":[0.9996654,0.0000624155,0.00011205514,0.00002005353,0.00009215603,0.000048014113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028263408,0.00030287637,0.00021227967,0.0007324185,0.00014716112,0.0002184336,0.00021213217,0.00027745398,0.0016170309],"category_scores_gemma":[0.00044815813,0.00017571138,0.0002558083,0.00044127184,0.00022250968,0.00020921435,0.00011307695,0.00022846441,0.00031889515],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021626063,0.000048043687,0.0020609647,0.00009919204,0.000019231087,0.000091586066,0.000053108506,0.000744024,0.99318236,0.00009884689,0.00003963198,0.0033467405],"study_design_scores_gemma":[0.000014178493,0.0017829648,0.06752198,0.000022486036,0.00008371539,0.00033767306,0.00020040973,0.0025507843,0.92492795,0.00005100124,0.0024708025,0.000036033027],"about_ca_topic_score_codex":0.0011222659,"about_ca_topic_score_gemma":0.0025647897,"teacher_disagreement_score":0.0016170309,"about_ca_system_score_codex":0.00017320394,"about_ca_system_score_gemma":0.00012840318,"threshold_uncertainty_score":0.0054095387},"labels":[],"label_agreement":null},{"id":"W2913609617","doi":"10.1139/cjce-2018-0075","title":"Mitigation of plastic shrinkage in fly ash concrete using basalt fibres","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Shrinkage; Durability; Cracking; Fly ash; Materials science; Composite material; Cement; Alkalinity","score_opus":0.00713535875427203,"score_gpt":0.18666063786720272,"score_spread":0.17952527911293067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2913609617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99741936,0.000551611,0.0015807446,0.000007682019,0.000004173802,0.000012297345,0.000014934978,0.00001828164,0.00039099262],"genre_scores_gemma":[0.9967608,0.00048640027,0.002124202,0.0000055398746,0.0000022814118,0.0000071540094,0.000020562786,0.000004001731,0.00058917026],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998951,0.000011229792,0.0000057502616,0.000016981483,0.000050391733,0.000020482366],"domain_scores_gemma":[0.99986196,0.000015253233,0.00006219732,0.000009529811,0.000029974319,0.000021079835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014866402,0.00030294855,0.00023531972,0.00027807444,0.00014677951,0.00020583777,0.00016912346,0.00017888924,0.00030358118],"category_scores_gemma":[0.00013435709,0.00012174011,0.00020551968,0.000117225565,0.00020974045,0.00020902912,0.00019153062,0.0002493649,0.000101385805],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005226309,0.0000329463,0.0005305106,0.000071334754,0.0000035241253,0.000041077517,0.0000206469,0.0005473723,0.99563736,0.000020148042,0.0000052551895,0.003037566],"study_design_scores_gemma":[0.0000057238076,0.0008833905,0.005774249,0.00001672575,0.00001639019,0.000072891664,0.00004811316,0.001571711,0.9909932,0.000016889437,0.00059511146,0.000005646871],"about_ca_topic_score_codex":0.0010226552,"about_ca_topic_score_gemma":0.0034316175,"teacher_disagreement_score":0.0010226552,"about_ca_system_score_codex":0.000114859744,"about_ca_system_score_gemma":0.00017805777,"threshold_uncertainty_score":0.0020333529},"labels":[],"label_agreement":null},{"id":"W2918341024","doi":"10.1680/jmacr.18.00437","title":"Effect of severe chloride environment on the flexural behaviour of hybrid concrete systems","year":2019,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Flexural strength; Materials science; Composite material; Chloride; Microstructure; Scanning electron microscope; Tension (geology); Penetration (warfare); Reinforced concrete; Bond strength; Compression (physics); Layer (electronics); Adhesive; Metallurgy","score_opus":0.021219603348171766,"score_gpt":0.2766686864178414,"score_spread":0.2554490830696697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2918341024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989748,0.00019715157,0.00046397766,0.0000082199385,0.000004415634,0.000007515653,0.00003731792,0.000019044792,0.00028762058],"genre_scores_gemma":[0.99916255,0.00012274281,0.00026843775,0.000016265612,0.0000026271578,0.000004466381,0.000046232377,0.000009560218,0.00036711202],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964213,0.000065672255,0.000029102004,0.000068431116,0.000119654134,0.00007502411],"domain_scores_gemma":[0.99962366,0.000055448163,0.00011458783,0.00003355998,0.00009477974,0.00007790111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017223194,0.00042557006,0.0003228253,0.00019626346,0.00020721521,0.0003492126,0.0002431721,0.00041012792,0.0010915503],"category_scores_gemma":[0.00030859892,0.00020591845,0.00029473787,0.00009877421,0.00030406434,0.0003025113,0.00050195167,0.0003386411,0.00019380396],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021421693,0.000021329255,0.00082827965,0.00004677056,0.000017251936,0.00013419309,0.00005544388,0.00040438373,0.9974164,0.000009474608,0.000010941063,0.0008413139],"study_design_scores_gemma":[0.000006584405,0.0012060087,0.009419128,0.0000063238326,0.000028409917,0.00019939704,0.00012974271,0.0005852838,0.9877171,0.000013136229,0.00067348575,0.000015459907],"about_ca_topic_score_codex":0.001292658,"about_ca_topic_score_gemma":0.0028303338,"teacher_disagreement_score":0.001292658,"about_ca_system_score_codex":0.00017761164,"about_ca_system_score_gemma":0.00018733922,"threshold_uncertainty_score":0.0036515594},"labels":[],"label_agreement":null},{"id":"W2918742324","doi":"","title":"Engineering properties of normal and high strength concrete containing palm oil clinker / Fuad Y. M. Abutaha","year":2018,"lang":"en","type":"dissertation","venue":"","topic":"Innovative concrete reinforcement 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":"Clinker (cement); Aggregate (composite); Filler (materials); Palm oil; Materials science; Cement; Compressive strength; Waste management; Volume (thermodynamics); Environmental science; Composite material; Pulp and paper industry; Portland cement; Engineering","score_opus":0.010243116660733435,"score_gpt":0.20705726717177744,"score_spread":0.196814150511044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2918742324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983619,0.00016865673,0.00040804327,0.00000926839,0.0000042080683,0.00000502987,0.000053084164,0.000011688556,0.0009781991],"genre_scores_gemma":[0.9980312,0.000074623,0.00022079868,0.000003786009,8.202684e-7,0.0000023910009,0.00008469929,0.0000044332724,0.0015771879],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967074,0.000021511336,0.00002050513,0.00003106768,0.00022501426,0.000031209864],"domain_scores_gemma":[0.99958986,0.000057268353,0.00011778067,0.000018247838,0.00015106371,0.00006582576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002565139,0.0002894687,0.0002006591,0.00055302156,0.00017647215,0.00023635947,0.00014684083,0.00027393497,0.0012461594],"category_scores_gemma":[0.00032421324,0.00017899947,0.00023775674,0.00025622523,0.00017561358,0.0002495521,0.00020124867,0.00024738425,0.00039887094],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004673859,0.00017835642,0.012524995,0.00010554508,0.0000183797,0.00040956485,0.00008115135,0.0065019387,0.9696426,0.00009225941,0.00013783565,0.009840099],"study_design_scores_gemma":[0.000017946162,0.0022071116,0.14061889,0.000024662117,0.00005122117,0.0006752711,0.00031521285,0.019150488,0.834616,0.00008866309,0.002195524,0.000038989758],"about_ca_topic_score_codex":0.0027576184,"about_ca_topic_score_gemma":0.0046720756,"teacher_disagreement_score":0.0027576184,"about_ca_system_score_codex":0.00029139756,"about_ca_system_score_gemma":0.0002827761,"threshold_uncertainty_score":0.005483091},"labels":[],"label_agreement":null},{"id":"W2920822443","doi":"10.3390/app9050994","title":"Experimental and Numerical Study of Engineered Cementitious Composite with Strain Recovery under Impact Loading","year":2019,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Innovative concrete reinforcement 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":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite number; Composite material; Shape-memory alloy; SMA*; Impact resistance; Polyvinyl alcohol; Computer science","score_opus":0.013302736089680868,"score_gpt":0.24898635230357402,"score_spread":0.23568361621389317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2920822443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99752706,0.000054208533,0.0014330597,0.000009593739,0.0000072813323,0.000011880335,0.00011597432,0.000032544933,0.00080851396],"genre_scores_gemma":[0.99751544,0.000058968235,0.0017973323,0.000004615323,0.0000018628681,0.000011626272,0.000066961824,0.0000074229742,0.0005357478],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997801,0.000009463609,0.000011734096,0.00004345429,0.00011379634,0.000041465002],"domain_scores_gemma":[0.9996784,0.00007231351,0.00007215287,0.000045403423,0.000088867775,0.00004291901],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030552628,0.00034738207,0.00032738262,0.0005082977,0.00040643377,0.00020942352,0.00035728217,0.00046780938,0.0016072401],"category_scores_gemma":[0.00033242517,0.000199523,0.00022058994,0.00049811124,0.0005844864,0.00028007315,0.0002553541,0.0003718265,0.00013971345],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017880497,0.00010996165,0.0012472164,0.00008489572,0.000006123081,0.00023431743,0.000101577905,0.013551621,0.9824401,0.00022822032,0.000046533347,0.001770622],"study_design_scores_gemma":[0.00002566394,0.0008722424,0.017377447,0.000010037883,0.000031514217,0.00014652922,0.00016849668,0.080523625,0.89992964,0.00012251944,0.00075824093,0.000033979813],"about_ca_topic_score_codex":0.0013933266,"about_ca_topic_score_gemma":0.0021657774,"teacher_disagreement_score":0.0016072401,"about_ca_system_score_codex":0.00023948768,"about_ca_system_score_gemma":0.0001987595,"threshold_uncertainty_score":0.005376756},"labels":[],"label_agreement":null},{"id":"W2924908884","doi":"10.1155/2019/4737384","title":"Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete","year":2019,"lang":"en","type":"article","venue":"International Journal of Polymer Science","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"National Research Foundation of Korea; Ministry of Education; National Research Foundation","keywords":"Flexural strength; Materials science; Compressive strength; Composite material; Slump; Fiber; Toughness; Polyethylene; Dissipation","score_opus":0.014124368337920133,"score_gpt":0.22787465283510563,"score_spread":0.2137502844971855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2924908884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983352,0.000077736026,0.001011305,0.0000049533633,0.0000037820296,0.000019724033,0.00011229175,0.000011076774,0.00042385783],"genre_scores_gemma":[0.99661404,0.000116932286,0.0023395538,0.000007197764,0.0000037335524,0.000026503612,0.000109631175,0.0000061634587,0.00077633356],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994468,0.00006286801,0.000040414656,0.000095697855,0.0002860385,0.00006817636],"domain_scores_gemma":[0.9993735,0.00013612946,0.00015552076,0.00007142928,0.00018685286,0.00007670357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061774533,0.00057975727,0.00030338732,0.00044774348,0.00032590778,0.00012110101,0.00032972023,0.0004952937,0.0014247077],"category_scores_gemma":[0.00041000557,0.00022563674,0.00025083832,0.00030879345,0.00041825965,0.0003664145,0.00030027606,0.0003764286,0.00020396302],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015165754,0.00016182319,0.0014348613,0.000065324144,0.000009389311,0.000056192657,0.00005972722,0.0011665985,0.9956044,0.000036676807,0.000013403216,0.0012399964],"study_design_scores_gemma":[0.000017455046,0.002913785,0.012244585,0.000007785399,0.000029875295,0.000095835356,0.000104548955,0.002138014,0.9818293,0.000033072123,0.0005719211,0.0000137931265],"about_ca_topic_score_codex":0.00060048513,"about_ca_topic_score_gemma":0.002196352,"teacher_disagreement_score":0.0014247077,"about_ca_system_score_codex":0.00017330171,"about_ca_system_score_gemma":0.00019940356,"threshold_uncertainty_score":0.0047661066},"labels":[],"label_agreement":null},{"id":"W2928694347","doi":"10.11159/icsect19.136","title":"A Comparative Study of Machine Learning Methods for Compressive Strength of Concrete","year":2019,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Compressive strength; Computer science; Machine learning; Artificial intelligence; Materials science; Composite material","score_opus":0.010061548577268925,"score_gpt":0.24766118928363257,"score_spread":0.23759964070636364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2928694347","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":[0.08508683,0.027568428,0.8710129,0.00073291914,0.00031430423,0.000090820184,0.00014760211,0.0006097495,0.014436294],"genre_scores_gemma":[0.7435644,0.014686547,0.23690918,0.00014487839,0.00033298094,0.0001430577,0.00032358864,0.0001904178,0.0037048478],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9966174,0.001221954,0.00020741415,0.00040016093,0.0014597354,0.00009327007],"domain_scores_gemma":[0.99156284,0.0062982915,0.00032447907,0.00044980296,0.0012780096,0.000086499735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003682235,0.00073194026,0.0007419226,0.0023840158,0.00027187893,0.0010225143,0.00089137093,0.0011668558,0.0011927878],"category_scores_gemma":[0.011767092,0.00021977666,0.0010950451,0.002092892,0.00044876625,0.0018065684,0.0005073238,0.0009436948,0.00031385035],"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":[0.0002765291,0.00024865806,0.009507099,0.00083592336,0.00029862765,0.000112175214,0.00023450129,0.2931788,0.0037613516,0.023863088,0.0011818445,0.6665014],"study_design_scores_gemma":[0.0000111556665,0.00031027663,0.006055299,0.00015688808,0.000057014884,0.0001754836,0.0001102438,0.9742576,0.0043653944,0.008152132,0.0063024536,0.00004618175],"about_ca_topic_score_codex":0.0019505416,"about_ca_topic_score_gemma":0.0012746194,"teacher_disagreement_score":0.003682235,"about_ca_system_score_codex":0.000734848,"about_ca_system_score_gemma":0.00062446913,"threshold_uncertainty_score":0.019473791},"labels":[],"label_agreement":null},{"id":"W2930478111","doi":"10.1016/j.conbuildmat.2019.03.296","title":"Free and restrained plastic shrinkage of cementitious materials made of engineered kraft pulp fibres","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Shrinkage; Materials science; Composite material; Cementitious; Kraft paper; Pulp (tooth); Cement; Compressive strength; Softwood","score_opus":0.006005995440192022,"score_gpt":0.19734218621941227,"score_spread":0.19133619077922026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2930478111","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987184,0.00014640095,0.0004258317,0.0000022734805,0.0000041626117,0.0000021815695,0.00001589627,0.000009349322,0.00067548815],"genre_scores_gemma":[0.9988244,0.00006303652,0.00023412019,0.000002027419,0.0000020215691,0.0000022084944,0.000020765285,0.0000062955382,0.0008450396],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999168,0.00001002953,0.0000047815897,0.000017671167,0.000031471216,0.000019286685],"domain_scores_gemma":[0.9998746,0.00003120215,0.000041163086,0.00001636571,0.000016148086,0.000020582673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015305732,0.00021462012,0.00012169659,0.00020787418,0.00012204477,0.00014318257,0.00014930627,0.00011966828,0.0006618397],"category_scores_gemma":[0.00022981633,0.00014082856,0.00010517853,0.00014130311,0.00029928432,0.00025025403,0.00020391031,0.00022250184,0.00009535197],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028622765,0.000029674608,0.0006181052,0.000074114156,0.0000062627596,0.00008802968,0.0000859013,0.0012026215,0.99333596,0.00034036432,0.000031194308,0.0039015282],"study_design_scores_gemma":[0.000010948596,0.00025430616,0.00925049,0.000008620863,0.000013618955,0.000098550525,0.00003483152,0.0018332127,0.9872881,0.00005966087,0.001138137,0.000009529139],"about_ca_topic_score_codex":0.00030257765,"about_ca_topic_score_gemma":0.0011587865,"teacher_disagreement_score":0.0006618397,"about_ca_system_score_codex":0.0001082101,"about_ca_system_score_gemma":0.00015385861,"threshold_uncertainty_score":0.0022141337},"labels":[],"label_agreement":null},{"id":"W2932040149","doi":"10.1139/cjce-2018-0655","title":"The influence of natural and synthetic fibers on mixed mode I/II fracture behavior of cement concrete materials","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Composite material; Flexural strength; Fracture toughness; Ultimate tensile strength; Cement; Toughness; Bending; Curing (chemistry); Compressive strength; Fiber; Fracture (geology); Fiber-reinforced concrete; Synthetic fiber; Structural engineering","score_opus":0.0037435157483575107,"score_gpt":0.18387827612187965,"score_spread":0.18013476037352213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2932040149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841976,0.00040290813,0.00091641454,0.0000038204516,0.0000022003692,0.0000047012977,0.000021770655,0.000006327078,0.0002220467],"genre_scores_gemma":[0.9988005,0.00017542687,0.0008220261,0.0000039748684,0.0000015253563,0.000003930831,0.000020248286,0.000005170401,0.00016712632],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997212,0.000059048547,0.000019900634,0.00004761029,0.0001105312,0.000041687053],"domain_scores_gemma":[0.9994475,0.00019437568,0.0001755201,0.000028250777,0.00010454438,0.00004990909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029645386,0.0003629193,0.00013038095,0.00027873536,0.000121338315,0.00015616199,0.00012236171,0.00021082797,0.00044176367],"category_scores_gemma":[0.0005979266,0.00018385048,0.00018726493,0.00010024547,0.00021211013,0.00023624166,0.0001507293,0.00021213459,0.00007998909],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017884641,0.000017953365,0.0023951007,0.00006779071,0.000009623674,0.000046946105,0.000038936687,0.000615057,0.9938909,0.000019780065,0.0000059518725,0.002713228],"study_design_scores_gemma":[0.000002812579,0.00075144187,0.020927513,0.000011568516,0.000025574764,0.00011709432,0.00005891484,0.0019398367,0.97579557,0.000020712576,0.00034018286,0.000008804565],"about_ca_topic_score_codex":0.0007876468,"about_ca_topic_score_gemma":0.0025555186,"teacher_disagreement_score":0.0007876468,"about_ca_system_score_codex":0.00012404722,"about_ca_system_score_gemma":0.00011420588,"threshold_uncertainty_score":0.0015678406},"labels":[],"label_agreement":null},{"id":"W2940399909","doi":"10.29173/mocs60","title":"Behaviour of ultra-high performance fibre reinforced concrete beam-column joint under cyclic loading","year":2017,"lang":"en","type":"article","venue":"Modular and Offsite Construction (MOC) Summit Proceedings","topic":"Innovative concrete reinforcement 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":"Materials science; Flexural strength; Structural engineering; Joint (building); Reinforcement; Beam (structure); Compressive strength; Composite material; Stiffness; Hardening (computing); Fiber-reinforced concrete; Strain hardening exponent; Reinforced concrete; Engineering","score_opus":0.01239898576608764,"score_gpt":0.20680134866763736,"score_spread":0.19440236290154972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2940399909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99922323,0.00005492785,0.00025154697,0.0000062240597,0.0000024044957,0.0000040911054,0.00005408777,0.00002833733,0.00037505024],"genre_scores_gemma":[0.99905914,0.000028061779,0.00018421635,0.000005773962,7.6679805e-7,0.000004482517,0.000073197065,0.0000085904385,0.00063583744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999686,0.000030293291,0.000017279586,0.000042890126,0.00015340207,0.000070235066],"domain_scores_gemma":[0.99933785,0.00014539,0.00015299134,0.000071548966,0.00017418739,0.00011810434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026661155,0.00031292115,0.00020254789,0.0004832524,0.00026452116,0.00018870136,0.00027921973,0.0004656545,0.00247677],"category_scores_gemma":[0.0005910334,0.0002359929,0.00020336219,0.00030104685,0.0006268077,0.0002668562,0.00021398749,0.00027354792,0.00042570356],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021733645,0.00005108839,0.004571121,0.00005529353,0.000011573255,0.0003918495,0.00041476655,0.0025949029,0.9894672,0.000040389503,0.000067771485,0.0021167593],"study_design_scores_gemma":[0.000017376857,0.0023886494,0.12345795,0.000023660758,0.000047251866,0.0005838225,0.0006777163,0.014787221,0.8568017,0.000048583228,0.0011071648,0.00005888188],"about_ca_topic_score_codex":0.0038162267,"about_ca_topic_score_gemma":0.0063774064,"teacher_disagreement_score":0.0038162267,"about_ca_system_score_codex":0.00019495231,"about_ca_system_score_gemma":0.00023938311,"threshold_uncertainty_score":0.008285642},"labels":[],"label_agreement":null},{"id":"W2944423294","doi":"","title":"Metallic fiber reinforced refractory concretes","year":2004,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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":"Materials science; Refractory (planetary science); Composite material; Fiber","score_opus":0.013446286983752071,"score_gpt":0.21824151618340842,"score_spread":0.20479522919965634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944423294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7453158,0.002932912,0.115325324,0.00046614668,0.00042386388,0.00020249328,0.0009156945,0.0037327337,0.13068506],"genre_scores_gemma":[0.8898777,0.00093199156,0.025291223,0.000038900864,0.000030039111,0.000025731257,0.000445811,0.00010693001,0.08325174],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998281,0.000013497766,0.0000062543495,0.000033619894,0.00008947796,0.000029091183],"domain_scores_gemma":[0.999841,0.000013328426,0.000020355952,0.00003131393,0.000063426894,0.00003062421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020927242,0.0004433539,0.0002408357,0.0006221644,0.0004861852,0.00042717514,0.00043704125,0.00038994534,0.006530517],"category_scores_gemma":[0.00021393181,0.00018903596,0.00025916542,0.00024449002,0.00031841427,0.00035475852,0.00042609536,0.00033442202,0.0018341751],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035175355,0.00014593155,0.0010229074,0.00024443155,0.000026232019,0.00046861506,0.00018147487,0.031151822,0.86275285,0.01826707,0.0036261482,0.08176075],"study_design_scores_gemma":[0.00006773435,0.0005583141,0.0050699734,0.00009104992,0.00007289921,0.00062263507,0.0001441458,0.044360336,0.7907494,0.004530237,0.15369344,0.00003987099],"about_ca_topic_score_codex":0.0037499336,"about_ca_topic_score_gemma":0.008323745,"teacher_disagreement_score":0.006530517,"about_ca_system_score_codex":0.0005370329,"about_ca_system_score_gemma":0.0005411116,"threshold_uncertainty_score":0.021846771},"labels":[],"label_agreement":null},{"id":"W2948848780","doi":"10.3390/app9112250","title":"Effects of Aggregate Micro Fines (AMF), Aluminum Sulfate and Polypropylene Fiber (PPF) on Properties of Machine-Made Sand Concrete","year":2019,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":44,"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 Natural Science Foundation of China; York University; New York University Abu Dhabi","keywords":"Materials science; Compressive strength; Polypropylene; Slump; Composite material; Sulfate; Permeability (electromagnetism); Chloride; Porosity; Aluminium; Ettringite; Aggregate (composite); Cement; Geotechnical engineering; Metallurgy; Geology; Chemistry; Portland cement","score_opus":0.008560983939225676,"score_gpt":0.19718828115577106,"score_spread":0.1886272972165454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948848780","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991321,0.00032864162,0.00022221508,0.000007092636,0.0000046595715,0.0000053998187,0.00003450126,0.0000085514375,0.00025694416],"genre_scores_gemma":[0.9988914,0.00021065088,0.00051767036,0.0000083884,0.0000025858735,0.0000049084924,0.000034356475,0.0000055526116,0.00032451973],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964464,0.000077511606,0.000036813883,0.00006511676,0.0001138606,0.00006208834],"domain_scores_gemma":[0.9993777,0.00019796094,0.00020172488,0.000028483399,0.00008778978,0.00010635214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030504953,0.0005999915,0.00029552035,0.0004866096,0.00015934206,0.00027483358,0.0001626013,0.00032692382,0.0006238677],"category_scores_gemma":[0.00060788676,0.00021395854,0.00034380128,0.00025833133,0.00031653862,0.00037107136,0.00017318327,0.0003090485,0.00011010406],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069976004,0.00013099422,0.0026466623,0.00012917297,0.000036803514,0.00012312282,0.000038041195,0.001782383,0.99018645,0.0000401779,0.000025977317,0.0041604494],"study_design_scores_gemma":[0.000016173908,0.0011526635,0.017370177,0.000009956532,0.0000750897,0.00009242261,0.000046824058,0.002181307,0.9784508,0.000022172944,0.000565199,0.000017148373],"about_ca_topic_score_codex":0.0015307852,"about_ca_topic_score_gemma":0.0029073684,"teacher_disagreement_score":0.0015307852,"about_ca_system_score_codex":0.00027942585,"about_ca_system_score_gemma":0.00021476056,"threshold_uncertainty_score":0.0030437112},"labels":[],"label_agreement":null},{"id":"W2949534645","doi":"10.3390/infrastructures4020037","title":"Eco-Efficient Fiber-Reinforced Preplaced Recycled Aggregate Concrete under Impact Loading","year":2019,"lang":"en","type":"article","venue":"Infrastructures","topic":"Innovative concrete reinforcement 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":"Western University","funders":"","keywords":"Materials science; Grout; Scrap; Composite material; Aggregate (composite); Formwork; Ultimate tensile strength; Durability; Cementitious; Cement; Metallurgy","score_opus":0.0062416020123801895,"score_gpt":0.23305055934838367,"score_spread":0.22680895733600348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949534645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975834,0.00018578976,0.0017150688,0.0000041331327,0.0000037830255,0.000011364439,0.000042004765,0.000038383823,0.00041608603],"genre_scores_gemma":[0.99803156,0.00013479804,0.0011698419,0.000003178262,0.0000011593386,0.00000600637,0.00003383441,0.0000066594107,0.00061297964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997789,0.000018722472,0.000010371568,0.00004427471,0.000104443694,0.00004328821],"domain_scores_gemma":[0.9998915,0.000009668205,0.00004073402,0.000011960189,0.000027046737,0.00001905389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019046907,0.00050069677,0.000241153,0.0003833437,0.00014215194,0.00022190713,0.00024791787,0.0002509704,0.0005812534],"category_scores_gemma":[0.00015089352,0.00014593074,0.00023569158,0.00024733215,0.00022938485,0.00032091478,0.00023213594,0.00022340764,0.00019305019],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008303139,0.000027091388,0.00065970566,0.0000603438,0.000007688464,0.00013757448,0.00003255335,0.0028123613,0.9932981,0.00004490512,0.000015402093,0.0028212946],"study_design_scores_gemma":[0.0000046714904,0.0005325321,0.00593589,0.000007899437,0.000021569034,0.00008492234,0.00004253159,0.0046713795,0.9880767,0.00002260991,0.00058947876,0.000009795203],"about_ca_topic_score_codex":0.0013234131,"about_ca_topic_score_gemma":0.0052657058,"teacher_disagreement_score":0.0013234131,"about_ca_system_score_codex":0.00023831234,"about_ca_system_score_gemma":0.00022535938,"threshold_uncertainty_score":0.0026314259},"labels":[],"label_agreement":null},{"id":"W2950120579","doi":"","title":"Development of Various Fibre Reinforced Cementitious Composites","year":2019,"lang":"en","type":"article","venue":"Scholarship at UWindsor (University of Windsor)","topic":"Innovative concrete reinforcement 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":"Composite material; Materials science","score_opus":0.01145999950070662,"score_gpt":0.189958398122299,"score_spread":0.1784983986215924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2950120579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9915712,0.0010341684,0.005092042,0.00001648425,0.000023694392,0.0000756744,0.00008532711,0.000057610196,0.002043882],"genre_scores_gemma":[0.9813452,0.0014682972,0.013176771,0.000014986538,0.000007147526,0.000049755483,0.00019976754,0.00002898776,0.0037091544],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982065,0.000014604648,0.00001171039,0.0000339924,0.0000923382,0.00002673698],"domain_scores_gemma":[0.9998647,0.000016956208,0.000034292618,0.0000102042,0.00004629607,0.000027576605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022461479,0.00030774306,0.00018651418,0.00027171048,0.00014848085,0.0001795617,0.00017741208,0.0002070201,0.0007233442],"category_scores_gemma":[0.00016932274,0.00013582585,0.00024359189,0.00013795252,0.00011505806,0.0002375551,0.00017049634,0.00031605008,0.00016255201],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012164965,0.000018067756,0.000073519266,0.00003237951,0.000002185868,0.000026374562,0.000015796622,0.00010375533,0.99821955,0.000038728296,0.000004086443,0.0014534752],"study_design_scores_gemma":[0.000001830538,0.0002879756,0.0016138214,0.000004603026,0.000011236014,0.00005178439,0.000014294536,0.00021844167,0.9964366,0.000010206554,0.0013459725,0.0000032290943],"about_ca_topic_score_codex":0.0005269884,"about_ca_topic_score_gemma":0.0017237073,"teacher_disagreement_score":0.0007233442,"about_ca_system_score_codex":0.00013450425,"about_ca_system_score_gemma":0.00016706534,"threshold_uncertainty_score":0.0024197698},"labels":[],"label_agreement":null},{"id":"W2950892603","doi":"10.7492/ijaec.2019.004","title":"Compressive Strength of Concrete Produced with Proportions of Coconut and Palm Kernel Shells","year":2019,"lang":"en","type":"article","venue":"International Journal of Architecture Engineering and Construction","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":4,"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":"Palm kernel; Palm; Compressive strength; Mathematics; Kernel (algebra); Composite material; Pulp and paper industry; Materials science; Environmental science; Engineering; Palm oil; Agricultural science; Combinatorics; Physics","score_opus":0.0023059127036525666,"score_gpt":0.1787773918984152,"score_spread":0.17647147919476264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2950892603","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982097,0.00019701036,0.00025097042,0.000008117789,0.000010370569,0.0000053705785,0.00013150755,0.000009929471,0.0011771534],"genre_scores_gemma":[0.99876094,0.00006717857,0.00020980502,0.000003976364,0.000002050225,0.0000028611603,0.00011987003,0.000007331013,0.00082605047],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995473,0.000052920153,0.000034139157,0.00007376611,0.00021083544,0.000080945094],"domain_scores_gemma":[0.9991067,0.00022195296,0.00019335648,0.00006041042,0.00022675685,0.00019078914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005645294,0.00052237714,0.00029925295,0.0007245675,0.0003105418,0.00032017037,0.0003747274,0.0005403622,0.0023485066],"category_scores_gemma":[0.0009445673,0.0002546335,0.00036480476,0.00064312544,0.00056032906,0.000299433,0.00030660242,0.00054204214,0.0002951639],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020075096,0.00010109237,0.003797586,0.00017863965,0.00004156791,0.00027290752,0.00010700348,0.003524598,0.98635674,0.00019767479,0.00005335863,0.0033612486],"study_design_scores_gemma":[0.000031275504,0.0012223725,0.03973724,0.000025969157,0.00007868616,0.00012350357,0.00012900487,0.0033787643,0.9543637,0.000056667574,0.0008260687,0.00002664851],"about_ca_topic_score_codex":0.0022374622,"about_ca_topic_score_gemma":0.005132309,"teacher_disagreement_score":0.0023485066,"about_ca_system_score_codex":0.00034737046,"about_ca_system_score_gemma":0.0004817682,"threshold_uncertainty_score":0.007856548},"labels":[],"label_agreement":null},{"id":"W2952595593","doi":"10.1155/2019/4149708","title":"Development of FRC Materials with Recycled Glass Fibers Recovered from Industrial GFRP-Acrylic Waste","year":2019,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":28,"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 Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Flexural strength; Glass fiber; Ultimate tensile strength; Glass recycling; Curing (chemistry); Compressive strength; Durability; Fiber; Slump; Raw material","score_opus":0.009571528715752077,"score_gpt":0.20617447169963052,"score_spread":0.19660294298387845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952595593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892727,0.001650526,0.0067089605,0.00006173146,0.00003768329,0.00010295443,0.000175107,0.0001601232,0.0018301142],"genre_scores_gemma":[0.9806958,0.0010333278,0.015718585,0.000039311955,0.000011926075,0.000059756017,0.00027548286,0.000033224675,0.002132674],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998518,0.000013161935,0.000013525121,0.00003367499,0.000055812226,0.000032100583],"domain_scores_gemma":[0.99982786,0.000012367476,0.00007661164,0.000013048066,0.000040125,0.000029894136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000234843,0.00058578694,0.00022562944,0.0006351201,0.00015719386,0.00025144988,0.00029528548,0.000585466,0.0005546636],"category_scores_gemma":[0.00019855569,0.00020834088,0.0003840784,0.0003088129,0.00019551524,0.00034378178,0.00020323368,0.0004354583,0.0003291913],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014587369,0.000025065518,0.00007362733,0.000055567445,0.000004062302,0.000048370417,0.0000070083406,0.00013599356,0.9977848,0.000087490174,0.000013127136,0.0017503459],"study_design_scores_gemma":[0.0000025969603,0.00017037845,0.0009957507,0.000006975769,0.000011666606,0.000067385496,0.000008300934,0.00038756122,0.99703276,0.0000108312815,0.0013009455,0.000004927446],"about_ca_topic_score_codex":0.0010688158,"about_ca_topic_score_gemma":0.0033054606,"teacher_disagreement_score":0.0010688158,"about_ca_system_score_codex":0.00033163192,"about_ca_system_score_gemma":0.00034253893,"threshold_uncertainty_score":0.0024061203},"labels":[],"label_agreement":null},{"id":"W2953449165","doi":"10.1016/j.cemconcomp.2019.103354","title":"Long-term sulfate resistance of cementitious composites containing fine crumb rubber","year":2019,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":46,"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; Composite material; Mortar; Crumb rubber; Natural rubber; Microstructure; Silica fume; Scanning electron microscope; Cracking; Compressive strength","score_opus":0.008875525605059007,"score_gpt":0.2103759572884026,"score_spread":0.2015004316833436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953449165","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994449,0.00015634563,0.00013332252,0.0000039409483,0.0000055900264,0.0000024997616,0.00003218765,0.000011102865,0.00021017408],"genre_scores_gemma":[0.9987882,0.000061771665,0.00011632344,0.0000044013022,0.0000026581233,0.0000023559194,0.000066871085,0.000006649198,0.0009508441],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979144,0.000034934317,0.000014136496,0.000031907373,0.0000728457,0.000054733802],"domain_scores_gemma":[0.9996457,0.00007601044,0.000089077934,0.00003484844,0.00008652605,0.0000677984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002773865,0.000312988,0.00025711305,0.00028149708,0.00021294845,0.00020379118,0.00022746522,0.0003160956,0.0011549136],"category_scores_gemma":[0.0003514247,0.00018123466,0.0002878255,0.00018149993,0.00029567254,0.0002819018,0.00019381118,0.00039156128,0.00026030504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052869675,0.000058967533,0.0005683896,0.000028185665,0.000009799442,0.000063538464,0.0000628302,0.00036254883,0.9971878,0.000043512955,0.000026253645,0.0010594456],"study_design_scores_gemma":[0.000009395933,0.00081588805,0.0059689656,0.0000028974637,0.000019228966,0.00005272685,0.00004954618,0.0013601247,0.9913874,0.000016725033,0.00030951304,0.000007559052],"about_ca_topic_score_codex":0.00170753,"about_ca_topic_score_gemma":0.0031600418,"teacher_disagreement_score":0.00170753,"about_ca_system_score_codex":0.00023409254,"about_ca_system_score_gemma":0.000221248,"threshold_uncertainty_score":0.0038635135},"labels":[],"label_agreement":null},{"id":"W2954850473","doi":"10.3390/app9122556","title":"Concrete–Concrete Bond in Mode-I: A study on the Synergistic Effect of Surface Roughness and Fiber Reinforcement","year":2019,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Innovative concrete reinforcement 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":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Durability; Composite material; Surface finish; Bridging (networking); Fiber-reinforced concrete; Structural engineering; Fracture mechanics; Fiber; Computer science; Engineering","score_opus":0.01269577833234398,"score_gpt":0.2481511127584035,"score_spread":0.23545533442605954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954850473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999166,0.0001454141,0.00044838048,0.0000019812635,0.0000018324041,0.000007538759,0.000011783905,0.000004606391,0.00021258694],"genre_scores_gemma":[0.9979081,0.00018295964,0.0009547588,0.0000036883055,0.0000022753002,0.0000068664554,0.000026938978,0.000005376093,0.0009091004],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998394,0.000029533101,0.0000059074423,0.000040019986,0.00005182954,0.000033217184],"domain_scores_gemma":[0.999645,0.00010157394,0.00008502147,0.000036784626,0.00007058901,0.00006109785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033616013,0.0003649493,0.00023519098,0.0002488602,0.0001909983,0.00012887384,0.0002352235,0.00030455523,0.0012669041],"category_scores_gemma":[0.00035003058,0.0001306403,0.0002703737,0.000119903925,0.00018406974,0.00015866723,0.00017809139,0.00037779743,0.0002977219],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025459926,0.00029499517,0.0019452237,0.000044455457,0.0000131875595,0.000055576795,0.000082805076,0.00065639,0.99222744,0.0000595407,0.000017680477,0.00434823],"study_design_scores_gemma":[0.000011074812,0.006948528,0.026297156,0.000006867817,0.00004600023,0.00020437715,0.0001356594,0.004195723,0.9614174,0.00004957473,0.0006748789,0.000012870159],"about_ca_topic_score_codex":0.00066861475,"about_ca_topic_score_gemma":0.0008728947,"teacher_disagreement_score":0.0012669041,"about_ca_system_score_codex":0.00011463796,"about_ca_system_score_gemma":0.00011286397,"threshold_uncertainty_score":0.0042381883},"labels":[],"label_agreement":null},{"id":"W2956349605","doi":"10.18280/rcma.290103","title":"Strength and Performance of Straw Ash Cement Mortar","year":2019,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Heilongjiang Bayi Agricultural University; Chinese Academy of Tropical Agricultural Sciences","keywords":"Straw; Cement; Mortar; Fly ash; Compressive strength; Environmental science; Composite material; Materials science; Geotechnical engineering; Engineering; Agronomy","score_opus":0.03184391030242097,"score_gpt":0.2494637393170677,"score_spread":0.21761982901464672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2956349605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977449,0.00052249274,0.00065742567,0.000010597267,0.0000075156836,0.000005276942,0.00011866808,0.000034834993,0.0008983351],"genre_scores_gemma":[0.99767023,0.00020103905,0.00039209836,0.000007700038,0.0000023139628,0.000001942255,0.00010701131,0.000013146926,0.0016045421],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997073,0.000023579174,0.000017858138,0.000038093836,0.00017377052,0.0000394047],"domain_scores_gemma":[0.99958163,0.00007303545,0.00008411798,0.00003170599,0.00016453756,0.00006490706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038497004,0.00033725923,0.000252142,0.0006381497,0.00019582588,0.00025628973,0.0002313798,0.00029770177,0.0016723004],"category_scores_gemma":[0.00060351007,0.00015303791,0.00027571357,0.00031140278,0.00021524147,0.00022752248,0.0001808259,0.00019144829,0.000623083],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025021637,0.000050656297,0.0038216747,0.00008556884,0.000019067005,0.00006700956,0.00004253631,0.0014567658,0.9877774,0.00008591882,0.00006219041,0.006280865],"study_design_scores_gemma":[0.0000052135065,0.0010464794,0.028786182,0.000010759187,0.00003079813,0.000118636795,0.0000651941,0.0023097752,0.96643126,0.00003530649,0.0011449847,0.0000154712],"about_ca_topic_score_codex":0.0014046063,"about_ca_topic_score_gemma":0.0037672906,"teacher_disagreement_score":0.0016723004,"about_ca_system_score_codex":0.00020434124,"about_ca_system_score_gemma":0.0002244962,"threshold_uncertainty_score":0.0055943727},"labels":[],"label_agreement":null},{"id":"W2958279422","doi":"10.1520/acem20190018","title":"Properties of High-Volume Fly Ash and Slag Cementitious Composites Incorporating Nanosilica and Basalt Fiber Pellets","year":2019,"lang":"en","type":"article","venue":"Advances in Civil Engineering Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Materials science; Composite material; Fly ash; Compressive strength; Toughness; Flexural strength; Portland cement; Basalt fiber; Cementitious; Mortar; Cement; Slag (welding); Pellets; Fiber","score_opus":0.0037825708070609917,"score_gpt":0.17413049816658455,"score_spread":0.17034792735952356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2958279422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99896264,0.0002313174,0.0004963695,0.000003999353,0.0000050414765,0.0000049804044,0.000049435865,0.000013768896,0.00023254986],"genre_scores_gemma":[0.9991874,0.000084642525,0.00035103786,0.0000037080677,0.0000013925253,0.000003456886,0.000060148894,0.000006857133,0.00030139825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981064,0.00001628686,0.000014366073,0.00003300621,0.000094820614,0.000030838284],"domain_scores_gemma":[0.9996301,0.000060578484,0.00013024396,0.000012435915,0.000084648695,0.00008201554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002534515,0.00044520674,0.00018907615,0.00056485855,0.00016050649,0.00021250671,0.00014042828,0.00027210274,0.0006333095],"category_scores_gemma":[0.0002388945,0.00023296296,0.00025515916,0.00022061542,0.0002346854,0.00024163772,0.00013481306,0.00030412202,0.00014392188],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006571015,0.000011849124,0.000527082,0.00002057019,0.000006304075,0.000026197733,0.0000128877045,0.00016739349,0.9986796,0.000010497803,0.0000043388263,0.00046760828],"study_design_scores_gemma":[0.000006283296,0.00046958015,0.017394835,0.0000061002447,0.000028074803,0.000084925356,0.000055354707,0.0013077917,0.9802501,0.000008834575,0.0003793626,0.000008726205],"about_ca_topic_score_codex":0.0012380778,"about_ca_topic_score_gemma":0.0035301903,"teacher_disagreement_score":0.0012380778,"about_ca_system_score_codex":0.00018241374,"about_ca_system_score_gemma":0.00015297196,"threshold_uncertainty_score":0.0024616718},"labels":[],"label_agreement":null},{"id":"W2962717792","doi":"","title":"Validation of Electrical Conductivity Method to Assess Static Stability of SCC","year":2010,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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":"Stability (learning theory); Electrical resistivity and conductivity; Conductivity; Materials science; Computer science; Electrical engineering; Engineering; Physics; Machine learning","score_opus":0.0390992820130827,"score_gpt":0.2885662906365999,"score_spread":0.24946700862351717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962717792","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":[0.8028394,0.0015502791,0.18388246,0.00013176893,0.00031650477,0.00022823959,0.00078093336,0.0013024248,0.008967935],"genre_scores_gemma":[0.9837608,0.0002357004,0.013673582,0.000027242337,0.000016163902,0.000056884892,0.00014812525,0.00004578604,0.0020356826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987105,0.00015104687,0.00006987325,0.00021874021,0.00080082,0.00004903601],"domain_scores_gemma":[0.996837,0.0008489589,0.00018448131,0.0004482193,0.0016154642,0.000065933025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010552227,0.0005102608,0.00032182966,0.0014100624,0.00039730492,0.0006899655,0.0008723746,0.0008500374,0.0020089583],"category_scores_gemma":[0.0027177832,0.00023652948,0.0002466666,0.000605376,0.00051748153,0.00052914524,0.00046189086,0.0003491196,0.00072190526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042215252,0.00015308932,0.013247311,0.00023747211,0.000040378636,0.00017830828,0.00029798975,0.008272896,0.90942186,0.00079322077,0.0006047987,0.066330574],"study_design_scores_gemma":[0.00001693152,0.0004951004,0.011856931,0.00002715058,0.000044196724,0.0002569498,0.00018466126,0.060604412,0.9225993,0.0003465174,0.0035324148,0.000035372283],"about_ca_topic_score_codex":0.0011116676,"about_ca_topic_score_gemma":0.0017337814,"teacher_disagreement_score":0.0020089583,"about_ca_system_score_codex":0.0003572234,"about_ca_system_score_gemma":0.00047362965,"threshold_uncertainty_score":0.0067206025},"labels":[],"label_agreement":null},{"id":"W2965329889","doi":"","title":"Repair of heavily decayed timber piles using Glass Fiber Reinforced Polymers, GFRP, and cementitious grout","year":2001,"lang":"en","type":"dissertation","venue":"Library and Archives Canada (Government of Canada)","topic":"Innovative concrete reinforcement 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":"Grout; Fibre-reinforced plastic; Cementitious; Geotechnical engineering; Materials science; Forensic engineering; Composite material; Cement; Geology; Engineering","score_opus":0.003852107497602175,"score_gpt":0.15822779495734296,"score_spread":0.15437568745974078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965329889","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979601,0.0000828098,0.0016700719,0.000004009187,0.0000066412144,0.000024096267,0.00002813909,0.000035703277,0.00018841357],"genre_scores_gemma":[0.99633336,0.00008771988,0.0029818607,0.0000072778503,0.0000015584327,0.000011512404,0.000045365654,0.0000078729245,0.0005233732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998203,0.000015594316,0.000013555633,0.000028468387,0.000083888415,0.000038142643],"domain_scores_gemma":[0.9997359,0.000039360755,0.000092606926,0.000041191655,0.000037181384,0.000053753723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024901473,0.0005167703,0.00028458957,0.00040843873,0.00029010387,0.00020310118,0.00050430757,0.00034490693,0.0007526858],"category_scores_gemma":[0.00028659575,0.00020188231,0.0003209154,0.00018615458,0.00039228797,0.00029685462,0.0002541622,0.00030882997,0.00017351436],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057723,0.00025482697,0.0016318486,0.00020550183,0.000027825867,0.00051584997,0.00007059734,0.004387456,0.9842406,0.00004882204,0.000029659828,0.008009682],"study_design_scores_gemma":[0.000031694643,0.0074844183,0.013345345,0.00002084871,0.00006180928,0.00062801025,0.00019276288,0.006064839,0.9713216,0.000041246603,0.0007793106,0.000028096882],"about_ca_topic_score_codex":0.0007440424,"about_ca_topic_score_gemma":0.0026090331,"teacher_disagreement_score":0.0007526858,"about_ca_system_score_codex":0.00012288333,"about_ca_system_score_gemma":0.00023802667,"threshold_uncertainty_score":0.0025179982},"labels":[],"label_agreement":null},{"id":"W2969227024","doi":"10.1061/(asce)mt.1943-5533.0002894","title":"Effect of Rubber Aggregate and Binary Mineral Admixtures on Long-Term Properties of Structural Engineered Cementitious Composites","year":2019,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; Toronto Metropolitan University","funders":"","keywords":"Materials science; Silica fume; Metakaolin; Composite material; Cementitious; Ground granulated blast-furnace slag; Curing (chemistry); Sorptivity; Natural rubber; Fly ash; Portland cement; Flexural strength; Styrene-butadiene; Compressive strength; Cement; Styrene; Polymer","score_opus":0.005483324480642576,"score_gpt":0.20588250272588346,"score_spread":0.2003991782452409,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969227024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988423,0.0006266166,0.00022137383,0.0000052469964,0.0000055293362,0.0000049797663,0.000044597342,0.000010977558,0.00023832964],"genre_scores_gemma":[0.9985416,0.0003500785,0.00060816226,0.000009284516,0.0000027106614,0.000006180529,0.00006325108,0.000007544696,0.00041132112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997756,0.000033493132,0.000026083733,0.000050033672,0.00007101127,0.00004379942],"domain_scores_gemma":[0.9997358,0.000058243586,0.00008931283,0.000023148528,0.00004723957,0.000046329806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024284585,0.000391993,0.0002937756,0.0002229784,0.00015234458,0.00022353783,0.00020269453,0.00024485512,0.00057824963],"category_scores_gemma":[0.00032209026,0.00016612081,0.00028293848,0.00016754183,0.00019010293,0.00031764744,0.00023872827,0.00044157545,0.00010635562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002176135,0.000038862436,0.0005881614,0.00006962607,0.000016577193,0.000049985756,0.00003119696,0.00025755836,0.9969633,0.00001275238,0.000008110955,0.0017462398],"study_design_scores_gemma":[0.000003590678,0.000705608,0.00595816,0.0000058425812,0.000037275113,0.000061797444,0.00004043938,0.00036602636,0.99228513,0.0000065414774,0.0005221721,0.0000075640496],"about_ca_topic_score_codex":0.00082569843,"about_ca_topic_score_gemma":0.00243766,"teacher_disagreement_score":0.00082569843,"about_ca_system_score_codex":0.00018815427,"about_ca_system_score_gemma":0.00017540171,"threshold_uncertainty_score":0.0019344687},"labels":[],"label_agreement":null},{"id":"W2969283337","doi":"10.21608/iccae.2016.43423","title":"Experimental Investigation on Mechanical Properties of Shape Memory Alloy Fibre-Reinforced ECC Composite","year":2016,"lang":"en","type":"article","venue":"The International Conference on Civil and Architecture Engineering","topic":"Innovative concrete reinforcement 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":"Western University","funders":"","keywords":"Shape-memory alloy; Composite number; Materials science; Composite material; Alloy","score_opus":0.028876628702395938,"score_gpt":0.21459957041317668,"score_spread":0.18572294171078074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969283337","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970282,0.00027549706,0.0014138243,0.000010333016,0.000011734933,0.000018766932,0.00019748819,0.000016902717,0.0010272252],"genre_scores_gemma":[0.9962721,0.0002508966,0.001805672,0.000011385623,0.0000077513805,0.00003445697,0.00018007906,0.000009851416,0.0014279058],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996722,0.000029599154,0.000017715705,0.00006418777,0.0001670246,0.000049226488],"domain_scores_gemma":[0.99955636,0.00012221756,0.00009536504,0.000047560057,0.00014207927,0.000036506684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037281195,0.00044081424,0.00030037656,0.00034694886,0.00038474423,0.000111374065,0.00020626724,0.00045272004,0.0021734703],"category_scores_gemma":[0.00031152542,0.00016710372,0.00023001032,0.0003536314,0.00028319756,0.0002700769,0.00016593211,0.00041784783,0.00028663318],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061700666,0.00004987855,0.00036542074,0.000056503686,0.0000026391438,0.000043093154,0.000053278243,0.00021022436,0.99819404,0.00002341605,0.00001334074,0.00092641916],"study_design_scores_gemma":[0.00000648397,0.0010895696,0.010943998,0.000007651833,0.00001675917,0.00010231636,0.000080758255,0.0006597476,0.986139,0.000019742065,0.0009221862,0.000011789908],"about_ca_topic_score_codex":0.00043614663,"about_ca_topic_score_gemma":0.0011206623,"teacher_disagreement_score":0.0021734703,"about_ca_system_score_codex":0.00011370093,"about_ca_system_score_gemma":0.00013174592,"threshold_uncertainty_score":0.0072710514},"labels":[],"label_agreement":null},{"id":"W2973472855","doi":"10.1680/jmacr.19.00208","title":"The interplay of abrasion, impact and salt scaling damage in fibre-reinforced concrete","year":2019,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Abrasion (mechanical); Composite material; Scaling; Aggregate (composite); Cement; Salt (chemistry); Chemistry","score_opus":0.016961778664026865,"score_gpt":0.32673029757598704,"score_spread":0.30976851891196017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2973472855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990827,0.0003299015,0.00029464476,0.0000057376274,0.0000040823506,0.000008474717,0.00001713977,0.00000782951,0.00024947483],"genre_scores_gemma":[0.99901736,0.0001518062,0.0002517829,0.000007360739,0.0000023037478,0.000003264866,0.0000214816,0.000003430467,0.00054118264],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967444,0.0000409267,0.000020956908,0.00005293163,0.00015841518,0.00005240189],"domain_scores_gemma":[0.99969435,0.000049407718,0.00010632944,0.000022115597,0.00008974611,0.000038071554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023630384,0.00032820072,0.00037357118,0.0002962617,0.00022665448,0.0002771922,0.00017676587,0.00046950855,0.0009234744],"category_scores_gemma":[0.00036747707,0.00018347765,0.00033668516,0.00012799929,0.00029010166,0.00033613466,0.00025563763,0.00026966678,0.00015734532],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023593188,0.00004208474,0.006342906,0.000106380365,0.000028628827,0.0002465514,0.00020915446,0.0005727792,0.9881644,0.000019716239,0.000015893303,0.00401549],"study_design_scores_gemma":[0.0000071033933,0.002482677,0.17508294,0.00001909093,0.00006759776,0.00068691286,0.0006574279,0.002123539,0.8179986,0.00007692156,0.0007681296,0.000029084053],"about_ca_topic_score_codex":0.0014155282,"about_ca_topic_score_gemma":0.002472335,"teacher_disagreement_score":0.0014155282,"about_ca_system_score_codex":0.00018238382,"about_ca_system_score_gemma":0.000114559814,"threshold_uncertainty_score":0.0030893683},"labels":[],"label_agreement":null},{"id":"W2975061991","doi":"10.1680/jmacr.19.00172","title":"Influence of fibre type on the shear behaviour of engineered cementitious composite beams","year":2019,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Composite material; Cracking; Ductility (Earth science); Beam (structure); Shear (geology); Composite number; Cementitious; Deflection (physics); Ultimate tensile strength; Ultimate load; Structural engineering; Compressive strength; Polypropylene; Cement; Finite element method","score_opus":0.026218069104719185,"score_gpt":0.28810991243503015,"score_spread":0.26189184333031096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2975061991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889153,0.0002656992,0.00051211024,0.0000029162454,0.0000051303973,0.0000044524127,0.00004740597,0.0000071998616,0.000263542],"genre_scores_gemma":[0.998686,0.0001981449,0.0006863609,0.0000069279768,0.000002169635,0.000006611882,0.000045223456,0.0000068304753,0.0003617504],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997284,0.000057233425,0.000030823867,0.00004832581,0.00008989813,0.00004533071],"domain_scores_gemma":[0.9989747,0.00046742894,0.00023433706,0.0000531691,0.00020180474,0.000068548004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000558071,0.00045673476,0.00016732934,0.00041057158,0.00012391586,0.00019175629,0.0001220869,0.00025017984,0.0008558835],"category_scores_gemma":[0.00074109295,0.00025013453,0.00020864085,0.00019944976,0.00022337887,0.00021829201,0.00014884416,0.0002041284,0.00013462384],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018485457,0.000014752325,0.001955889,0.000042488013,0.000010586053,0.00004008285,0.00003591976,0.00078451,0.9952064,0.00001756938,0.000008203391,0.0016987273],"study_design_scores_gemma":[0.0000048877437,0.00077007356,0.023019116,0.000012610027,0.000034143548,0.000060861075,0.000043703218,0.0011941439,0.97447824,0.000012102312,0.0003578887,0.000012214005],"about_ca_topic_score_codex":0.00078585575,"about_ca_topic_score_gemma":0.002992045,"teacher_disagreement_score":0.0008558835,"about_ca_system_score_codex":0.00015612312,"about_ca_system_score_gemma":0.00012858525,"threshold_uncertainty_score":0.0029514432},"labels":[],"label_agreement":null},{"id":"W2983852979","doi":"10.1016/j.conbuildmat.2019.117448","title":"Electrical and microstructural analysis of UHPC containing short PVA fibers","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Materials science; Silica fume; Scanning electron microscope; Composite material; Cement; Fiber; Energy-dispersive X-ray spectroscopy; Microstructure; Penetration (warfare)","score_opus":0.005976893059159995,"score_gpt":0.21953847624455863,"score_spread":0.21356158318539864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2983852979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99754566,0.00011521417,0.00095416483,0.000009176039,0.0000049550845,0.0000034327024,0.00012623874,0.000015766687,0.0012253812],"genre_scores_gemma":[0.9983558,0.000044830944,0.00045708465,0.000004067404,0.0000019610673,0.0000038722483,0.00008249299,0.0000055037744,0.0010443288],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992263,0.000003971153,0.000003131507,0.000018603663,0.000033637058,0.000018066783],"domain_scores_gemma":[0.99984896,0.00003609634,0.0000407617,0.000010799272,0.000050727744,0.0000125293345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000081266684,0.00009398856,0.00006026012,0.00027365435,0.00016017166,0.00012631222,0.000093243696,0.00016886435,0.0015503678],"category_scores_gemma":[0.00015685862,0.000096998054,0.00011768026,0.00027224259,0.00019723203,0.00019198717,0.00007887398,0.00016748674,0.0001205551],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008800856,0.000015315123,0.0011644227,0.000028371293,0.000005685319,0.00007233513,0.00003831087,0.0011989035,0.9948427,0.00013659647,0.000052907188,0.002356423],"study_design_scores_gemma":[0.000003161337,0.00016048938,0.040658943,0.000006418718,0.000015269254,0.00012632806,0.00012589617,0.006265388,0.9513726,0.000055948836,0.0012020775,0.000007514905],"about_ca_topic_score_codex":0.0012959248,"about_ca_topic_score_gemma":0.0021793386,"teacher_disagreement_score":0.0015503678,"about_ca_system_score_codex":0.00015748791,"about_ca_system_score_gemma":0.000078042234,"threshold_uncertainty_score":0.005186498},"labels":[],"label_agreement":null},{"id":"W2985026128","doi":"10.3390/pr7110791","title":"Sustainable Design and Engineering: A Relationship Analysis between Digital Destructive and Non-Destructive Testing Process for Lightweight Concrete","year":2019,"lang":"en","type":"article","venue":"Processes","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":22,"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","funders":"","keywords":"Compressive strength; Materials science; Hammer; Nondestructive testing; Cement; Aggregate (composite); Curing (chemistry); Composite material; Schmidt hammer; Metallurgy","score_opus":0.01952317301861497,"score_gpt":0.23561751240494525,"score_spread":0.21609433938633027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2985026128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5328424,0.0011158691,0.4570696,0.00010307808,0.000024868103,0.00023415788,0.0001585581,0.00054065196,0.00791083],"genre_scores_gemma":[0.9247637,0.0004434591,0.071713395,0.000024704035,0.000008864798,0.0001047201,0.00013378776,0.000033092536,0.0027743382],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99814796,0.00020644246,0.00006447329,0.00024266525,0.0012763011,0.000062185274],"domain_scores_gemma":[0.99879384,0.0003727412,0.0003133651,0.000099546916,0.0003705084,0.0000499459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010382922,0.00049223116,0.00023653464,0.0011514127,0.00020253166,0.0006699417,0.00041891786,0.00039815708,0.0008915281],"category_scores_gemma":[0.0016963029,0.0003403643,0.00040681346,0.00073371374,0.00042799907,0.00084391556,0.00035010083,0.00029966404,0.00034129506],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033968082,0.00064123736,0.068094246,0.0006384314,0.000085566986,0.00033048197,0.0005743198,0.0588594,0.5487879,0.005589122,0.00064550963,0.31541413],"study_design_scores_gemma":[0.000027231981,0.0014622454,0.07926852,0.000038722206,0.0001326717,0.00081498455,0.00040982416,0.39081618,0.51529545,0.005441799,0.0061744787,0.00011785861],"about_ca_topic_score_codex":0.00096503296,"about_ca_topic_score_gemma":0.0013094,"teacher_disagreement_score":0.0011514127,"about_ca_system_score_codex":0.0005776663,"about_ca_system_score_gemma":0.0006764618,"threshold_uncertainty_score":0.0054911375},"labels":[],"label_agreement":null},{"id":"W2996975823","doi":"10.1016/j.conbuildmat.2019.117740","title":"Development of ecological strain-hardening cementitious composites incorporating high-volume ground-glass pozzolans","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Pozzolan; Composite material; Fly ash; Ultimate tensile strength; Flexural strength; Compressive strength; Durability; Strain hardening exponent; Geopolymer; Cementitious; Cement; Portland cement","score_opus":0.008914720857600337,"score_gpt":0.20629743385423766,"score_spread":0.19738271299663732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996975823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9866355,0.0006732829,0.009455368,0.00003136919,0.00004264419,0.000039856524,0.00005396399,0.00013149963,0.0029363495],"genre_scores_gemma":[0.9847311,0.00048292743,0.012128082,0.000014783231,0.000005867232,0.000028508062,0.00008401638,0.000018222205,0.0025065416],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999443,0.0000042887114,0.0000026251194,0.000011894436,0.000023613033,0.000013206169],"domain_scores_gemma":[0.9999312,0.0000053949716,0.000021235437,0.0000045586976,0.000016629794,0.00002097449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000116216725,0.00033218818,0.00012118418,0.00044291012,0.0001438523,0.00021071182,0.00025257198,0.00024580734,0.0007300298],"category_scores_gemma":[0.00009244661,0.00017342207,0.00019320691,0.00019702151,0.00014154585,0.00028210506,0.00017179237,0.00032598048,0.00021095526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002833056,0.000044872268,0.00025296645,0.000056642886,0.0000043213304,0.000056664714,0.000017230383,0.00080785184,0.9944343,0.00039504076,0.00003532503,0.0038665868],"study_design_scores_gemma":[0.000010682534,0.0002854864,0.0028785204,0.0000061865217,0.000018175311,0.00007887071,0.000023074163,0.0036283033,0.99005044,0.00005922017,0.0029528956,0.000008062545],"about_ca_topic_score_codex":0.00052180386,"about_ca_topic_score_gemma":0.0027028648,"teacher_disagreement_score":0.0007300298,"about_ca_system_score_codex":0.00017853583,"about_ca_system_score_gemma":0.00027488754,"threshold_uncertainty_score":0.0024422407},"labels":[],"label_agreement":null},{"id":"W2997091443","doi":"10.15866/irehm.v6i2.17513","title":"Correlating Water Permeability with Ultra-Sonic Pulse Velocity in Cementitious Mortars Subjected to Compressive Stress","year":2018,"lang":"en","type":"article","venue":"International Journal of Earthquake Engineering and Hazard Mitigation (IREHM)","topic":"Innovative concrete reinforcement 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 British Columbia; University of Alberta","funders":"","keywords":"Materials science; Compressive strength; Mortar; Cementitious; Composite material; Permeability (electromagnetism); Volume fraction; Ultrasonic sensor; Cement; Acoustics; Membrane; Chemistry","score_opus":0.006121862518404956,"score_gpt":0.21456521102059142,"score_spread":0.20844334850218646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2997091443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987606,0.00009783495,0.0009743298,0.000006938439,0.0000023247953,0.000004008895,0.000031361582,0.000011872585,0.00011071032],"genre_scores_gemma":[0.9992878,0.00007813254,0.00036343033,0.0000032090509,0.0000016650782,0.0000050261924,0.000035530393,0.0000028158245,0.00022242803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998516,0.000017265827,0.000008517455,0.000030178717,0.000058077985,0.000034456665],"domain_scores_gemma":[0.9993155,0.00025599188,0.00023559608,0.000028119859,0.00011783338,0.00004697698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023946895,0.00025757603,0.00021763529,0.0003851468,0.00014125205,0.0002314248,0.00025565445,0.00040062366,0.0006409926],"category_scores_gemma":[0.00075284584,0.00028912697,0.00017095427,0.00033794768,0.00053910905,0.00035659512,0.00020738124,0.00038158282,0.00017428423],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017135507,0.000023074414,0.0027652935,0.000018365465,0.0000052329992,0.00007304173,0.00007476025,0.000508953,0.9953762,0.000024669755,0.0000059057793,0.0009530305],"study_design_scores_gemma":[0.000005335586,0.0008088224,0.06243486,0.0000053176645,0.000020764888,0.00011730545,0.00017349226,0.0045735026,0.9316791,0.00004571795,0.00011993906,0.000015751437],"about_ca_topic_score_codex":0.0015658299,"about_ca_topic_score_gemma":0.002008011,"teacher_disagreement_score":0.0015658299,"about_ca_system_score_codex":0.0002264389,"about_ca_system_score_gemma":0.00016067261,"threshold_uncertainty_score":0.003113389},"labels":[],"label_agreement":null},{"id":"W2998065634","doi":"10.1139/cjce-2019-0524","title":"Mechanical performance of engineered cementitious composites incorporating recycled glass powder","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":20,"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 Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Fly ash; Composite material; Portland cement; Cementitious; Flexural strength; Ultimate tensile strength; Compressive strength; Composite number; Glass recycling; Cement","score_opus":0.006244336396877812,"score_gpt":0.1731299242156955,"score_spread":0.16688558781881768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998065634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988782,0.00028875278,0.00020099223,0.000007861243,0.000010339343,0.000005191442,0.00009175893,0.000014357686,0.00050255633],"genre_scores_gemma":[0.99870944,0.00015238856,0.00028298094,0.000007745913,0.0000026895573,0.000005857219,0.00009740142,0.000006742544,0.0007346936],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996716,0.000032947246,0.000032633903,0.00004989258,0.00015913804,0.00005382839],"domain_scores_gemma":[0.99953973,0.00010279279,0.00013925594,0.000021269128,0.00012204512,0.0000749595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033514175,0.00048689797,0.00022764075,0.000548906,0.00019505345,0.00018043563,0.00021964301,0.00038685754,0.00170216],"category_scores_gemma":[0.00037508048,0.00024797747,0.00025935945,0.00035529176,0.00024818728,0.00026913843,0.000186386,0.00045605892,0.00025401515],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029802124,0.00006881997,0.00068254245,0.0000750077,0.000011854131,0.00008013135,0.00006264679,0.00066305907,0.99647045,0.000031665328,0.000031114585,0.00152463],"study_design_scores_gemma":[0.000011599282,0.0015740705,0.013555472,0.000014240689,0.000032284606,0.000079369274,0.00009592588,0.0021341394,0.9819342,0.000014964589,0.00053718867,0.000016609278],"about_ca_topic_score_codex":0.0013963026,"about_ca_topic_score_gemma":0.005232367,"teacher_disagreement_score":0.00170216,"about_ca_system_score_codex":0.00020031483,"about_ca_system_score_gemma":0.00017135493,"threshold_uncertainty_score":0.00569427},"labels":[],"label_agreement":null},{"id":"W2998446946","doi":"10.1016/j.conbuildmat.2019.117933","title":"Assessing the quality of concrete – reinforcement interface in Self Compacting Concrete","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":29,"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":"University of Cyprus","keywords":"Reinforcement; Materials science; Slump; Structural engineering; Self-consolidating concrete; Composite material; Interface (matter); Cohesion (chemistry); Rheology; Geotechnical engineering; Engineering; Compressive strength; Wetting","score_opus":0.024311801824843656,"score_gpt":0.31033060862370393,"score_spread":0.28601880679886027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998446946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956055,0.00014007212,0.0038152062,0.0000041191274,0.000002774674,0.000011612468,0.000034330893,0.000024724644,0.0003616556],"genre_scores_gemma":[0.9980268,0.00005208295,0.0015693865,0.0000042400293,0.0000011792093,0.000003970824,0.0000549567,0.0000075474327,0.0002797802],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941397,0.000076052274,0.00003924435,0.00006987366,0.00035593743,0.00004498203],"domain_scores_gemma":[0.99883133,0.00026397387,0.0003573275,0.000052320607,0.00041339445,0.000081604594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008456994,0.00023227099,0.00021074497,0.00097079005,0.00018077454,0.0005000567,0.00027976252,0.0006070915,0.0008509961],"category_scores_gemma":[0.0012712084,0.00027084842,0.00017340023,0.0004209085,0.0003350504,0.00053043343,0.00034814794,0.00034210293,0.00013030115],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062047405,0.00009262276,0.029013943,0.00013591559,0.000038086655,0.00010530354,0.00015715818,0.0038840072,0.9575808,0.00018877733,0.0000438144,0.008139043],"study_design_scores_gemma":[0.00002034637,0.00081967463,0.1445655,0.0000171502,0.00009399314,0.00027640007,0.00034541063,0.025864452,0.82729995,0.00015137778,0.00051757303,0.000028272125],"about_ca_topic_score_codex":0.0008972294,"about_ca_topic_score_gemma":0.0019156273,"teacher_disagreement_score":0.00097079005,"about_ca_system_score_codex":0.00022870766,"about_ca_system_score_gemma":0.00015215848,"threshold_uncertainty_score":0.0044725537},"labels":[],"label_agreement":null},{"id":"W2998466124","doi":"10.1016/j.cemconcomp.2019.103500","title":"Water permeability of Eco-Friendly Ductile Cementitious Composites (EDCC) under an applied compressive stress","year":2019,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"Zhejiang University of Science and Technology; China Scholarship Council","keywords":"Compressive strength; Materials science; Composite material; Permeability (electromagnetism); Durability; Cementitious; Cement; Chemistry","score_opus":0.007181883871349433,"score_gpt":0.20329518923838819,"score_spread":0.19611330536703875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998466124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99885905,0.00014180626,0.00025214642,0.000017203543,0.00001028028,0.0000031202894,0.00010070272,0.000011438214,0.00060429925],"genre_scores_gemma":[0.99932337,0.00005596123,0.000111190035,0.000005902693,0.000002313877,0.0000021873398,0.000040763905,0.000002738533,0.00045558572],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986506,0.000014903562,0.0000069962666,0.000028050743,0.000043710363,0.00004120519],"domain_scores_gemma":[0.99983037,0.000060616396,0.0000445129,0.000007696051,0.00003853858,0.000018281426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016476179,0.00021777271,0.00014769967,0.00017495306,0.00017458445,0.00018712821,0.00013381497,0.00027468766,0.0016910867],"category_scores_gemma":[0.00027400343,0.00016567379,0.00013978302,0.00020045335,0.0002650061,0.00034798682,0.00011216413,0.00036146995,0.0001521064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032098358,0.000027304479,0.0005179123,0.000055166507,0.0000047854246,0.00009945068,0.000060579365,0.00071101286,0.9969361,0.0001279709,0.0000690747,0.0010696433],"study_design_scores_gemma":[0.000005925595,0.00017507492,0.0040343953,0.0000035624148,0.000007841205,0.00003872377,0.00007517824,0.003333823,0.9918459,0.000040194718,0.0004301761,0.000009242827],"about_ca_topic_score_codex":0.001858709,"about_ca_topic_score_gemma":0.0030843152,"teacher_disagreement_score":0.001858709,"about_ca_system_score_codex":0.00020351796,"about_ca_system_score_gemma":0.00018602806,"threshold_uncertainty_score":0.005657196},"labels":[],"label_agreement":null},{"id":"W3003353251","doi":"10.1617/s11527-020-1445-7","title":"Evaluation of thermal conductivity of cement-based foam reinforced with polypropylene fibers","year":2020,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Metakaolin; Pozzolan; Polypropylene; Composite material; Silica fume; Porosity; Fly ash; Thermal conductivity; Cement; Fiber; Portland cement","score_opus":0.028676579065054976,"score_gpt":0.2355615605437632,"score_spread":0.20688498147870824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3003353251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981799,0.00028221984,0.0010902113,0.000005950018,0.0000061548963,0.0000049930404,0.00003230448,0.000008732318,0.0003894127],"genre_scores_gemma":[0.99903846,0.00010473266,0.00048920163,0.0000022569543,0.0000017430415,0.0000034523448,0.000027022837,0.0000035839391,0.00032952844],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976164,0.000051591614,0.000011282768,0.000039334864,0.00009876814,0.000037307796],"domain_scores_gemma":[0.999589,0.0001605287,0.000075466305,0.00002130213,0.00012325043,0.00003050109],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002735638,0.00024408849,0.00014215277,0.00024715392,0.00013297459,0.00016607363,0.000121383666,0.00026087524,0.0005074235],"category_scores_gemma":[0.0005091104,0.00011161944,0.00020188116,0.0001836201,0.00020395932,0.0002911601,0.00011816165,0.00019427131,0.000084489526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002828022,0.00002926693,0.0008531695,0.000046165493,0.0000062018894,0.00004356836,0.000039421742,0.0007128987,0.99586236,0.00004593567,0.000013632002,0.0020645089],"study_design_scores_gemma":[0.0000040262576,0.00031922845,0.003530024,0.000003969851,0.000014187653,0.000038722927,0.000032151947,0.0027851516,0.9930576,0.000012205341,0.00019694646,0.000005781296],"about_ca_topic_score_codex":0.00053514127,"about_ca_topic_score_gemma":0.000833623,"teacher_disagreement_score":0.00053514127,"about_ca_system_score_codex":0.00017768855,"about_ca_system_score_gemma":0.00013647536,"threshold_uncertainty_score":0.0016974807},"labels":[],"label_agreement":null},{"id":"W3003935484","doi":"10.5539/mas.v14n2p86","title":"The Effect of Steel Fiber and Internally Curing on the Strength of Self-Consolidated Concrete","year":2020,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovative concrete reinforcement 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":"Materials science; Ultimate tensile strength; Curing (chemistry); Compressive strength; Composite material; Aggregate (composite); Fiber","score_opus":0.00850849084785482,"score_gpt":0.20706378691960636,"score_spread":0.19855529607175154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3003935484","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908376,0.00022599753,0.00024071083,0.0000044516346,0.0000034254642,0.0000032523972,0.000022357888,0.00000831513,0.00040763852],"genre_scores_gemma":[0.99849916,0.00014657555,0.0005065011,0.000007822758,0.0000023935227,0.000002336911,0.000039450722,0.0000063225384,0.0007894669],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997688,0.00003517043,0.000016223132,0.000041110165,0.00010208318,0.000036569298],"domain_scores_gemma":[0.9993837,0.00015164883,0.00018852334,0.000036293644,0.00013398658,0.00010582384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023011322,0.00037879188,0.00020842909,0.00022893409,0.00008930734,0.00013879381,0.00021671735,0.00019265503,0.0012218545],"category_scores_gemma":[0.0003597536,0.00017046156,0.00027249995,0.00012203034,0.00021947491,0.00020338004,0.00015774641,0.00035632262,0.00015462913],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003742517,0.00007352401,0.0015553408,0.00007439076,0.000018246537,0.000050115927,0.000040366904,0.00040812232,0.99465007,0.00002783998,0.000011790303,0.0027160454],"study_design_scores_gemma":[0.000006828929,0.0014019693,0.0150548415,0.000007914915,0.000044796852,0.000054524135,0.00003706755,0.0007863956,0.9822343,0.0000097498205,0.00035469804,0.0000069647203],"about_ca_topic_score_codex":0.0010765628,"about_ca_topic_score_gemma":0.002684862,"teacher_disagreement_score":0.0012218545,"about_ca_system_score_codex":0.00015627593,"about_ca_system_score_gemma":0.00020153612,"threshold_uncertainty_score":0.0040875673},"labels":[],"label_agreement":null},{"id":"W3006050418","doi":"10.1016/j.mechmat.2020.103351","title":"Recycled tires shreds based polyurethane binder: Production and characterization","year":2020,"lang":"en","type":"article","venue":"Mechanics of Materials","topic":"Innovative concrete reinforcement 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":"Université Laval","funders":"Moroccan Foundation for Advanced Science, Innovation and Research; Centre National pour la Recherche Scientifique et Technique","keywords":"Materials science; Composite material; Natural rubber; Polyurethane; Adhesive; Elastomer; Composite number; Surface roughness","score_opus":0.016538189556800326,"score_gpt":0.20138788292222948,"score_spread":0.18484969336542914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3006050418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9869059,0.0012807851,0.008069948,0.000036631696,0.0000107120495,0.000050896644,0.00036564507,0.00021452621,0.0030650115],"genre_scores_gemma":[0.9869233,0.00073490676,0.0067229727,0.000011602668,0.0000046087966,0.000029317305,0.00040198182,0.000051496085,0.0051199165],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957556,0.000029996929,0.00002066706,0.000065121196,0.000272432,0.00003627974],"domain_scores_gemma":[0.9998103,0.000032596752,0.000051547253,0.00003129267,0.00005502237,0.000019309511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028828415,0.0003100664,0.0002473793,0.0005989239,0.00023129111,0.00036456663,0.00043150914,0.00037764368,0.0011580498],"category_scores_gemma":[0.00037166313,0.00020706412,0.0002492506,0.0006164355,0.00026039963,0.00032368232,0.00020087963,0.00044846584,0.0005758615],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000075395576,0.000065041124,0.00050677557,0.00010869177,0.000009231895,0.00012355967,0.00007033011,0.0010130868,0.98833525,0.00012110743,0.00007638717,0.009495105],"study_design_scores_gemma":[0.000004750137,0.00015575242,0.0019781964,0.000007031619,0.00001151051,0.00009285743,0.00003336265,0.001458575,0.99345326,0.000023842895,0.002773536,0.0000073729534],"about_ca_topic_score_codex":0.0011481812,"about_ca_topic_score_gemma":0.0028978982,"teacher_disagreement_score":0.0011580498,"about_ca_system_score_codex":0.00032946697,"about_ca_system_score_gemma":0.00038355496,"threshold_uncertainty_score":0.0038740635},"labels":[],"label_agreement":null},{"id":"W3008248640","doi":"10.1061/(asce)mt.1943-5533.0003104","title":"Use of Polymeric Fibers in the Development of Semilightweight Self-Consolidating Concrete Containing Expanded Slate","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Composite material; Polypropylene; Aggregate (composite); Flexural strength; Polyvinyl alcohol; Fiber; Self-consolidating concrete; Compressive strength","score_opus":0.027863357335607308,"score_gpt":0.22288223724697395,"score_spread":0.19501887991136665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008248640","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940584,0.001024894,0.003904556,0.0000142277895,0.0000081577655,0.000054475295,0.000047691974,0.000046838937,0.0008407287],"genre_scores_gemma":[0.98695624,0.00085774035,0.011272285,0.000011315759,0.0000046176397,0.00003430945,0.00011339575,0.000020953172,0.0007292743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996111,0.000051229246,0.000041162246,0.00007260072,0.0001825081,0.000041487576],"domain_scores_gemma":[0.9997129,0.00003467557,0.00012796011,0.000018131734,0.000057330322,0.000048945694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003607984,0.0006860374,0.0002590925,0.0005773393,0.00014562077,0.0003680087,0.00028669686,0.00031471357,0.00050634117],"category_scores_gemma":[0.00032708966,0.00021543467,0.00033597302,0.00026922542,0.00018896206,0.00042336705,0.00037777258,0.0003911018,0.00021417734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007238219,0.00007508175,0.000842883,0.00011991075,0.000014187384,0.00006767557,0.00001852029,0.0011265147,0.9916618,0.000041165385,0.00001007336,0.00594987],"study_design_scores_gemma":[0.0000057641887,0.00084053696,0.0028157525,0.000019434185,0.00004063184,0.00009616844,0.000019120484,0.0010889438,0.9938824,0.000010601551,0.0011730893,0.0000075041307],"about_ca_topic_score_codex":0.00060198567,"about_ca_topic_score_gemma":0.0031858191,"teacher_disagreement_score":0.0006860374,"about_ca_system_score_codex":0.00021379742,"about_ca_system_score_gemma":0.00027131752,"threshold_uncertainty_score":0.0019081235},"labels":[],"label_agreement":null},{"id":"W3008947596","doi":"10.1016/j.jobe.2020.101291","title":"Structural performance of fiber reinforced lightweight self-compacting concrete beams subjected to accelerated corrosion","year":2020,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":41,"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","keywords":"Durability; Materials science; Corrosion; High-density polyethylene; Composite material; Spall; Cracking; Beam (structure); Toughness; Ductility (Earth science); Flexural strength; Structural engineering; Polyethylene; Creep","score_opus":0.014890097977275338,"score_gpt":0.22191363926640462,"score_spread":0.20702354128912928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008947596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99893683,0.00033932034,0.00036529984,0.000007597469,0.000009626393,0.0000043517684,0.0000750626,0.00001589831,0.00024598025],"genre_scores_gemma":[0.99801755,0.00030162215,0.0004673589,0.000010387139,0.000002313612,0.000006902533,0.000121335914,0.000006843914,0.0010657504],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973553,0.000019933172,0.000019657178,0.00003733245,0.00014692397,0.000040621653],"domain_scores_gemma":[0.9994543,0.00008639084,0.00014676224,0.00003375206,0.00022667312,0.000052048974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048049755,0.00055480265,0.0003417916,0.0004680061,0.00019863425,0.00016289476,0.0003145333,0.0004595113,0.001255084],"category_scores_gemma":[0.00036787544,0.00028241184,0.00038567407,0.00024974396,0.00024484927,0.00025390717,0.00019060096,0.00036524373,0.00025872595],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017768574,0.000031578344,0.0030961633,0.00007935276,0.000015586922,0.0001024397,0.00010970781,0.0015494471,0.99126476,0.00003177434,0.00006033898,0.0034811331],"study_design_scores_gemma":[0.000008137555,0.0016630393,0.034513425,0.000028382521,0.00006244503,0.00012367891,0.0001982859,0.006674147,0.95594645,0.000022177113,0.00073705026,0.000022809107],"about_ca_topic_score_codex":0.0022089856,"about_ca_topic_score_gemma":0.005583136,"teacher_disagreement_score":0.0022089856,"about_ca_system_score_codex":0.00021663451,"about_ca_system_score_gemma":0.00020848177,"threshold_uncertainty_score":0.004392326},"labels":[],"label_agreement":null},{"id":"W3011974128","doi":"10.14455/isec.res.2017.223","title":"SUSTAINABLE ULTRA-HIGH-PERFORMANCE GLASS CONCRETE FOR INFRASTRUCTURES","year":2017,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Innovative concrete reinforcement 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":"Fineness; Materials science; Quartz; Compressive strength; Glass recycling; Composite material; Cement; Mechanical strength","score_opus":0.004087336106347748,"score_gpt":0.20153417520512706,"score_spread":0.1974468390987793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011974128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7435935,0.015871031,0.11546481,0.0021969785,0.0003929642,0.00036555374,0.0007535977,0.0010379173,0.120323665],"genre_scores_gemma":[0.9516981,0.0037898826,0.026537651,0.00007267128,0.00002068226,0.000037355567,0.0002372003,0.000037812846,0.01756875],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978465,0.00002031658,0.0000066328803,0.000022700562,0.00012535097,0.00004024586],"domain_scores_gemma":[0.99994874,0.0000034240643,0.00000998092,0.000007682252,0.000017106304,0.000012920781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001628196,0.00033542895,0.00011270846,0.0006065585,0.00043354143,0.00054705155,0.0003140841,0.0005815604,0.002692559],"category_scores_gemma":[0.000090571244,0.00011754379,0.0002966679,0.000420802,0.0002889765,0.0005805154,0.0006805067,0.00034125728,0.00081582996],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009658594,0.00010851821,0.0027170018,0.00056212954,0.00002790555,0.00067822647,0.00021041476,0.01061903,0.84277284,0.021376936,0.0025939923,0.11823636],"study_design_scores_gemma":[0.00002903381,0.0008101572,0.01087488,0.0002378472,0.000062937586,0.0012040442,0.0008071899,0.015198404,0.64261186,0.0072377296,0.32086846,0.000057350702],"about_ca_topic_score_codex":0.0034290957,"about_ca_topic_score_gemma":0.016177429,"teacher_disagreement_score":0.0034290957,"about_ca_system_score_codex":0.0011433575,"about_ca_system_score_gemma":0.0010637612,"threshold_uncertainty_score":0.009007454},"labels":[],"label_agreement":null},{"id":"W3012112616","doi":"10.1016/j.jclepro.2020.121113","title":"Mechanical performance of engineered cementitious composite incorporating glass as aggregates","year":2020,"lang":"en","type":"article","venue":"Journal of Cleaner Production","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":93,"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 Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Flexural strength; Ultimate tensile strength; Composite material; Aggregate (composite); Cementitious; Durability; Compressive strength; Glass recycling; Composite number; Glass fiber; Environmentally friendly; Cement","score_opus":0.013476062591314212,"score_gpt":0.21107002663124258,"score_spread":0.19759396403992838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012112616","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99934894,0.00006653442,0.00021225914,0.000005992542,0.000006937728,0.000002443246,0.00006195719,0.000013275017,0.000281669],"genre_scores_gemma":[0.9989524,0.0000317597,0.00017069932,0.000004280422,0.0000014748764,0.0000018180883,0.00006483095,0.000003910161,0.0007687505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979705,0.000017692812,0.000014734885,0.000036111476,0.00008642756,0.000047982034],"domain_scores_gemma":[0.9997142,0.00006004714,0.00006714406,0.000013389132,0.00009056417,0.000054674067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022096085,0.00030625507,0.0001546713,0.00028899906,0.00017825566,0.00015731786,0.00018276647,0.00033295865,0.0021742303],"category_scores_gemma":[0.00026420283,0.00017455033,0.00022232074,0.00018292546,0.00024767927,0.00014380444,0.0001240168,0.0002847831,0.00023806933],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033872944,0.000035856632,0.0005164298,0.000024390101,0.0000065663603,0.000048091657,0.000026159574,0.0007386159,0.9975321,0.00002323984,0.000024644867,0.00068526226],"study_design_scores_gemma":[0.000009693389,0.00076096697,0.0086687505,0.000002601194,0.000019175384,0.000029861812,0.000045727258,0.002891237,0.98727673,0.000009921879,0.00027573438,0.000009645602],"about_ca_topic_score_codex":0.0018572119,"about_ca_topic_score_gemma":0.0039032046,"teacher_disagreement_score":0.0021742303,"about_ca_system_score_codex":0.00021308128,"about_ca_system_score_gemma":0.00019611175,"threshold_uncertainty_score":0.007273495},"labels":[],"label_agreement":null},{"id":"W3012996751","doi":"10.1088/1755-1315/445/1/012032","title":"Effect of crumb rubber aggregate on the performance of cementitious composites: A review","year":2020,"lang":"en","type":"review","venue":"IOP Conference Series Earth and Environmental Science","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Crumb rubber; Aggregate (composite); Materials science; Composite material; Cementitious; Natural rubber; Durability; Composite number; Cement","score_opus":0.01522568798454834,"score_gpt":0.23028844364047346,"score_spread":0.21506275565592511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012996751","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":[0.00048178819,0.998657,0.000084194835,0.000060847706,0.00008645036,0.0000047489966,0.000021494421,0.000005346737,0.00059814757],"genre_scores_gemma":[0.0021055527,0.9972408,0.00013444663,0.000053391068,0.00005228225,0.0000063143234,0.000024299316,0.000001441783,0.00038154857],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997217,0.000028682845,0.00004870627,0.00006401647,0.00011405012,0.000022819835],"domain_scores_gemma":[0.999141,0.0003998513,0.00017324463,0.000019783714,0.00023023154,0.000035796627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065641693,0.0010313469,0.0013847841,0.0037665302,0.0002706613,0.0010186989,0.0007380444,0.0008924098,0.0029237221],"category_scores_gemma":[0.0009970436,0.00046898946,0.0008070981,0.004029074,0.00032192204,0.0011801751,0.00046933806,0.0007667036,0.0008843008],"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":[0.00013308175,0.00020111637,0.00044177237,0.10387875,0.00028905846,0.00022025165,0.00013032167,0.0010526495,0.00804592,0.0030863145,0.013168274,0.86935246],"study_design_scores_gemma":[0.000020294618,0.0004831375,0.0026742427,0.017050363,0.0008998818,0.001124662,0.00019015756,0.00040990172,0.006759211,0.0013097668,0.9690225,0.000055890014],"about_ca_topic_score_codex":0.0014015203,"about_ca_topic_score_gemma":0.0020247858,"teacher_disagreement_score":0.0037665302,"about_ca_system_score_codex":0.0004249318,"about_ca_system_score_gemma":0.0010817951,"threshold_uncertainty_score":0.009780824},"labels":[],"label_agreement":null},{"id":"W3016553405","doi":"10.11283/jlwa.58.138s","title":"Design and Fabrication of Bridge Decks made from Extruded Aluminium","year":2020,"lang":"en","type":"article","venue":"軽金属溶接","topic":"Innovative concrete reinforcement 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":"Université Laval","funders":"","keywords":"Aluminium; Bridge (graph theory); Fabrication; Engineering drawing; Forensic engineering; Engineering; Construction engineering; Metallurgy; Materials science","score_opus":0.04023113866807755,"score_gpt":0.22738100119323912,"score_spread":0.18714986252516158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3016553405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85457987,0.0010721406,0.11867035,0.00015505668,0.00026355436,0.00042792765,0.00052135513,0.0006169667,0.023692839],"genre_scores_gemma":[0.8441984,0.00062529923,0.14576301,0.000036081456,0.00002080224,0.0002043795,0.00037262822,0.00008410562,0.008695133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968684,0.000018949337,0.000015763939,0.000049238242,0.00018733312,0.000041956428],"domain_scores_gemma":[0.9997594,0.000027006696,0.000053611224,0.000035638637,0.000098396835,0.000025919155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038451087,0.00041745364,0.00039891654,0.00054089323,0.0004168673,0.00056764105,0.0009104741,0.0006155836,0.0012869322],"category_scores_gemma":[0.00036897304,0.0005002782,0.00033124452,0.00027269407,0.00035845186,0.00032868545,0.00034722761,0.0004463826,0.0005237178],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018270746,0.00016235546,0.0017187997,0.00078271335,0.00005345221,0.0004600479,0.0002619116,0.043086085,0.90968573,0.005294046,0.0013284135,0.036983714],"study_design_scores_gemma":[0.000109877685,0.0012998357,0.013448637,0.000070621056,0.000081683684,0.00081363175,0.00020487858,0.05268671,0.901163,0.000841955,0.02921774,0.000061493294],"about_ca_topic_score_codex":0.00051061093,"about_ca_topic_score_gemma":0.0018648613,"teacher_disagreement_score":0.0012869322,"about_ca_system_score_codex":0.00048545466,"about_ca_system_score_gemma":0.0009208566,"threshold_uncertainty_score":0.004305184},"labels":[],"label_agreement":null},{"id":"W3022679707","doi":"","title":"Pour une solution durable du renforcement des infrastructures par grilles en fibre de verre","year":2019,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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":"Colas (Canada)","funders":"Agence Nationale de la Recherche","keywords":"Humanities; Political science; Art","score_opus":0.010608668211952115,"score_gpt":0.2167438671844157,"score_spread":0.2061351989724636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022679707","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":[0.06819983,0.0016256496,0.8990607,0.0025624544,0.0007700057,0.00028238457,0.0002218367,0.0009992773,0.026277883],"genre_scores_gemma":[0.5340017,0.0016379617,0.33781758,0.00041902656,0.00048298566,0.0004525804,0.00055043085,0.0004930804,0.12414476],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99845266,0.00026406307,0.000048797825,0.000399844,0.0006052817,0.00022933514],"domain_scores_gemma":[0.99915516,0.00035587326,0.00007090031,0.00010566956,0.00020675546,0.00010569043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013026015,0.0018319434,0.0010896755,0.0008524042,0.0014320421,0.0031166805,0.0012349314,0.004297863,0.011487241],"category_scores_gemma":[0.0026732297,0.00055597146,0.0013960081,0.00043789906,0.0012938541,0.00252684,0.0013956712,0.0033599494,0.002076467],"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":[0.00044145164,0.0003561721,0.0013967267,0.00052259327,0.00020312391,0.00090537546,0.00058040424,0.61758244,0.07922975,0.13863459,0.0078025437,0.15234484],"study_design_scores_gemma":[0.00015906544,0.00039801892,0.0015829743,0.00015451343,0.0000641839,0.00042079686,0.0004901362,0.8787672,0.023048375,0.032618083,0.06221583,0.00008074377],"about_ca_topic_score_codex":0.02077926,"about_ca_topic_score_gemma":0.018375441,"teacher_disagreement_score":0.02077926,"about_ca_system_score_codex":0.0022840784,"about_ca_system_score_gemma":0.002616607,"threshold_uncertainty_score":0.04131663},"labels":[],"label_agreement":null},{"id":"W3025267406","doi":"10.1016/j.engstruct.2020.110746","title":"Factors affecting bond between precast concrete and cast in place ultra high performance concrete (UHPC)","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":105,"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":"Precast concrete; Materials science; Bond strength; Composite material; Direct shear test; Cohesion (chemistry); Curing (chemistry); Aggregate (composite); Ultimate tensile strength; Structural engineering; Adhesive; Shear (geology); Engineering","score_opus":0.015036381639490597,"score_gpt":0.2035430264515693,"score_spread":0.1885066448120787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3025267406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991916,0.00007045552,0.00009463294,0.000010084,0.0000027375297,0.000011724672,0.00004938979,0.000003195958,0.00056624215],"genre_scores_gemma":[0.9990707,0.0000535652,0.00009365094,0.0000095172945,0.0000024424774,0.000005528871,0.00009130963,0.0000029610005,0.00067034],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994199,0.00013632467,0.000038549293,0.00010479084,0.00015394358,0.00014648226],"domain_scores_gemma":[0.99711776,0.0013182164,0.0006114666,0.00010162817,0.00047138022,0.00037956194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069894176,0.00029702025,0.00028338228,0.0006268101,0.0005621642,0.0008460238,0.00032394784,0.0005232667,0.0047592903],"category_scores_gemma":[0.0030084737,0.00028072865,0.0002721297,0.00071747473,0.00072115444,0.0003779536,0.0002384701,0.0006010575,0.00060470245],"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":[0.0066371416,0.001324977,0.61257917,0.0001714423,0.00020305564,0.0013068746,0.0016560493,0.0015038634,0.36245996,0.00071907614,0.00040912532,0.011029322],"study_design_scores_gemma":[0.00002066285,0.0017489871,0.9449365,0.000017483899,0.00014149181,0.0005988481,0.002025263,0.0010042625,0.048128977,0.00018104138,0.0011758717,0.000020538802],"about_ca_topic_score_codex":0.00854614,"about_ca_topic_score_gemma":0.0114561645,"teacher_disagreement_score":0.00854614,"about_ca_system_score_codex":0.00060133624,"about_ca_system_score_gemma":0.00088556734,"threshold_uncertainty_score":0.016992807},"labels":[],"label_agreement":null},{"id":"W3025927186","doi":"10.3390/jcs4020053","title":"Characterization of Enhanced ITZ in Engineered Polypropylene Fibers for Bond Improvement","year":2020,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Metakaolin; Composite material; Polypropylene; Silica fume; Mortar; Ultimate tensile strength; Compressive strength; Cementitious; Fiber; Pozzolan; Porosity; Bond strength; Cement; Layer (electronics); Portland cement","score_opus":0.010457756848208296,"score_gpt":0.22280208655661457,"score_spread":0.21234432970840628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3025927186","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959169,0.00050872075,0.002938005,0.0000070805004,0.000005620533,0.00002260097,0.00011247169,0.000019456424,0.00046922127],"genre_scores_gemma":[0.9938274,0.00036656958,0.00443197,0.00001105674,0.0000027097333,0.00003056476,0.00014755514,0.000018988265,0.0011631235],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984336,0.000018071312,0.000009404878,0.00003831049,0.00006707715,0.000023706561],"domain_scores_gemma":[0.99974674,0.00004800479,0.000093002134,0.000014749581,0.00006984996,0.000027752587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002667982,0.00034090856,0.00012236557,0.00034798932,0.00012174755,0.0001874829,0.00011530583,0.00023001671,0.000663834],"category_scores_gemma":[0.00033349078,0.00013791346,0.00018642917,0.00026850819,0.00013078876,0.00026305392,0.00010834143,0.00026401802,0.0001560252],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031038555,0.000010817936,0.00034203468,0.000025151086,0.000003243775,0.000024087061,0.000022020338,0.00011219159,0.9982003,0.000016289714,0.0000052523924,0.0012075244],"study_design_scores_gemma":[0.0000023494924,0.00021463018,0.00781468,0.000005835438,0.000018012062,0.000045615023,0.000039625047,0.00051908864,0.9907223,0.000010333341,0.00060320145,0.00000430261],"about_ca_topic_score_codex":0.00045107215,"about_ca_topic_score_gemma":0.0013136788,"teacher_disagreement_score":0.000663834,"about_ca_system_score_codex":0.00010682072,"about_ca_system_score_gemma":0.00008353992,"threshold_uncertainty_score":0.0022208095},"labels":[],"label_agreement":null},{"id":"W3031084027","doi":"10.1007/s12633-020-00532-z","title":"Development of Eco-Friendly Basalt Fibre Reinforced Cementitious Composites Using Taguchi Method","year":2020,"lang":"en","type":"article","venue":"Silicon","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":12,"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 Windsor","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Environmentally friendly; Portland cement; Taguchi methods; Composite material; Flexural strength; Fly ash; Cementitious; Basalt fiber; Ultimate tensile strength; Ductility (Earth science); Composite number; Cement; Fiber","score_opus":0.02705890988491949,"score_gpt":0.26428732783133757,"score_spread":0.23722841794641808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3031084027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88137186,0.0020891812,0.11151706,0.000079246594,0.0000826314,0.00015328854,0.00012621935,0.00031736447,0.004263273],"genre_scores_gemma":[0.9084287,0.0014446715,0.08599776,0.000041896867,0.000012788672,0.0000736433,0.00012683506,0.000046503417,0.0038272175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998454,0.000014245612,0.0000122297615,0.000023356239,0.00008208767,0.000022579428],"domain_scores_gemma":[0.99991095,0.00001628699,0.000025341518,0.0000066986136,0.000025861897,0.000014791999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021179688,0.00048444673,0.00026691522,0.00035452744,0.00012515753,0.0002471763,0.00018585182,0.000269557,0.00032607964],"category_scores_gemma":[0.00013910423,0.00020837365,0.000346295,0.00023811882,0.00014725432,0.0002563963,0.00016352926,0.00048119447,0.00021312294],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012717042,0.000014893132,0.00005237765,0.00003951252,0.0000026408752,0.000027686287,0.000009784905,0.0004044734,0.996516,0.000094975185,0.000010324517,0.0028146391],"study_design_scores_gemma":[0.000002138353,0.0000686755,0.0003452312,0.0000024952385,0.000008214299,0.0000336418,0.000005951431,0.0013265631,0.99737394,0.00001361169,0.0008154671,0.000004093813],"about_ca_topic_score_codex":0.000457768,"about_ca_topic_score_gemma":0.0027370139,"teacher_disagreement_score":0.00048444673,"about_ca_system_score_codex":0.00017841668,"about_ca_system_score_gemma":0.000351803,"threshold_uncertainty_score":0.0012944937},"labels":[],"label_agreement":null},{"id":"W3037367853","doi":"10.1061/(asce)cr.1943-5495.0000226","title":"Effect of Cold Temperatures on Performance of Concrete under Impact Loading","year":2020,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Metakaolin; Silica fume; Materials science; Flexural strength; Aggregate (composite); Composite material; Fly ash; Compressive strength; Impact resistance; Self-consolidating concrete","score_opus":0.009237886834537185,"score_gpt":0.22963798628058657,"score_spread":0.22040009944604938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037367853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987606,0.00029431868,0.0005222531,0.0000076267097,0.000007025424,0.000007948877,0.000050445808,0.000025204785,0.00032457194],"genre_scores_gemma":[0.99894494,0.00014763896,0.00031374596,0.000009243412,0.0000041459275,0.0000058766805,0.000093068025,0.000014582634,0.00046682608],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994337,0.00006355404,0.000043272186,0.0001241182,0.0002352315,0.00010016682],"domain_scores_gemma":[0.99935573,0.00014859215,0.0001766864,0.00006057936,0.00012971653,0.0001286418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034050416,0.0005695476,0.000481219,0.00036788316,0.0002456497,0.00035764373,0.00027679556,0.00041395568,0.0016169986],"category_scores_gemma":[0.00071646174,0.00026215182,0.0003892749,0.00017774192,0.0003571468,0.00044422873,0.00035198833,0.00045209,0.00036925735],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053754845,0.000038129947,0.002032079,0.00007277508,0.000022008651,0.0000839373,0.000052817566,0.00095742056,0.9944142,0.000014288575,0.0000118818725,0.0017627805],"study_design_scores_gemma":[0.000008056214,0.0015542322,0.021329118,0.0000093231165,0.000051632414,0.00009776102,0.000073067764,0.0009112169,0.97564334,0.000013246019,0.00029289525,0.000016106596],"about_ca_topic_score_codex":0.0009196557,"about_ca_topic_score_gemma":0.0015950083,"teacher_disagreement_score":0.0016169986,"about_ca_system_score_codex":0.00021932344,"about_ca_system_score_gemma":0.00016411315,"threshold_uncertainty_score":0.00540936},"labels":[],"label_agreement":null},{"id":"W3038939099","doi":"10.1061/(asce)cf.1943-5509.0001500","title":"Field Applications of Basalt Fiber Materials for Rehabilitation of Deteriorated Concrete Structures","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Windsor Clinical Research; University of Windsor","funders":"","keywords":"Basalt fiber; Civil engineering; Basalt; Rehabilitation; Engineering; Construction engineering; Forensic engineering; Environmental science; Fiber; Materials science; Geology; Composite material","score_opus":0.01012220612319277,"score_gpt":0.22040734744642176,"score_spread":0.210285141323229,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3038939099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929484,0.0010739459,0.00229247,0.00002877522,0.000008405029,0.00014402905,0.000060855942,0.000021351812,0.0034217972],"genre_scores_gemma":[0.9897077,0.0013673479,0.00695123,0.000013789385,0.000003745229,0.000029864994,0.00006532253,0.000005579832,0.0018554257],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997762,0.000035093894,0.000008912392,0.00002882822,0.00011693336,0.000034042077],"domain_scores_gemma":[0.99978083,0.00002533793,0.000040788553,0.000015910939,0.00010211693,0.000035050914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048672306,0.00046940474,0.00025103166,0.0011449303,0.00067902316,0.00041425845,0.00034869334,0.00034525714,0.0011822027],"category_scores_gemma":[0.00027161208,0.000111820584,0.00023886374,0.00046586007,0.00032631255,0.00026484494,0.00022396982,0.00028068156,0.0002358948],"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":[0.0005656572,0.0008089559,0.009961147,0.00061736524,0.000022560022,0.0006983616,0.0006449362,0.0022120087,0.9255143,0.00036233492,0.0002224266,0.058369987],"study_design_scores_gemma":[0.000072903276,0.010320968,0.08463835,0.00020144449,0.000112601556,0.0014146821,0.0019554866,0.0021383115,0.8874475,0.00022454996,0.011429949,0.000043371918],"about_ca_topic_score_codex":0.0076256115,"about_ca_topic_score_gemma":0.04176681,"teacher_disagreement_score":0.0076256115,"about_ca_system_score_codex":0.00076307415,"about_ca_system_score_gemma":0.0006225381,"threshold_uncertainty_score":0.015162468},"labels":[],"label_agreement":null},{"id":"W3041591662","doi":"10.21838/uhpc.2016.35","title":"Green Ultra-High-Performance Glass Concrete","year":2016,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Rheology; Materials science; Flexural strength; Composite material; Slump; Quartz; Fineness; Curing (chemistry); Silica fume; Compressive strength; Cement; Mechanical strength","score_opus":0.00968974367824422,"score_gpt":0.1991895411347697,"score_spread":0.18949979745652548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041591662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9527022,0.0018536749,0.0329425,0.00010730023,0.000051769064,0.00012581976,0.00018954134,0.0005107197,0.011516449],"genre_scores_gemma":[0.96905065,0.0010666032,0.021992266,0.000028712166,0.000008539497,0.000018106948,0.00017679363,0.000047669204,0.007610707],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955565,0.000028328948,0.000011326614,0.00005557292,0.00030022502,0.00004883231],"domain_scores_gemma":[0.99988306,0.000008332051,0.00001943904,0.000014244341,0.00003395603,0.00004094852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025220186,0.00032756367,0.00021880817,0.0007602311,0.0003433134,0.00047272665,0.00039597604,0.00033012914,0.0010546132],"category_scores_gemma":[0.00010172262,0.00013652521,0.00033246796,0.0004062653,0.0004307092,0.000302829,0.0004424601,0.00033504656,0.00038524283],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007073895,0.00007507134,0.001841874,0.00012977647,0.0000135282935,0.00031045245,0.00009846827,0.0021553698,0.9687422,0.0009833188,0.0002125554,0.025366534],"study_design_scores_gemma":[0.000024668812,0.0008293131,0.0123040145,0.000020013338,0.000023484636,0.0005656163,0.000097271324,0.0025410121,0.9630777,0.00014000299,0.020353403,0.000023516594],"about_ca_topic_score_codex":0.0049900813,"about_ca_topic_score_gemma":0.022613212,"teacher_disagreement_score":0.0049900813,"about_ca_system_score_codex":0.0008662731,"about_ca_system_score_gemma":0.00073933514,"threshold_uncertainty_score":0.009922028},"labels":[],"label_agreement":null},{"id":"W3042506108","doi":"10.1680/jstbu.19.00230","title":"Bond characteristics of glass-fibre-reinforced polymer bars in high-strength concrete","year":2020,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Structures and Buildings","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Embedment; Materials science; Bond strength; Composite material; Bar (unit); Fibre-reinforced plastic; Concrete cover; Steel bar; Polymer; Bond; Bonding strength; Structural engineering; Reinforced concrete; Adhesive; Layer (electronics); Engineering; Geology","score_opus":0.006230447725344838,"score_gpt":0.18826380639430237,"score_spread":0.18203335866895753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3042506108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998516,0.0001440682,0.0010167615,0.0000026907192,0.0000031631123,0.0000076110823,0.000033512915,0.0000082998,0.00026788033],"genre_scores_gemma":[0.99873847,0.00007996912,0.00053119357,0.0000024975564,0.0000013502905,0.0000042562083,0.000049830134,0.00000535446,0.00058719993],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995809,0.000079252415,0.000019031539,0.000060637696,0.00021953216,0.000040668467],"domain_scores_gemma":[0.99895084,0.0003012737,0.00032770014,0.000054838558,0.0002700196,0.0000953449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058879505,0.00042843158,0.00016847177,0.00041143037,0.00020262787,0.00020168857,0.00024922634,0.000425508,0.0011454757],"category_scores_gemma":[0.0008633166,0.00029500268,0.00024801836,0.00020240793,0.00027999573,0.00037867724,0.0002335156,0.00040360657,0.00034828106],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003779707,0.00006937546,0.00739185,0.00006424257,0.00001775848,0.000091404254,0.00022139172,0.0017876391,0.9850638,0.000052332896,0.000019460958,0.004842777],"study_design_scores_gemma":[0.000012613944,0.003991932,0.0891046,0.000014800493,0.00006630465,0.00019988712,0.00035853733,0.0059401053,0.8996732,0.000041445765,0.0005689032,0.000027629692],"about_ca_topic_score_codex":0.0008730241,"about_ca_topic_score_gemma":0.0023656343,"teacher_disagreement_score":0.0011454757,"about_ca_system_score_codex":0.00017345978,"about_ca_system_score_gemma":0.00013751989,"threshold_uncertainty_score":0.0038320422},"labels":[],"label_agreement":null},{"id":"W3046742091","doi":"10.1139/cjce-2019-0626","title":"Simplified material model for concrete containing high-content of tire-derived coarse aggregate under compression loading","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Toughness; Materials science; Aggregate (composite); Compressive strength; Natural rubber; Composite material; Properties of concrete; Compatibility (geochemistry); Compression (physics); Crumb rubber; Elastic modulus; Structural engineering; Engineering","score_opus":0.04303982977679955,"score_gpt":0.2154474727785975,"score_spread":0.17240764300179795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046742091","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":[0.11250034,0.0013995708,0.7887915,0.0005344113,0.0003132823,0.00048619456,0.005011783,0.0016124477,0.089350544],"genre_scores_gemma":[0.83986914,0.0017291616,0.060002983,0.00018701171,0.000092303955,0.0009866717,0.0027517623,0.00036905246,0.09401186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979776,0.00003927204,0.000010271792,0.000042505217,0.00008347696,0.000026758558],"domain_scores_gemma":[0.9998679,0.000028692622,0.000027480868,0.000020697193,0.00004858201,0.000006464413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021707843,0.0009318601,0.0008039606,0.0008374964,0.00039092405,0.00073009485,0.0019932324,0.0017119469,0.00786941],"category_scores_gemma":[0.00035260143,0.00042340718,0.00097199006,0.0005650314,0.0004674559,0.00069331436,0.0005211788,0.0006522441,0.0027528703],"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":[0.000044177024,0.000043354306,0.00044511308,0.00012674161,0.000014553983,0.00032098105,0.000060057093,0.9622466,0.019659165,0.010322634,0.0010027392,0.0057139345],"study_design_scores_gemma":[0.000010203011,0.000028855826,0.00051699294,0.000009918291,0.000011245159,0.000081904065,0.00001657656,0.9933426,0.0010608229,0.001470888,0.0034406935,0.000009278075],"about_ca_topic_score_codex":0.011613082,"about_ca_topic_score_gemma":0.009995053,"teacher_disagreement_score":0.011613082,"about_ca_system_score_codex":0.00062430394,"about_ca_system_score_gemma":0.0008137755,"threshold_uncertainty_score":0.026325822},"labels":[],"label_agreement":null},{"id":"W3047271179","doi":"10.20381/ruor-25033","title":"The Effect of Alkali-Silica Reaction on Aggregate Interlock In Reinforced Concrete and the Use of Digital Image Correlation to Monitor the Long-Term Behaviour of Concrete Structures","year":2020,"lang":"en","type":"dissertation","venue":"uO Research (University of Ottawa)","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Pontifícia Universidade Católica do Rio de Janeiro; Mitacs","keywords":"Alkali–silica reaction; Interlock; Alkali–aggregate reaction; Digital image correlation; Aggregate (composite); Term (time); Materials science; Geotechnical engineering; Forensic engineering; Structural engineering; Composite material; Engineering; Physics","score_opus":0.021756612752561338,"score_gpt":0.2753695267479329,"score_spread":0.25361291399537156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3047271179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99228424,0.0015672478,0.0053359168,0.000021111679,0.000012102336,0.000018072386,0.000056260455,0.000048293557,0.0006567],"genre_scores_gemma":[0.99292845,0.00067101227,0.0055672633,0.000018518196,0.000005847992,0.000017247727,0.00004707217,0.000007456641,0.00073713646],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997068,0.00003111061,0.000011991783,0.00006642925,0.00015037946,0.00003319327],"domain_scores_gemma":[0.99972457,0.00006858553,0.0001042238,0.000021868904,0.000054669265,0.000026014883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031205628,0.00025150264,0.0001327263,0.0004321729,0.00011600559,0.00023239572,0.00019973578,0.0003542288,0.0003134365],"category_scores_gemma":[0.00033445677,0.00018273371,0.00025445924,0.00031312648,0.00033020813,0.00030791623,0.00026993096,0.00042525417,0.0001028329],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001208734,0.000043237145,0.0019107457,0.00006320091,0.000010631468,0.000046036195,0.000043120035,0.0005740049,0.98839915,0.000050184153,0.000017308907,0.008721592],"study_design_scores_gemma":[0.000003830086,0.00049790245,0.026835361,0.000004936677,0.000027915257,0.00012681723,0.000035220615,0.0073226513,0.96470225,0.000031374235,0.00039491814,0.000016815406],"about_ca_topic_score_codex":0.0011280602,"about_ca_topic_score_gemma":0.0013951357,"teacher_disagreement_score":0.0011280602,"about_ca_system_score_codex":0.00019955782,"about_ca_system_score_gemma":0.00018887667,"threshold_uncertainty_score":0.002243042},"labels":[],"label_agreement":null},{"id":"W3082290183","doi":"10.1007/s41062-020-00359-y","title":"Performance of basalt fibre-reinforced concrete for pavement and flooring applications","year":2020,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Innovative concrete reinforcement 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":"Windsor Clinical Research; University of Windsor","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Basalt fiber; Sorptivity; Materials science; Durability; Compressive strength; Composite material; Flexural strength; Abrasion (mechanical); Basalt; Porosity; Properties of concrete; Pervious concrete; Permeability (electromagnetism); Geotechnical engineering; Cement; Fiber; Geology","score_opus":0.016517191141461343,"score_gpt":0.22550305290119368,"score_spread":0.20898586175973233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082290183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99772054,0.00021169594,0.00046712713,0.00001558108,0.000010643871,0.0000044290737,0.00009646684,0.00005419687,0.0014192879],"genre_scores_gemma":[0.99783176,0.00009155621,0.00022787982,0.000003874285,0.0000022299087,0.0000017389915,0.00009317209,0.000011873655,0.0017358443],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961436,0.00002748745,0.000011350333,0.000047893904,0.00018825835,0.00011062831],"domain_scores_gemma":[0.9995535,0.00006720675,0.000048635004,0.000026500433,0.00021798318,0.000086194326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027872605,0.00038313982,0.0003182965,0.00034782215,0.00030322163,0.00037022278,0.00033134592,0.00048299864,0.0023830882],"category_scores_gemma":[0.0005030797,0.000098415905,0.00024382123,0.00026397497,0.0002347089,0.00025684794,0.0002879202,0.00025566225,0.00077004766],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012479157,0.00009764248,0.0022612119,0.00011245657,0.000018142597,0.00014479215,0.000084533065,0.013996727,0.9704983,0.000097707496,0.00025364602,0.011187008],"study_design_scores_gemma":[0.000021487976,0.0017313471,0.013454613,0.000012657489,0.000032801516,0.00008845386,0.00011477638,0.021937821,0.96144605,0.000038308393,0.0011047125,0.000017059676],"about_ca_topic_score_codex":0.0046206955,"about_ca_topic_score_gemma":0.007244068,"teacher_disagreement_score":0.0046206955,"about_ca_system_score_codex":0.000329913,"about_ca_system_score_gemma":0.00042124107,"threshold_uncertainty_score":0.009187639},"labels":[],"label_agreement":null},{"id":"W3082297241","doi":"10.1177/0361198120945692","title":"Mechanical Properties of Nano-Modified Cementitious Composites Reinforced with Single and Hybrid Fibers","year":2020,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Innovative concrete reinforcement 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 Manitoba","funders":"","keywords":"Materials science; Composite material; Flexural strength; Toughness; Compressive strength; Ductility (Earth science); Ultimate tensile strength; Basalt fiber; Fiber; Residual strength; Creep","score_opus":0.08274776035760284,"score_gpt":0.2931190008935533,"score_spread":0.21037124053595047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082297241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868673,0.00036139393,0.0004877135,0.000007632899,0.000011607079,0.000004973282,0.00006593151,0.000018922077,0.00035530073],"genre_scores_gemma":[0.99820995,0.00019851222,0.0007475173,0.000010250258,0.000003897578,0.000009326605,0.00008920765,0.000010271317,0.00072097714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985456,0.000009670198,0.000011694951,0.00002918716,0.00007179962,0.000023128703],"domain_scores_gemma":[0.99975294,0.000039800307,0.000081882354,0.000012597812,0.00006439456,0.00004842905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018654743,0.00035962297,0.00014703543,0.00040862002,0.00011566626,0.0001425888,0.00013674109,0.0002596138,0.0007599696],"category_scores_gemma":[0.00021575451,0.00019699316,0.00023652632,0.00022686506,0.00017978577,0.00021151215,0.00012105228,0.00033538145,0.00013820492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055154775,0.000012906335,0.00033497086,0.000031325166,0.0000057324305,0.00002694358,0.000018766075,0.00023270687,0.99847656,0.000019926892,0.000010865488,0.0007741719],"study_design_scores_gemma":[0.00000662628,0.00043624686,0.012959833,0.000008226304,0.000025744826,0.000097270466,0.000048033948,0.0017797844,0.98389775,0.000016962904,0.00070848054,0.00001520368],"about_ca_topic_score_codex":0.0008780424,"about_ca_topic_score_gemma":0.002519723,"teacher_disagreement_score":0.0008780424,"about_ca_system_score_codex":0.0001463418,"about_ca_system_score_gemma":0.0001029846,"threshold_uncertainty_score":0.002542317},"labels":[],"label_agreement":null},{"id":"W3087710693","doi":"10.1061/(asce)mt.1943-5533.0003444","title":"Durability Evaluation of Green-Engineered Cementitious Composite Incorporating Glass as Aggregate","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement 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":"University of Windsor","funders":"","keywords":"Durability; Materials science; Cementitious; Composite material; Aggregate (composite); Composite number; Alkali–silica reaction; Glass recycling; Cement","score_opus":0.02322609386812381,"score_gpt":0.24189587929121897,"score_spread":0.21866978542309518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3087710693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99786985,0.0006511353,0.0007158638,0.000010713908,0.000013122498,0.0000085027705,0.00009027657,0.00002520225,0.0006153827],"genre_scores_gemma":[0.99750155,0.00038075767,0.0012005417,0.000012569371,0.0000033251058,0.000008108386,0.00007794194,0.000007779176,0.00080742803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997937,0.000024174522,0.00002150594,0.000035650573,0.000100523925,0.000024595058],"domain_scores_gemma":[0.99974257,0.000053630574,0.00007225432,0.0000133882595,0.00008890222,0.000029293114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027843285,0.00024276509,0.0002023566,0.0004184828,0.00020424246,0.00016854907,0.00015914041,0.0003314328,0.00072057394],"category_scores_gemma":[0.00023069252,0.00015806983,0.00027207183,0.00029777017,0.00014119025,0.0002618291,0.00014896243,0.00038750732,0.00014647457],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008686962,0.000026912547,0.0004801891,0.00006386316,0.000005812048,0.000055114415,0.000052434592,0.00026089474,0.9977012,0.000024932513,0.000015433365,0.0012263393],"study_design_scores_gemma":[0.0000036267852,0.0006237246,0.006550969,0.0000069152006,0.000023824054,0.0000880746,0.00006872699,0.0012009852,0.9908853,0.000015726897,0.0005216981,0.000010434872],"about_ca_topic_score_codex":0.00093681633,"about_ca_topic_score_gemma":0.003167174,"teacher_disagreement_score":0.00093681633,"about_ca_system_score_codex":0.0001824287,"about_ca_system_score_gemma":0.0001237758,"threshold_uncertainty_score":0.002410531},"labels":[],"label_agreement":null},{"id":"W3090618897","doi":"10.1016/j.cemconcomp.2020.103830","title":"Analyzing bond-deterioration during freeze-thaw exposure in cement-based repairs using non-destructive methods","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cementitious; Materials science; Mortar; Flexural strength; Composite material; Bond strength; Service life; Structural engineering; Bond; Cement; Nondestructive testing; Forensic engineering; Engineering","score_opus":0.02162749419099375,"score_gpt":0.2643630682479419,"score_spread":0.24273557405694818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3090618897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909587,0.00083362637,0.0076186582,0.000008967042,0.0000127464755,0.00001867335,0.000055444252,0.00003102634,0.00046226045],"genre_scores_gemma":[0.9957775,0.00030406166,0.0027986935,0.000015195473,0.0000063272973,0.000016429627,0.000083863335,0.000016711847,0.0009811927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999848,0.000017230925,0.000006786902,0.000038096696,0.00006795545,0.000021870665],"domain_scores_gemma":[0.9996068,0.000112783586,0.00009752,0.000038448918,0.000112414295,0.000032157117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036175575,0.000286333,0.00021997561,0.00027728023,0.00024715226,0.00018364792,0.00026671452,0.00030014812,0.0010011214],"category_scores_gemma":[0.00045630592,0.00019374928,0.00016502988,0.00015388471,0.00035307286,0.00027115023,0.00017695711,0.00046082266,0.00018830359],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014135815,0.00003237614,0.0028860918,0.00003238785,0.000008246241,0.000068998066,0.00015533598,0.00018486705,0.99285525,0.00003113907,0.000020867337,0.0035830804],"study_design_scores_gemma":[0.0000049225214,0.00054431125,0.051561996,0.000008281312,0.000044865246,0.0002527342,0.00022878667,0.0022729002,0.9443773,0.00005381622,0.0006380427,0.000011975327],"about_ca_topic_score_codex":0.00083778106,"about_ca_topic_score_gemma":0.0023700139,"teacher_disagreement_score":0.0010011214,"about_ca_system_score_codex":0.00015637596,"about_ca_system_score_gemma":0.00013891522,"threshold_uncertainty_score":0.0033490658},"labels":[],"label_agreement":null},{"id":"W3090997282","doi":"10.1016/j.conbuildmat.2020.120952","title":"Assessing the bond strength of Glass Fiber Reinforced Polymer (GFRP) bars in Portland Cement Concrete fabricated with seawater through pullout tests","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Pontificia Universidad Católica de Chile","keywords":"Portland cement; Materials science; Fibre-reinforced plastic; Composite material; Bond strength; Cement; Glass fiber; Polymer concrete; Polymer; Fiber; Adhesive; Layer (electronics)","score_opus":0.017810965545854526,"score_gpt":0.2481584786948614,"score_spread":0.23034751314900687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3090997282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982168,0.00008345663,0.0011438669,0.000008459478,0.000010464209,0.000013170372,0.000059177244,0.000019250368,0.00044527717],"genre_scores_gemma":[0.99673516,0.000085065294,0.0015980386,0.000008880261,0.000002587408,0.000012456959,0.000086511,0.000009703488,0.0014616243],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947876,0.000058616282,0.000050917188,0.0000869766,0.00027146656,0.000053361775],"domain_scores_gemma":[0.9988362,0.00035877532,0.00023367617,0.00007932626,0.00038029134,0.00011164861],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007992956,0.00054570375,0.00016285827,0.0003443346,0.000386399,0.00021076447,0.0005175844,0.00062990026,0.0025856306],"category_scores_gemma":[0.0013154059,0.0003787498,0.00031785163,0.00020589725,0.0003554552,0.0003638212,0.00030709448,0.0006402361,0.0003884925],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027869554,0.00005223661,0.0039919503,0.000043748292,0.000013724077,0.000078213954,0.00015094089,0.0005928228,0.9919927,0.00005926407,0.000028501187,0.0027171406],"study_design_scores_gemma":[0.0000103476195,0.0012091602,0.027786281,0.00001022221,0.00004142859,0.00007507624,0.00017987796,0.0017019407,0.96837777,0.000023730208,0.00057033106,0.000013875343],"about_ca_topic_score_codex":0.002132349,"about_ca_topic_score_gemma":0.005650344,"teacher_disagreement_score":0.0025856306,"about_ca_system_score_codex":0.0002698262,"about_ca_system_score_gemma":0.00030301846,"threshold_uncertainty_score":0.008649766},"labels":[],"label_agreement":null},{"id":"W3091523524","doi":"10.28991/cej-2020-03091593","title":"Compressive Strength and Bulk Density of Concrete Hollow Blocks (CHB) Infused with Low-density Polyethylene (LDPE) Pellets","year":2020,"lang":"en","type":"article","venue":"Civil Engineering Journal","topic":"Innovative concrete reinforcement 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":"Transport Canada","funders":"","keywords":"Low-density polyethylene; Compressive strength; Pellets; Materials science; Polyethylene; Composite material; Aggregate (composite)","score_opus":0.00675150982973494,"score_gpt":0.1792757778516941,"score_spread":0.17252426802195917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091523524","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99869776,0.0004231271,0.0003015719,0.00000791286,0.0000044766625,0.000005043977,0.00016076153,0.0000071339086,0.00039216358],"genre_scores_gemma":[0.9977598,0.00036182167,0.0006896922,0.000012122379,0.000002522855,0.000009455192,0.00020669623,0.00000729005,0.0009505307],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996792,0.000021908574,0.000023669712,0.000046693694,0.00019086896,0.000037592356],"domain_scores_gemma":[0.9993592,0.000118449316,0.0002343479,0.000017200162,0.00018218634,0.00008867807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030780703,0.00035220906,0.0002362833,0.00054141675,0.0001541232,0.00019690245,0.00014326123,0.00029730808,0.0012100564],"category_scores_gemma":[0.00044221318,0.00021884532,0.00023953768,0.0003513272,0.00026729595,0.00021798129,0.00020524453,0.00045086967,0.00022023499],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002494451,0.000053160595,0.0041805897,0.00007082238,0.000013689237,0.00006025281,0.000054781496,0.00063124625,0.9922848,0.000028834087,0.000024233936,0.0023480565],"study_design_scores_gemma":[0.0000075623757,0.0013832812,0.08683466,0.00003325212,0.000040871797,0.00013214028,0.00019949218,0.0023001584,0.90813416,0.000026767133,0.0008805483,0.000026961228],"about_ca_topic_score_codex":0.0022167407,"about_ca_topic_score_gemma":0.0061570643,"teacher_disagreement_score":0.0022167407,"about_ca_system_score_codex":0.0002078599,"about_ca_system_score_gemma":0.00016109172,"threshold_uncertainty_score":0.004407704},"labels":[],"label_agreement":null},{"id":"W3091723839","doi":"10.1002/nag.3148","title":"Hydromechanical couplings of reinforced tensioned members of steel fiber reinforced concrete by dual lattice model","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Innovative concrete reinforcement 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":"Université Laval","funders":"","keywords":"Materials science; Fiber-reinforced concrete; Structural engineering; Service life; Ultimate tensile strength; Durability; Composite material; Reinforced concrete; Engineering","score_opus":0.038137172524765256,"score_gpt":0.33807913323087546,"score_spread":0.29994196070611023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091723839","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57182366,0.00031225942,0.40695918,0.00019570543,0.000064089705,0.000081905724,0.00020424163,0.0002485465,0.020110426],"genre_scores_gemma":[0.98465794,0.00011070013,0.0084772175,0.000021510707,0.000012112311,0.00006002228,0.000055581033,0.000038150298,0.006566749],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977154,0.00006859032,0.000008658899,0.000048916692,0.00006562917,0.000036591624],"domain_scores_gemma":[0.99965596,0.00009423715,0.00009709012,0.000028285083,0.00006873023,0.000055583532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029734094,0.0006381256,0.0005598144,0.0006668135,0.00037639542,0.00070770946,0.0014643345,0.0014049942,0.0021845677],"category_scores_gemma":[0.000652795,0.000561074,0.000737313,0.00035314963,0.0008477059,0.0010289189,0.0006655675,0.00070945674,0.0003796279],"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":[0.000017942923,0.00003237976,0.00068397075,0.000013290274,0.000010566556,0.000095402494,0.000024414852,0.99300694,0.002472044,0.0025345555,0.000050305043,0.0010581643],"study_design_scores_gemma":[0.0000017829316,0.000007873193,0.00007630404,0.0000013576484,0.0000017585654,0.000005918298,0.000004658435,0.99950397,0.00013767078,0.00019761264,0.000059186852,0.0000019326444],"about_ca_topic_score_codex":0.011318838,"about_ca_topic_score_gemma":0.0064814524,"teacher_disagreement_score":0.011318838,"about_ca_system_score_codex":0.00072759436,"about_ca_system_score_gemma":0.0007616683,"threshold_uncertainty_score":0.02250588},"labels":[],"label_agreement":null},{"id":"W3092657053","doi":"10.1016/j.conbuildmat.2020.121117","title":"Machine learning-based prediction for compressive and flexural strengths of steel fiber-reinforced concrete","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":402,"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":"National Research Foundation of Korea","keywords":"Flexural strength; Compressive strength; Silica fume; Overfitting; Fiber-reinforced concrete; Materials science; Structural engineering; Random forest; Computer science; Fiber; Artificial neural network; Machine learning; Composite material; Engineering","score_opus":0.012447242359809376,"score_gpt":0.22537804627671446,"score_spread":0.21293080391690508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3092657053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9086614,0.0003385985,0.08843678,0.00018448262,0.000065600325,0.00002986416,0.00032553167,0.0006100306,0.0013476413],"genre_scores_gemma":[0.99375856,0.00004199535,0.0054186033,0.000012406405,0.000010472707,0.000012669693,0.00023711914,0.00000864791,0.0004995978],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997838,0.000049270497,0.000015297448,0.00006625721,0.000050905244,0.000034521163],"domain_scores_gemma":[0.9984584,0.00090332614,0.00014941594,0.00006702142,0.0003691082,0.000052821884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007712091,0.0006657838,0.00040247716,0.00076452544,0.00023060146,0.0003635977,0.00057588785,0.00089041505,0.0006820445],"category_scores_gemma":[0.0023810123,0.00027330234,0.00045746047,0.0003529877,0.00031987563,0.0004983727,0.0002972052,0.00071319187,0.00029806813],"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":[0.0001634404,0.00017268279,0.009686982,0.000027098025,0.000035173758,0.00003755342,0.00001098151,0.9399676,0.0037356194,0.00020760961,0.00045345956,0.0455019],"study_design_scores_gemma":[0.000001301936,0.0000070313163,0.0009270117,8.427057e-7,0.0000016666409,0.0000020994346,0.0000012175324,0.9983235,0.0006594953,0.00006033601,0.000013936327,0.0000015072535],"about_ca_topic_score_codex":0.0102275545,"about_ca_topic_score_gemma":0.010463965,"teacher_disagreement_score":0.0102275545,"about_ca_system_score_codex":0.00070616836,"about_ca_system_score_gemma":0.00054825895,"threshold_uncertainty_score":0.020336032},"labels":[],"label_agreement":null},{"id":"W3094015353","doi":"10.3390/ma13214757","title":"Predicting Ultra-High-Performance Concrete Compressive Strength Using Tabular Generative Adversarial Networks","year":2020,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":172,"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":"Computer science; Generative grammar; Machine learning; Artificial intelligence; Parametric statistics; Experimental data; Random forest; Nonlinear system; Boosting (machine learning); Predictive modelling; Performance prediction; Simulation; Mathematics","score_opus":0.016136906577841142,"score_gpt":0.20935999341631803,"score_spread":0.1932230868384769,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094015353","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":[0.44127557,0.00086598314,0.55280584,0.000354663,0.00007008509,0.00008156837,0.00055661594,0.0006093153,0.003380378],"genre_scores_gemma":[0.9780662,0.00017886318,0.020173017,0.00005930132,0.000012255786,0.000053020456,0.000400783,0.0000183231,0.0010381184],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974626,0.00008823847,0.000010412676,0.000062426385,0.000059931215,0.0000327145],"domain_scores_gemma":[0.99869245,0.000987941,0.00013471517,0.000058347166,0.00010239807,0.000024145269],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010643343,0.0007577773,0.00046047202,0.00062349555,0.00017290411,0.0004501278,0.00070748926,0.0008374933,0.0008414051],"category_scores_gemma":[0.0019157632,0.0003307292,0.0007396639,0.0003495024,0.0006355334,0.0005049151,0.0005342845,0.0007797984,0.00018033519],"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":[0.000015412035,0.00001316584,0.0006945169,0.000012168435,0.000009848154,0.000018940467,0.0000066443804,0.99368435,0.00065620284,0.0005044822,0.00007704092,0.0043072673],"study_design_scores_gemma":[5.819411e-7,0.000005106312,0.000106819774,0.0000013111943,0.0000013919042,0.000002538631,0.0000012908439,0.999383,0.00025389314,0.00021374052,0.00002890347,0.0000013784656],"about_ca_topic_score_codex":0.0048232423,"about_ca_topic_score_gemma":0.0047942274,"teacher_disagreement_score":0.0048232423,"about_ca_system_score_codex":0.0006021202,"about_ca_system_score_gemma":0.00038875462,"threshold_uncertainty_score":0.009590328},"labels":[],"label_agreement":null},{"id":"W3094768221","doi":"10.1016/j.conbuildmat.2020.121438","title":"Flexural toughness of sustainable ECC with high-volume substitution of cement and silica sand","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Flexural strength; Fly ash; Materials science; Toughness; Portland cement; Composite material; Cement; Cementitious; Filler (materials); Ductility (Earth science); Silica fume; Curing (chemistry); Fracture toughness; Creep","score_opus":0.007941779936610485,"score_gpt":0.19504480861482734,"score_spread":0.18710302867821685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094768221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99857426,0.0002582734,0.0007255981,0.0000053193703,0.0000057634375,0.0000035335363,0.000049208542,0.000011205689,0.0003669256],"genre_scores_gemma":[0.998808,0.000101384714,0.00049182924,0.000006818475,0.0000017543485,0.0000035654214,0.00006374472,0.0000062232184,0.0005165963],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999757,0.000019134155,0.000017296758,0.000050604656,0.00012056148,0.0000353744],"domain_scores_gemma":[0.99968886,0.00007587785,0.00008686406,0.000024262914,0.000084101106,0.000040017927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002526888,0.00028413653,0.00015666682,0.00043643382,0.00012058155,0.00014039187,0.00015315528,0.00021876102,0.0013810378],"category_scores_gemma":[0.00037399042,0.00015544858,0.00019583521,0.00025238036,0.00022495643,0.00033488558,0.00023952832,0.00030974732,0.00015942747],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010722913,0.000018388828,0.0018419721,0.000049739552,0.00001116668,0.000077425546,0.000033377062,0.0008069381,0.9944351,0.000049783874,0.000018871373,0.0025499384],"study_design_scores_gemma":[0.000003874607,0.00034353742,0.023325015,0.000006769522,0.0000244854,0.00016637119,0.000065112145,0.0025704391,0.9725026,0.00003063221,0.00094961986,0.000011536647],"about_ca_topic_score_codex":0.00086832425,"about_ca_topic_score_gemma":0.0032275931,"teacher_disagreement_score":0.0013810378,"about_ca_system_score_codex":0.00015260353,"about_ca_system_score_gemma":0.00013247506,"threshold_uncertainty_score":0.0046200156},"labels":[],"label_agreement":null},{"id":"W3095273812","doi":"10.1139/cjce-2020-0129","title":"Simultaneous effects of nanosilica and basalt fiber on mechanical properties and durability of cementitious mortar: an experimental study","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Iran University of Science and Technology","keywords":"Basalt fiber; Durability; Materials science; Sorptivity; Compressive strength; Composite material; Ultimate tensile strength; Mortar; Flexural strength; Absorption of water; Fiber; Cementitious; Basalt; Cement; Geology","score_opus":0.013864143392492126,"score_gpt":0.19769245022681073,"score_spread":0.1838283068343186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095273812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99839044,0.0003559729,0.0008222534,0.0000083661735,0.000009491641,0.000016969483,0.000057176017,0.000013253182,0.00032609043],"genre_scores_gemma":[0.997036,0.00044515272,0.001630279,0.000015344072,0.0000069845123,0.00002359637,0.00007188272,0.000010575516,0.000760211],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998,0.000015324475,0.00001489252,0.000058956248,0.00007155421,0.00003929202],"domain_scores_gemma":[0.99977285,0.000054041913,0.00006753429,0.000021435384,0.000053121177,0.000030934847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022679738,0.00046476806,0.0003274922,0.00020489041,0.00019083792,0.0001861938,0.00018426236,0.00031815813,0.0008579465],"category_scores_gemma":[0.00023033052,0.00017620096,0.00028759483,0.00016118822,0.00021789297,0.0003258857,0.0001718843,0.0004525518,0.00013708678],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005228807,0.00003730272,0.00009799554,0.0000280174,0.0000034579075,0.000014564999,0.0000118796515,0.000053268832,0.99928635,0.000009389354,0.000003415921,0.00040210117],"study_design_scores_gemma":[0.000004146724,0.0004346685,0.0014146582,0.0000023530902,0.000014466149,0.000020505322,0.000015841975,0.00026807605,0.9975516,0.0000057066964,0.00026387232,0.0000040164455],"about_ca_topic_score_codex":0.0005633289,"about_ca_topic_score_gemma":0.0017140842,"teacher_disagreement_score":0.0008579465,"about_ca_system_score_codex":0.00018128929,"about_ca_system_score_gemma":0.000120680714,"threshold_uncertainty_score":0.0028701425},"labels":[],"label_agreement":null},{"id":"W3096349752","doi":"10.1007/978-3-030-58482-5_99","title":"Controlling Strength and Ductility of Strain-Hardening Cementitious Composites by Nano-Engineering","year":2020,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovative concrete reinforcement 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; Composite material; Cement; Ultimate tensile strength; Toughness; Strain hardening exponent; Ductility (Earth science); Flexural strength; Cracking; Composite number; Creep","score_opus":0.008101194581387187,"score_gpt":0.17858170481074065,"score_spread":0.17048051022935345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3096349752","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":[0.44429228,0.041877218,0.12757659,0.00090743316,0.00086727634,0.00012036352,0.00051979517,0.0027402726,0.38109866],"genre_scores_gemma":[0.64726573,0.014410926,0.04352636,0.0004326099,0.00015216133,0.00012653715,0.00037475993,0.00097120914,0.2927397],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994457,0.0000021832773,0.0000021197404,0.000011525671,0.00003255695,0.0000070878104],"domain_scores_gemma":[0.99995625,0.000019451662,0.0000057919146,0.000005383188,0.000008868473,0.000004201369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007209116,0.0003241199,0.00019826472,0.00021399444,0.00016179352,0.00032934104,0.00030946662,0.0001758319,0.0044667725],"category_scores_gemma":[0.000084614745,0.0002873868,0.00015334379,0.00020733182,0.00020280742,0.00056325534,0.00022131256,0.00062534993,0.0017229165],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017801904,0.00003441248,0.00004797113,0.00010417905,0.0000032982762,0.000025852903,0.000042430165,0.00085119216,0.9545488,0.0038803755,0.0016323442,0.03881142],"study_design_scores_gemma":[0.000004784016,0.000052502044,0.00057283934,0.00001505354,0.000008001541,0.00006680116,0.000017204047,0.0035780005,0.95183605,0.0015597547,0.04227881,0.000010157583],"about_ca_topic_score_codex":0.00028892964,"about_ca_topic_score_gemma":0.0013604142,"teacher_disagreement_score":0.0044667725,"about_ca_system_score_codex":0.00021859401,"about_ca_system_score_gemma":0.00014217892,"threshold_uncertainty_score":0.014942825},"labels":[],"label_agreement":null},{"id":"W3097171684","doi":"10.1177/1369433220968451","title":"A review on seismic behavior of ultra-high performance concrete members","year":2020,"lang":"en","type":"review","venue":"Advances in Structural Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"National Natural Science Foundation of China; Ministry of Science and Technology","keywords":"Structural engineering; Ductility (Earth science); Grout; Flexural strength; Cementitious; Materials science; Compressive strength; Dissipation; Shear (geology); Joint (building); Engineering; Geotechnical engineering; Composite material; Cement; Creep","score_opus":0.013690726940637216,"score_gpt":0.2795495477956068,"score_spread":0.2658588208549696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097171684","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":[0.0004493759,0.9964652,0.00032238668,0.000175598,0.00027765695,0.000008567643,0.0000621852,0.000014777494,0.0022242337],"genre_scores_gemma":[0.0011796034,0.9971028,0.0003416345,0.000099558136,0.00013074122,0.00000749389,0.00007003033,0.0000023755524,0.001065692],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99979466,0.000022474049,0.000033547414,0.000047466616,0.00008448132,0.000017389073],"domain_scores_gemma":[0.9996953,0.00010691442,0.000057794052,0.0000096819085,0.000107026026,0.000023338573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004025545,0.0010181915,0.0010200017,0.0028587978,0.0003073713,0.00085298595,0.0006711755,0.00075895386,0.0045262678],"category_scores_gemma":[0.0005656403,0.00039723792,0.0006629634,0.0032390559,0.0002609944,0.0014884241,0.0005140846,0.000932964,0.0018923357],"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":[0.00008119702,0.00015592242,0.00033510482,0.06063418,0.0001392512,0.0002948196,0.00014238729,0.0009799335,0.009949563,0.0050175013,0.036882192,0.885388],"study_design_scores_gemma":[0.0000060291127,0.000119775286,0.0008613834,0.0029597888,0.0001453202,0.00062745076,0.000052727948,0.00012453482,0.0017054441,0.0007978949,0.9925736,0.000026006812],"about_ca_topic_score_codex":0.0011562477,"about_ca_topic_score_gemma":0.0017548191,"teacher_disagreement_score":0.0045262678,"about_ca_system_score_codex":0.00038479854,"about_ca_system_score_gemma":0.0010661682,"threshold_uncertainty_score":0.015141845},"labels":[],"label_agreement":null},{"id":"W3098830338","doi":"10.1016/j.conbuildmat.2020.121473","title":"Evaluation of orientation and distribution of steel fibers in high-performance concrete column determined via micro-computed tomography","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":29,"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":"Korea Institute of Energy Technology Evaluation and Planning","keywords":"Materials science; Perpendicular; Column (typography); Composite material; Mold; Fiber; Volume fraction; Core (optical fiber); Orientation (vector space); Geometry; Mathematics","score_opus":0.012206765107428267,"score_gpt":0.2230805813927012,"score_spread":0.21087381628527294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3098830338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958104,0.00006275622,0.003647389,0.000005168178,0.0000010483801,0.0000055499254,0.00006757912,0.000016287097,0.00038374972],"genre_scores_gemma":[0.9978569,0.000038346043,0.0018344889,0.0000026702526,8.7038507e-7,0.0000025832792,0.000041993047,0.0000024635392,0.00021974141],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999484,0.0000038659286,0.0000019681088,0.000013329831,0.000021351736,0.000011013679],"domain_scores_gemma":[0.9998534,0.000035082285,0.000043333483,0.000007722542,0.000044414275,0.000015987309],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000083410414,0.00014134894,0.000065352055,0.00040303005,0.00012756635,0.00019139334,0.0001230117,0.00018075817,0.00052059494],"category_scores_gemma":[0.00018363024,0.00019858104,0.000061029976,0.00022447115,0.00024387354,0.00017450158,0.00008241326,0.00010434459,0.00008159072],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019441084,0.000029272956,0.03873896,0.000027136957,0.000008430145,0.0001791169,0.000061101375,0.0027262298,0.9529991,0.000121641904,0.000037137976,0.0048775026],"study_design_scores_gemma":[0.000013581934,0.00021126198,0.58264655,0.000010102876,0.000042557698,0.0008108125,0.00031400064,0.0282955,0.3870648,0.000081349965,0.00048360266,0.000025856702],"about_ca_topic_score_codex":0.003895056,"about_ca_topic_score_gemma":0.00664532,"teacher_disagreement_score":0.003895056,"about_ca_system_score_codex":0.00018032899,"about_ca_system_score_gemma":0.0002806433,"threshold_uncertainty_score":0.0077447295},"labels":[],"label_agreement":null},{"id":"W3100444376","doi":"10.1016/j.jcomc.2020.100070","title":"Novel soft computing hybrid model for predicting shear strength and failure mode of SFRC beams with superior accuracy","year":2020,"lang":"en","type":"article","venue":"Composites Part C Open Access","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Shear (geology); Computer science; Retrofitting; Support vector machine; Extreme learning machine; Failure mode and effects analysis; Shear strength (soil); Artificial neural network; Structural engineering; Mode (computer interface); Machine learning; Artificial intelligence; Engineering; Materials science; Geology; Composite material","score_opus":0.042868456750729415,"score_gpt":0.31220158992300034,"score_spread":0.2693331331722709,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3100444376","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":[0.21734992,0.0007267017,0.7698358,0.00048384236,0.00013333929,0.000104363084,0.00022258752,0.0006924056,0.010451],"genre_scores_gemma":[0.9596859,0.0002186839,0.035145164,0.000079002595,0.00002488764,0.0001444037,0.00014786355,0.000023220542,0.0045308294],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999869,0.000025616724,0.00000894727,0.000038160368,0.00003659585,0.000021633085],"domain_scores_gemma":[0.9998023,0.00008716122,0.000028128567,0.000010393932,0.000060471044,0.000011676174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034033347,0.00066615833,0.00068243395,0.0004336493,0.00039509882,0.00073110923,0.0007569578,0.00091045076,0.0014174492],"category_scores_gemma":[0.00061613624,0.00031206314,0.0006274619,0.00032218333,0.00034499116,0.0005150435,0.00035607876,0.0005491064,0.00019745351],"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":[0.000024125207,0.000023263885,0.0005989984,0.000016310269,0.000014266979,0.000024191835,0.000010177264,0.9904287,0.0007797544,0.0006625072,0.0001441208,0.0072735813],"study_design_scores_gemma":[5.848974e-7,0.0000034706395,0.000030100904,6.262711e-7,0.0000010776546,0.0000011228632,7.913933e-7,0.99981135,0.00006544883,0.000057891786,0.000026986394,5.8306955e-7],"about_ca_topic_score_codex":0.016573768,"about_ca_topic_score_gemma":0.011474528,"teacher_disagreement_score":0.016573768,"about_ca_system_score_codex":0.00057221873,"about_ca_system_score_gemma":0.0009839146,"threshold_uncertainty_score":0.032954574},"labels":[],"label_agreement":null},{"id":"W3101610154","doi":"10.18280/acsm.440508","title":"Effect of Industrial Waste on Strength Properties of Concrete","year":2020,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Metakaolin; Compressive strength; Ultimate tensile strength; Cement; Bottle; Aggregate (composite); Industrial waste; Waste management; Materials science; Properties of concrete; Compaction; Flexural strength; Environmental science; Composite material; Engineering","score_opus":0.0564220927295744,"score_gpt":0.2524476263128043,"score_spread":0.1960255335832299,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3101610154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99857104,0.00046981714,0.00020900773,0.000010495992,0.0000054536467,0.0000045637553,0.00006419942,0.00001434584,0.00065102614],"genre_scores_gemma":[0.9977597,0.0004389514,0.0004040479,0.000017119308,0.0000029382747,0.0000050331587,0.00016169708,0.000008956418,0.001201573],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997619,0.00003623778,0.000024662671,0.000035794117,0.00009766068,0.000043805503],"domain_scores_gemma":[0.99967146,0.000053609678,0.00010993553,0.00002531835,0.00008599037,0.000053596184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016830079,0.00035714102,0.00019723635,0.00023711767,0.00013670042,0.0002372959,0.00013420524,0.00023368152,0.0010275029],"category_scores_gemma":[0.0002955877,0.0001450577,0.0002638298,0.00017267345,0.00013372787,0.00017247829,0.00017598587,0.00029798032,0.00020326412],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044561707,0.00014163213,0.0027613386,0.00011112255,0.00002128878,0.00010666411,0.000046414836,0.0005326204,0.9915611,0.00002408859,0.00002782757,0.0042202384],"study_design_scores_gemma":[0.000004271062,0.0015443874,0.016640663,0.00001302883,0.00002818998,0.000106885476,0.000047299774,0.0003440105,0.98055583,0.000021315105,0.0006870516,0.000007132799],"about_ca_topic_score_codex":0.00075456063,"about_ca_topic_score_gemma":0.0015831612,"teacher_disagreement_score":0.0010275029,"about_ca_system_score_codex":0.00014751418,"about_ca_system_score_gemma":0.00016707234,"threshold_uncertainty_score":0.0034373403},"labels":[],"label_agreement":null},{"id":"W3102621619","doi":"10.11159/iccste20.245","title":"Properties of Lightweight Self-consolidating Fibre Reinforced Concrete","year":2020,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Self-consolidating concrete; Materials science; Composite material; Structural engineering; Computer science; Geotechnical engineering; Engineering; Compressive strength","score_opus":0.017568945249180363,"score_gpt":0.20105293289915324,"score_spread":0.18348398764997287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3102621619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978606,0.00043577686,0.0009376065,0.000008856819,0.0000040327873,0.000008349972,0.000106146246,0.00003243427,0.0006061618],"genre_scores_gemma":[0.9990695,0.0001159416,0.0003998477,0.0000037909238,0.0000015819146,0.0000030315734,0.00011772654,0.0000072842918,0.00028125558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970466,0.000030651947,0.000020099238,0.000037774946,0.00016794815,0.000038788767],"domain_scores_gemma":[0.9995648,0.00008274679,0.00015788937,0.000030108611,0.00011392525,0.00005048484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022364505,0.00039014168,0.00024847043,0.00042975933,0.00015785731,0.00018962844,0.00012209307,0.00023080956,0.00073328556],"category_scores_gemma":[0.00048303595,0.00012343375,0.00026233683,0.00022012102,0.0002011399,0.0002107697,0.00017341628,0.00022393503,0.0001788715],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069560745,0.000013011785,0.0022163766,0.00005857853,0.0000073886085,0.000070217924,0.000020365438,0.0016659176,0.9928368,0.000020089454,0.000017543669,0.0030042192],"study_design_scores_gemma":[0.000004752986,0.00054425845,0.033854235,0.000011633977,0.000034678527,0.00037896534,0.000041328007,0.004596567,0.9594767,0.000029636527,0.0010101477,0.000017056813],"about_ca_topic_score_codex":0.0010949778,"about_ca_topic_score_gemma":0.002263398,"teacher_disagreement_score":0.0010949778,"about_ca_system_score_codex":0.00017099192,"about_ca_system_score_gemma":0.00019269691,"threshold_uncertainty_score":0.0024530888},"labels":[],"label_agreement":null},{"id":"W3102736393","doi":"10.1016/j.conbuildmat.2020.120984","title":"Stress-Strain Behaviour of Masonry Prisms Constructed with Glass Fibre-Reinforced Grout","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Grout; Masonry; Materials science; Cracking; Compressive strength; Composite material; Ductility (Earth science); Glass fiber; Composite number; Geotechnical engineering; Structural engineering; Geology; Creep; Engineering","score_opus":0.010805126930949245,"score_gpt":0.20685015289773942,"score_spread":0.1960450259667902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3102736393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99957794,0.000027045735,0.000143986,0.0000035771543,0.000002060951,0.0000016797361,0.00003025973,0.000009177974,0.00020435458],"genre_scores_gemma":[0.9994854,0.000019293793,0.00014585201,0.000002531502,8.144058e-7,0.0000015401458,0.000050047922,0.0000032614557,0.00029127524],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997508,0.000029796514,0.000012930302,0.000049596514,0.00010085685,0.000056101573],"domain_scores_gemma":[0.99952424,0.00012754538,0.000116027564,0.000037169473,0.00009797354,0.00009705381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030599034,0.00031464876,0.00025535774,0.0004676072,0.00022900723,0.00025738333,0.00043214942,0.00044994164,0.0012059204],"category_scores_gemma":[0.00070151454,0.00028403144,0.0002430504,0.00030322827,0.0006461679,0.00019829685,0.00024922276,0.00042881485,0.00017289734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001259751,0.00021077765,0.010530294,0.00009084474,0.00004784251,0.0006201886,0.0004199633,0.020350872,0.9606674,0.00028426843,0.00009442395,0.0054234313],"study_design_scores_gemma":[0.0000724245,0.0040103015,0.30349344,0.000039894054,0.00009475827,0.00056967634,0.0008660554,0.081200816,0.6084801,0.0001886304,0.00089179416,0.00009220066],"about_ca_topic_score_codex":0.002811824,"about_ca_topic_score_gemma":0.0035752966,"teacher_disagreement_score":0.002811824,"about_ca_system_score_codex":0.00022311282,"about_ca_system_score_gemma":0.00023538525,"threshold_uncertainty_score":0.0055909753},"labels":[],"label_agreement":null},{"id":"W3110117633","doi":"10.22541/au.160578032.28658268/v1","title":"Stiffness behavior of sisal fiber reinforced foam concrete under flexural loading","year":2020,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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","funders":"","keywords":"Flexural strength; Composite material; Materials science; SISAL; Stiffness; Structural engineering; Fiber; Engineering","score_opus":0.036837648916308904,"score_gpt":0.27263675637322626,"score_spread":0.23579910745691735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110117633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967264,0.000060344883,0.00090088235,0.000029101424,0.000004901143,0.0000030047015,0.00009011526,0.000044926826,0.002140366],"genre_scores_gemma":[0.99881846,0.000023992518,0.00013576027,0.000003578417,0.000001142925,0.0000013167197,0.0000385305,0.000006835122,0.00097029365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983203,0.000023103908,0.0000061996093,0.000028982055,0.000065433516,0.00004424102],"domain_scores_gemma":[0.9994617,0.00023600747,0.00008660547,0.000042277625,0.00010701142,0.00006634366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019477599,0.00022243631,0.00015287616,0.00050342456,0.00023528181,0.0002376815,0.00022370221,0.0004046562,0.0034850931],"category_scores_gemma":[0.00076102046,0.00018071939,0.0001426107,0.00022749494,0.00063372706,0.000369345,0.00028679968,0.00027865777,0.00041106614],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015173759,0.000106957166,0.005452043,0.00014943976,0.000023136094,0.0008145086,0.0007096006,0.075014465,0.9023394,0.00126179,0.00040201054,0.012209307],"study_design_scores_gemma":[0.00004460364,0.00085644866,0.096548684,0.00005271782,0.0000385027,0.0004746258,0.00092164974,0.33244833,0.5662166,0.0008866763,0.0013984027,0.00011283122],"about_ca_topic_score_codex":0.0026098993,"about_ca_topic_score_gemma":0.0029990103,"teacher_disagreement_score":0.0034850931,"about_ca_system_score_codex":0.00021268893,"about_ca_system_score_gemma":0.00019435023,"threshold_uncertainty_score":0.011658788},"labels":[],"label_agreement":null},{"id":"W3110522116","doi":"10.1061/(asce)be.1943-5592.0001660","title":"Cost-Effective UHPC for Accelerated Bridge Construction: Material Properties, Structural Elements, and Structural Applications","year":2020,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":90,"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":"Precast concrete; Structural material; Engineering; Bridge (graph theory); Curing (chemistry); Durability; Construction engineering; Structural engineering; Civil engineering; Forensic engineering; Materials science; Composite material","score_opus":0.04108908692784521,"score_gpt":0.2595153892762452,"score_spread":0.21842630234839996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110522116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7783493,0.017344298,0.16973615,0.0008597245,0.00043882948,0.00043554115,0.0008653513,0.0008000623,0.031170836],"genre_scores_gemma":[0.94617516,0.0030154078,0.044343285,0.00009823699,0.000052459956,0.00012666872,0.00045507704,0.00007766562,0.005656042],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99891007,0.00006705315,0.000040297185,0.00008787549,0.00082710607,0.00006766947],"domain_scores_gemma":[0.99945194,0.000055659333,0.000113812486,0.00006969543,0.0002678112,0.000041075975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006668183,0.000674971,0.00038579464,0.0017292835,0.00035756343,0.0005317253,0.00069477246,0.0007199191,0.0026241438],"category_scores_gemma":[0.00079113565,0.00031290535,0.00043203615,0.0012335624,0.00034410294,0.0011300703,0.00063547154,0.00067220035,0.00063371914],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022825376,0.0002310382,0.0055620368,0.001690822,0.00003973081,0.0006005319,0.00018122328,0.0113673555,0.7954288,0.004908979,0.0028278807,0.17693338],"study_design_scores_gemma":[0.00007049434,0.0019062893,0.03337395,0.00027234567,0.00021766989,0.0018989496,0.00036666432,0.033981353,0.8391275,0.0016610196,0.08698677,0.00013698057],"about_ca_topic_score_codex":0.0012005589,"about_ca_topic_score_gemma":0.0037705724,"teacher_disagreement_score":0.0026241438,"about_ca_system_score_codex":0.00070909207,"about_ca_system_score_gemma":0.00053856976,"threshold_uncertainty_score":0.008778691},"labels":[],"label_agreement":null},{"id":"W3110852367","doi":"10.1139/cjce-2019-0592","title":"Tensile behaviour of ultra-high-performance steel fiber reinforced concrete","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Flexural strength; Ultimate tensile strength; Materials science; Composite material; Ductility (Earth science); Compressive strength; Bending; Fiber-reinforced concrete; Brittleness; Fiber; Structural engineering; Three point flexural test; Engineering; Creep","score_opus":0.010159614895416471,"score_gpt":0.17861906571213315,"score_spread":0.16845945081671668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110852367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988476,0.00009218326,0.00042771784,0.0000057502116,0.000002720104,0.000007127335,0.000075591066,0.000015655789,0.0005255851],"genre_scores_gemma":[0.9986507,0.00008078145,0.0004910755,0.000005010568,0.0000014550857,0.0000053263466,0.0000881971,0.000004777781,0.00067258684],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99913424,0.00009094538,0.00006201777,0.00011392158,0.000515856,0.00008303477],"domain_scores_gemma":[0.9990338,0.00017568468,0.00025097863,0.000069223875,0.00039480117,0.00007555859],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006551404,0.00048162608,0.0002906814,0.0006057918,0.00024916197,0.00023241143,0.0005190609,0.0005563786,0.0015228557],"category_scores_gemma":[0.0006174951,0.00025442964,0.00024768256,0.0003460327,0.00045829432,0.00031782436,0.0002427565,0.00034821083,0.00034044005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015442139,0.00006623168,0.003740724,0.000046482237,0.00001292757,0.00017223156,0.00010060347,0.0021358423,0.9913148,0.000039944778,0.00002051445,0.0021952707],"study_design_scores_gemma":[0.000010444057,0.001907,0.04771852,0.00001645659,0.000028030681,0.00022120036,0.00020883435,0.008170894,0.9412311,0.00003175983,0.00043341235,0.000022439413],"about_ca_topic_score_codex":0.0018625471,"about_ca_topic_score_gemma":0.006004088,"teacher_disagreement_score":0.0018625471,"about_ca_system_score_codex":0.0003469882,"about_ca_system_score_gemma":0.00023574011,"threshold_uncertainty_score":0.005094528},"labels":[],"label_agreement":null},{"id":"W3110904373","doi":"10.1088/1757-899x/978/1/012024","title":"The Performance of Slag Containing Engineered Cementitious Composites","year":2020,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Innovative concrete reinforcement 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":"Fly ash; Materials science; Cementitious; Cement; Durability; Ultimate tensile strength; Composite material; Composite number; Cracking; Slag (welding)","score_opus":0.013977056482377882,"score_gpt":0.19545117008775154,"score_spread":0.18147411360537366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110904373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99906105,0.00022390528,0.0001876717,0.0000040682626,0.000007453828,0.000004231946,0.00004563124,0.000013147237,0.00045276285],"genre_scores_gemma":[0.99921286,0.00006039385,0.00021512446,0.0000038848234,0.000001461387,0.0000033909573,0.000041846408,0.000004571172,0.00045654306],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966156,0.000040585575,0.000030031542,0.000045442077,0.00016635882,0.00005605036],"domain_scores_gemma":[0.9995906,0.00008535538,0.00011043099,0.000021250462,0.000117054915,0.0000753873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028976222,0.00034184294,0.00024504756,0.00047105446,0.00018721387,0.00024471298,0.00018748504,0.0002894698,0.0013770524],"category_scores_gemma":[0.00035152273,0.00018257835,0.00020932511,0.00028935418,0.00021492645,0.00031607688,0.0002386245,0.00031548113,0.00019504043],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003317795,0.000050594357,0.00065525284,0.0000471594,0.000008656879,0.000034835128,0.000029939969,0.00061378017,0.9969946,0.000030701434,0.00002145015,0.001181062],"study_design_scores_gemma":[0.000008943251,0.0010201165,0.007070216,0.000007156361,0.000022388522,0.000046705896,0.000055477954,0.0018236899,0.9894394,0.0000137380175,0.00048409204,0.000007987374],"about_ca_topic_score_codex":0.000923639,"about_ca_topic_score_gemma":0.0021581016,"teacher_disagreement_score":0.0013770524,"about_ca_system_score_codex":0.0001955406,"about_ca_system_score_gemma":0.00014248565,"threshold_uncertainty_score":0.004606664},"labels":[],"label_agreement":null},{"id":"W3112085708","doi":"10.21838/uhpc.9709","title":"UHPC in the UK","year":2019,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"WSP (Canada)","funders":"","keywords":"Plan (archaeology); Action plan; Government (linguistics); Transport engineering; Engineering; Process (computing); Business; Pedestrian; Computer science; Management","score_opus":0.006338424136596439,"score_gpt":0.19416196601880778,"score_spread":0.18782354188221134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112085708","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":[0.023134908,0.04170377,0.0007396213,0.09523337,0.015632391,0.0002546858,0.009278608,0.00058381364,0.81343895],"genre_scores_gemma":[0.06218934,0.021183018,0.00048584444,0.022374982,0.0013135421,0.00014597808,0.0028340206,0.00020910751,0.8892641],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99851865,0.00017803063,0.00011838491,0.00023455106,0.00047878723,0.00047161747],"domain_scores_gemma":[0.99801505,0.00018881213,0.0001601282,0.00011967467,0.000636795,0.00087955646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077185605,0.0005989213,0.00033476332,0.0013029422,0.003157665,0.004952613,0.000795058,0.0034651589,0.24249825],"category_scores_gemma":[0.0035097452,0.00032180143,0.00039609725,0.0020179928,0.0012351095,0.0024889507,0.0038148507,0.0023130786,0.061723888],"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":[0.00007569631,0.000030269157,0.0026789585,0.00051292626,0.000007854251,0.0017337546,0.00124551,0.000068753034,0.00045700028,0.026827551,0.86540306,0.100958675],"study_design_scores_gemma":[0.0000071353616,0.000016694663,0.0038765906,0.00018726179,0.0000015450019,0.00042122917,0.00057314103,0.000013445226,0.000039632112,0.0002803382,0.99457514,0.000007843772],"about_ca_topic_score_codex":0.09958037,"about_ca_topic_score_gemma":0.09205948,"teacher_disagreement_score":0.24249825,"about_ca_system_score_codex":0.0055880407,"about_ca_system_score_gemma":0.011451236,"threshold_uncertainty_score":0.81123745},"labels":[],"label_agreement":null},{"id":"W3113104172","doi":"10.1088/1757-899x/978/1/012019","title":"The Influence of Various Factors on the Drying Shrinkage of Basalt Fibre Reinforced Cement-Based Composites Designed by the Taguchi Method","year":2020,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Shrinkage; Materials science; Cement; Composite material; Fly ash; Basalt fiber; Durability; Fiber","score_opus":0.017136317111327196,"score_gpt":0.22138030343582235,"score_spread":0.20424398632449514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3113104172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9758985,0.00057999854,0.022791108,0.000011662893,0.00001943379,0.0000304808,0.00004059414,0.00004581583,0.000582333],"genre_scores_gemma":[0.982544,0.00040933822,0.016597703,0.0000070587007,0.0000029829503,0.000023442299,0.00003508925,0.000012190596,0.0003682472],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965215,0.000058415713,0.000038734423,0.00004386737,0.00017774726,0.000029039307],"domain_scores_gemma":[0.999458,0.00028569167,0.00012657835,0.00002478356,0.000080220205,0.000024790745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005065437,0.000409248,0.00043416736,0.00030499193,0.00015075719,0.0002636563,0.00021855213,0.0002227587,0.00046209167],"category_scores_gemma":[0.000673555,0.0002949481,0.00036190852,0.00032298014,0.00019382835,0.00020024895,0.000116955365,0.00033088314,0.0001238959],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000112562564,0.000036049143,0.0006639406,0.000096726864,0.00000784763,0.00002647257,0.00004721555,0.0038611332,0.9910289,0.000039112656,0.00000740282,0.0040726503],"study_design_scores_gemma":[0.00000655351,0.0004581187,0.0037966175,0.0000064976753,0.00004016281,0.0000520829,0.00003440274,0.011209405,0.9840656,0.000019583966,0.00029767456,0.00001336429],"about_ca_topic_score_codex":0.0004613582,"about_ca_topic_score_gemma":0.0015702904,"teacher_disagreement_score":0.0005065437,"about_ca_system_score_codex":0.00016303835,"about_ca_system_score_gemma":0.00016921913,"threshold_uncertainty_score":0.0026789308},"labels":[],"label_agreement":null},{"id":"W3113281628","doi":"10.1088/1757-899x/978/1/012023","title":"Interfacial Characteristics of Engineered Pulp Fibre Reinforced Concretes Containing Various Pozzolans","year":2020,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Durability; Metakaolin; Materials science; Silica fume; Composite material; Cementitious; Pozzolan; Absorption of water; Fly ash; Cement; Portland cement","score_opus":0.016193767011322614,"score_gpt":0.20571168962828124,"score_spread":0.18951792261695863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3113281628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989231,0.00019363796,0.00040047712,0.000004139307,0.0000040710584,0.0000037640864,0.000040506275,0.000015069461,0.00041520892],"genre_scores_gemma":[0.99898916,0.00007238899,0.00017144092,0.00000433639,0.0000011842928,0.000003107178,0.000051782,0.000005177151,0.0007014669],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999002,0.0000069028565,0.0000056363606,0.000019912704,0.00004644148,0.000020855341],"domain_scores_gemma":[0.99976116,0.000050765342,0.000054532906,0.000007195581,0.00008160224,0.0000447131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015704583,0.00019244428,0.00012766919,0.00045089802,0.00016265636,0.00026470658,0.00012874044,0.0001949194,0.0016088493],"category_scores_gemma":[0.00025558306,0.00016211612,0.00013517568,0.00017803145,0.0001918053,0.00019259204,0.00015154021,0.00033089228,0.00020334224],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006868736,0.00001486096,0.0010101632,0.000023651688,0.000004338352,0.000056527464,0.000052585376,0.00016623443,0.9978497,0.0000317786,0.000010747318,0.0007108257],"study_design_scores_gemma":[0.000006892417,0.00026112483,0.032621183,0.000010569667,0.000029389856,0.000099614605,0.00021391193,0.0024495472,0.96360683,0.00002717127,0.00066420157,0.00000947721],"about_ca_topic_score_codex":0.0018883278,"about_ca_topic_score_gemma":0.0029560372,"teacher_disagreement_score":0.0018883278,"about_ca_system_score_codex":0.00016800335,"about_ca_system_score_gemma":0.000079806465,"threshold_uncertainty_score":0.0053821206},"labels":[],"label_agreement":null},{"id":"W3120372825","doi":"10.1007/s40999-020-00591-8","title":"Theoretical and Experimental Flexural Behavior of Steel Bars-Reinforced Concrete Beams Strengthened with Cementitious Mortars Based on Dune Sands","year":2021,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Mortar; Flexural strength; Reinforcement; Beam (structure); Materials science; Cementitious; Ductility (Earth science); Structural engineering; Composite material; Geotechnical engineering; Reinforced concrete; Geology; Cement; Engineering; Creep","score_opus":0.005317882271192236,"score_gpt":0.22330127762891072,"score_spread":0.2179833953577185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3120372825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9904665,0.00011212551,0.0022301301,0.000035553523,0.000009718996,0.00001517506,0.00020661604,0.00006336802,0.006860802],"genre_scores_gemma":[0.9987437,0.000052647403,0.00040338555,0.0000024325113,0.0000015987356,0.000008080065,0.000066319335,0.0000049009477,0.0007169718],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997845,0.000033549124,0.000008260304,0.00003928047,0.00008913067,0.000045222754],"domain_scores_gemma":[0.99946517,0.00031663035,0.000044014825,0.0000495143,0.00010022157,0.00002459258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047546867,0.00044342066,0.00026437847,0.0006753258,0.00051033404,0.0003203044,0.0010570055,0.0007847299,0.0054595517],"category_scores_gemma":[0.0011963648,0.00038866868,0.0004073152,0.00037342665,0.0010700255,0.00043752624,0.00023758612,0.00033232596,0.00043749495],"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":[0.0013904326,0.00046648868,0.018479103,0.00051302946,0.00006778951,0.0009725682,0.00051357626,0.5843555,0.3657735,0.010843816,0.000611357,0.01601285],"study_design_scores_gemma":[0.00012031172,0.000955368,0.048172813,0.000058281956,0.000098169716,0.0002881387,0.00060826086,0.75080156,0.19490543,0.0020767543,0.0018406762,0.000074290394],"about_ca_topic_score_codex":0.0029545692,"about_ca_topic_score_gemma":0.0037055607,"teacher_disagreement_score":0.0054595517,"about_ca_system_score_codex":0.0005459878,"about_ca_system_score_gemma":0.00030704675,"threshold_uncertainty_score":0.018263996},"labels":[],"label_agreement":null},{"id":"W3120424706","doi":"10.1007/s42947-020-6003-8","title":"The potential use of lightweight cellular concrete in pavement application: a review","year":2020,"lang":"en","type":"review","venue":"International Journal of Pavement Research and Technology","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Subbase; Subgrade; Service life; Pavement engineering; Durability; Civil engineering; Engineering; Materials science; Mechanical engineering; Composite material; Asphalt; Mathematics","score_opus":0.053907686508081025,"score_gpt":0.35404064385519446,"score_spread":0.3001329573471134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3120424706","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":[0.0006808786,0.99747187,0.00019799273,0.000110452806,0.00010030253,0.000010118012,0.000024674513,0.000006094605,0.0013975891],"genre_scores_gemma":[0.0029437032,0.9961565,0.00025782723,0.0000504289,0.000050617633,0.000006409536,0.000022586906,0.0000014410067,0.0005104981],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99969685,0.000037648813,0.000052703177,0.00006275768,0.0001267276,0.00002339691],"domain_scores_gemma":[0.9993162,0.00035629398,0.000120883,0.000014206673,0.00016388428,0.000028401466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056631246,0.00074519805,0.0010298672,0.0030369747,0.0002741874,0.0009264863,0.0007069393,0.0009840061,0.0036952256],"category_scores_gemma":[0.00082040025,0.0003968838,0.0007323369,0.0023101345,0.00035349894,0.0011093281,0.00039082475,0.00080707273,0.00095060864],"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":[0.000069734015,0.00016164487,0.0004607979,0.10336191,0.0002009333,0.0003114408,0.0001607595,0.001302236,0.009039688,0.0054983054,0.010271463,0.86916107],"study_design_scores_gemma":[0.000010267021,0.0003208735,0.0016378538,0.011777235,0.0004404906,0.0012328054,0.00020461618,0.00031377818,0.0048222113,0.0012306242,0.9779748,0.000034428296],"about_ca_topic_score_codex":0.0016266366,"about_ca_topic_score_gemma":0.0030598873,"teacher_disagreement_score":0.0036952256,"about_ca_system_score_codex":0.00037590702,"about_ca_system_score_gemma":0.0012906325,"threshold_uncertainty_score":0.012361765},"labels":[],"label_agreement":null},{"id":"W3123370588","doi":"10.1139/cjce-2020-0343","title":"Chemical attack on concrete containing a high volume of crumb rubber as a partial replacement for fine aggregate in engineered cementitious composite (ECC)","year":2021,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"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":"Crumb rubber; Materials science; Scrap; Aggregate (composite); Composite material; Natural rubber; Volume (thermodynamics); Compressive strength; Cementitious; Dispose pattern; Durability; Composite number; Waste management; Cement; Metallurgy; Engineering","score_opus":0.013430806509598934,"score_gpt":0.21900843210653823,"score_spread":0.2055776255969393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3123370588","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890137,0.0003344887,0.0005137787,0.0000062275462,0.0000033442104,0.0000082389315,0.000018875204,0.000007806892,0.00020582914],"genre_scores_gemma":[0.9975446,0.00041065225,0.0015086047,0.000007437859,0.0000025720542,0.0000068713553,0.000033909455,0.000003299353,0.00048205326],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997613,0.00004437877,0.000020831316,0.00004051553,0.00010030491,0.000032657073],"domain_scores_gemma":[0.9997646,0.00004955909,0.000110975176,0.000017033013,0.00003669533,0.000021106749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028662445,0.000270474,0.00018660152,0.0002748755,0.000098374345,0.0001602297,0.00017732245,0.00025069367,0.00042289088],"category_scores_gemma":[0.000241658,0.00013558076,0.00037926703,0.00016256906,0.00017253487,0.00020453206,0.00015004871,0.00026936742,0.00011690663],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060086397,0.000020465624,0.00020884554,0.000060197206,0.000005471286,0.000027088872,0.0000149842845,0.00030190856,0.9983558,0.000013632147,0.0000043273176,0.00092715526],"study_design_scores_gemma":[0.0000026266664,0.0008871344,0.0035190696,0.0000071007034,0.000019738893,0.000071751645,0.000017626393,0.0006230504,0.9946002,0.0000054718444,0.0002412934,0.0000050922176],"about_ca_topic_score_codex":0.00065248064,"about_ca_topic_score_gemma":0.0024064346,"teacher_disagreement_score":0.00065248064,"about_ca_system_score_codex":0.00016211768,"about_ca_system_score_gemma":0.00012891846,"threshold_uncertainty_score":0.0015158057},"labels":[],"label_agreement":null},{"id":"W3126260096","doi":"10.1016/j.conbuildmat.2021.122523","title":"Genetic programming based symbolic regression for shear capacity prediction of SFRC beams","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":66,"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":"Genetic programming; Symbolic regression; Computer science; Test data; Shear (geology); Generalization; Regression; Synthetic data; Machine learning; Structural engineering; Artificial intelligence; Algorithm; Engineering; Mathematics; Geology; Statistics","score_opus":0.01854161248614075,"score_gpt":0.2285386152414181,"score_spread":0.20999700275527736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3126260096","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":[0.29281327,0.0003869538,0.6975948,0.0003938468,0.00006583551,0.000061040686,0.00020042263,0.0015178965,0.0069659054],"genre_scores_gemma":[0.9478851,0.000089484296,0.04898517,0.0000651478,0.000017757568,0.00007384655,0.00014696158,0.000063263535,0.002673311],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997993,0.00007409709,0.000005955274,0.000042661468,0.000042488584,0.00003550301],"domain_scores_gemma":[0.9989748,0.00079289125,0.00006161751,0.000023836252,0.00012817819,0.000018745435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004850719,0.0006474424,0.0006877381,0.00059237843,0.00037180647,0.00049230317,0.00065501867,0.0010851983,0.0020323792],"category_scores_gemma":[0.00149106,0.0003290231,0.0005232854,0.00055617397,0.0004675885,0.0002819287,0.00033050828,0.0008282188,0.00024658337],"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":[0.000013059314,0.00001812119,0.00025369955,0.000007705915,0.0000073747983,0.000013855363,0.000007315642,0.98897386,0.000387291,0.000395346,0.00010571616,0.009816632],"study_design_scores_gemma":[0.0000010261826,0.0000032492715,0.00003065847,6.848908e-7,9.0208874e-7,7.5542744e-7,9.198756e-7,0.99975353,0.000090486144,0.00010279321,0.000014515802,5.1662084e-7],"about_ca_topic_score_codex":0.0252814,"about_ca_topic_score_gemma":0.01605241,"teacher_disagreement_score":0.0252814,"about_ca_system_score_codex":0.00075445237,"about_ca_system_score_gemma":0.0009608705,"threshold_uncertainty_score":0.05026847},"labels":[],"label_agreement":null},{"id":"W3126722770","doi":"10.21838/uhpc.9693","title":"Impact of Mixing and Curing Temperatures on UHPFRC Properties","year":2019,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"","keywords":"Precast concrete; Curing (chemistry); Materials science; Slump; Compressive strength; Composite material; Flexural strength; Reinforced concrete; Fiber-reinforced concrete; Structural engineering; Engineering","score_opus":0.01103297087081126,"score_gpt":0.2232613334845995,"score_spread":0.21222836261378825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3126722770","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99706453,0.0006349763,0.0010011118,0.000014216887,0.000008434166,0.00001422242,0.00016150663,0.000049754733,0.0010513412],"genre_scores_gemma":[0.99808276,0.00017557084,0.000725547,0.000009530689,0.000003309398,0.000010050816,0.0001451094,0.000031061074,0.00081703917],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99934,0.000081298145,0.000038515784,0.00015529057,0.00028586262,0.00009903173],"domain_scores_gemma":[0.99907744,0.00035972285,0.00024628223,0.00008992154,0.00014823534,0.00007828427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000590454,0.0005019246,0.00028880048,0.00043199232,0.00023031385,0.00043304905,0.00020893966,0.00039759005,0.0016667983],"category_scores_gemma":[0.0011711423,0.00025511757,0.00033359253,0.00036024078,0.00040199,0.00042334705,0.0002914431,0.00058227143,0.00033379582],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033466748,0.000020848767,0.0013148783,0.00006288683,0.000011517615,0.00007412177,0.00009182858,0.0008546066,0.9946108,0.000042406817,0.00001967147,0.0025617497],"study_design_scores_gemma":[0.000003410797,0.000361401,0.010075348,0.0000063113234,0.000015281586,0.00005459472,0.000038359467,0.0006523831,0.9883604,0.000014169053,0.00041055525,0.000007689744],"about_ca_topic_score_codex":0.0005882927,"about_ca_topic_score_gemma":0.0007085098,"teacher_disagreement_score":0.0016667983,"about_ca_system_score_codex":0.00022356531,"about_ca_system_score_gemma":0.00015714875,"threshold_uncertainty_score":0.005575955},"labels":[],"label_agreement":null},{"id":"W3131418818","doi":"10.1016/j.conbuildmat.2021.122539","title":"Effect of graphene oxide on single fiber pullout behavior","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"King Mongkut's University of Technology North Bangkok; National Research Council of Thailand; Thailand Research Fund","keywords":"Materials science; Composite material; Bond strength; Scanning electron microscope; Cement; Fiber; Polypropylene; Graphene; Mortar; Composite number; Glass fiber; Adhesive; Layer (electronics)","score_opus":0.008118471984675435,"score_gpt":0.22980230790747466,"score_spread":0.22168383592279922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3131418818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998898,0.000109197346,0.000120076314,0.00002091762,0.000017007931,0.0000028428146,0.000059079543,0.000016258142,0.0007564428],"genre_scores_gemma":[0.99926597,0.00008669972,0.00016311235,0.000011550629,0.0000035187675,0.0000024663357,0.000034443707,0.000008842258,0.00042333713],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998703,0.000011036991,0.000005774381,0.000029195471,0.00004034204,0.000043453736],"domain_scores_gemma":[0.9996408,0.00018418161,0.00005451605,0.000027613849,0.000052166433,0.000040733557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015485636,0.00029385628,0.00013527871,0.00020896217,0.00021913512,0.0002631121,0.00025057612,0.00032954925,0.0030082376],"category_scores_gemma":[0.00050250336,0.00014047703,0.00013947852,0.00016693953,0.00027767758,0.00033195456,0.00014814355,0.00026739304,0.00018757337],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005867726,0.00006538734,0.00038576717,0.000063369844,0.000014123079,0.00011788741,0.000073047326,0.00053844263,0.99606496,0.00009167677,0.00008038165,0.0019181267],"study_design_scores_gemma":[0.000009888461,0.00023064548,0.0036101015,0.000006152288,0.000016431186,0.000021170617,0.000065074106,0.00220021,0.9934994,0.000024230094,0.00030632384,0.00001035313],"about_ca_topic_score_codex":0.001930803,"about_ca_topic_score_gemma":0.003368938,"teacher_disagreement_score":0.0030082376,"about_ca_system_score_codex":0.00023149344,"about_ca_system_score_gemma":0.00014221037,"threshold_uncertainty_score":0.010063589},"labels":[],"label_agreement":null},{"id":"W3134137060","doi":"10.1061/(asce)mt.1943-5533.0003700","title":"Initial Assessment of Liquefied Scrap Tire Concrete","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement 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":"Intertek (Canada)","funders":"","keywords":"Scrap; Flexural strength; Materials science; Compressive strength; Composite material; Toughness; Waste management; Engineering; Metallurgy","score_opus":0.013077135921047174,"score_gpt":0.2660225881855416,"score_spread":0.2529454522644944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134137060","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970919,0.00024111575,0.001643235,0.0000102794,0.000001906315,0.000028940194,0.000079888,0.000019854466,0.0008827608],"genre_scores_gemma":[0.9948265,0.00023589873,0.0030556312,0.0000120027735,0.000001462806,0.000015969845,0.00013122568,0.000008976264,0.0017123522],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995105,0.00007809058,0.00002708686,0.0000578784,0.0002749061,0.000051573687],"domain_scores_gemma":[0.9994541,0.00008424757,0.000054370157,0.000024813402,0.0003185185,0.000064108004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005757345,0.0003773921,0.0002902151,0.00042863074,0.0002639994,0.00029523647,0.00034346696,0.000470283,0.0017808727],"category_scores_gemma":[0.00091938855,0.00017748652,0.00018214574,0.00021402077,0.0003610804,0.0004096346,0.00041174152,0.00029763396,0.00025174062],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032384534,0.00003584588,0.0036975057,0.0001201623,0.000009519424,0.00016343367,0.00014900188,0.0010740154,0.98831904,0.000035971112,0.000018894298,0.0060526603],"study_design_scores_gemma":[0.0000065430213,0.0017293415,0.019557763,0.000015991307,0.00002531376,0.00013486807,0.00025886556,0.0031608392,0.97350883,0.00002634764,0.001563649,0.0000117356185],"about_ca_topic_score_codex":0.0036761921,"about_ca_topic_score_gemma":0.013509183,"teacher_disagreement_score":0.0036761921,"about_ca_system_score_codex":0.00035428078,"about_ca_system_score_gemma":0.00030034306,"threshold_uncertainty_score":0.0073096156},"labels":[],"label_agreement":null},{"id":"W3136632281","doi":"10.18280/acsm.450108","title":"Performance Prediction and Mix Ratio Optimization for Multielement Green High-Performance Fiber-Reinforced Cement Matrix Composite","year":2021,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Department of Transportation of Hunan Province; U.S. Department of Transportation","keywords":"Materials science; Composite number; Composite material; Cement; Shrinkage; Fly ash; Durability; Fiber; Matrix (chemical analysis); Slurry","score_opus":0.019171961131128932,"score_gpt":0.2438276422104349,"score_spread":0.22465568107930597,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3136632281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6669367,0.00063189195,0.32412133,0.00012284213,0.000016149535,0.00007330875,0.00007502546,0.00027174692,0.0077509307],"genre_scores_gemma":[0.97251296,0.00012733006,0.025863567,0.000015257931,0.0000032463124,0.00003597776,0.000043464268,0.000031352865,0.0013668399],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999793,0.000049028014,0.000006937773,0.0000439753,0.000065427965,0.000041688054],"domain_scores_gemma":[0.99978834,0.00010362714,0.000045672645,0.0000075222474,0.000042088457,0.000012795042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005346416,0.0009348923,0.0004814418,0.00072464795,0.00020395737,0.0005637801,0.0003046255,0.0007972418,0.00093902816],"category_scores_gemma":[0.0005414782,0.0003906208,0.0005181,0.00029481767,0.00027361288,0.00040914016,0.0003008555,0.00029576558,0.00018269905],"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":[0.00009977385,0.00011048574,0.0015416713,0.000090869136,0.000028430939,0.00005077342,0.000023889614,0.95820475,0.027780106,0.00047573488,0.00014322728,0.011450302],"study_design_scores_gemma":[0.0000079227675,0.000107181506,0.0007352643,0.0000031048764,0.000015096407,0.000010343116,0.000014019923,0.9930118,0.005861999,0.00010411715,0.00012439486,0.000004870191],"about_ca_topic_score_codex":0.0031522063,"about_ca_topic_score_gemma":0.0037418709,"teacher_disagreement_score":0.0031522063,"about_ca_system_score_codex":0.00053606275,"about_ca_system_score_gemma":0.0005167481,"threshold_uncertainty_score":0.006267667},"labels":[],"label_agreement":null},{"id":"W3136773672","doi":"10.1016/j.conbuildmat.2021.122760","title":"Effect of mix composition on the mechanical properties of SFRC","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Read Jones Christoffersen (Canada); University of British Columbia; Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexural strength; Compressive strength; Materials science; Ultimate tensile strength; Composite material; Shear (geology); Aggregate (composite); Structural engineering; Fiber-reinforced concrete; Volume fraction; Fiber; Engineering","score_opus":0.01111744600907508,"score_gpt":0.21456059180353082,"score_spread":0.20344314579445574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3136773672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99720144,0.000378646,0.00044802215,0.000017633587,0.000015855638,0.000011127103,0.00012743236,0.000040288305,0.001759574],"genre_scores_gemma":[0.99763834,0.0001750856,0.00056910346,0.000021365764,0.000009381525,0.000013218909,0.00011229623,0.000048757003,0.0014124368],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993754,0.00014642603,0.00008004392,0.0001036049,0.0001831544,0.000111396745],"domain_scores_gemma":[0.9989837,0.0004095219,0.00017971658,0.000059829155,0.00021077423,0.00015639992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007620382,0.00043960713,0.00040660874,0.0007247277,0.000354758,0.0005322133,0.00031406136,0.0003815568,0.0068897423],"category_scores_gemma":[0.0015404512,0.00042143225,0.00024038946,0.0005987998,0.00038167523,0.000624259,0.00042730258,0.0003682151,0.0010329944],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0051984144,0.00017524214,0.0048008887,0.00024716047,0.00005198236,0.00021446783,0.00018462416,0.002225132,0.97882766,0.00029613188,0.0001470618,0.007631314],"study_design_scores_gemma":[0.000031390515,0.0009971116,0.010890119,0.000016357453,0.00008949704,0.00007867257,0.000120632365,0.0027248687,0.98374325,0.000052833384,0.0012374755,0.000017782926],"about_ca_topic_score_codex":0.001225201,"about_ca_topic_score_gemma":0.0018987572,"teacher_disagreement_score":0.0068897423,"about_ca_system_score_codex":0.00029152675,"about_ca_system_score_gemma":0.00030129464,"threshold_uncertainty_score":0.02304846},"labels":[],"label_agreement":null},{"id":"W3137018738","doi":"10.18280/rcma.310101","title":"Experimental Investigation of Rubberized Functionally Graded Concrete","year":2021,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Malaviya National Institute of Technology, Jaipur; Division of Materials Research; Department of Science and Technology, Ministry of Science and Technology, India","keywords":"Materials science; Flexural strength; Compressive strength; Precast concrete; Shrinkage; Composite material; Aggregate (composite); Microstructure; Scanning electron microscope; Structural engineering; Engineering","score_opus":0.05806643730410404,"score_gpt":0.26040383330168004,"score_spread":0.202337395997576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3137018738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99695206,0.00009928985,0.0015183083,0.000009202986,0.00001104213,0.000094199764,0.0002008474,0.000022144208,0.001092852],"genre_scores_gemma":[0.99214786,0.00028609805,0.0044847406,0.000018536279,0.000010768361,0.00013208283,0.00023077629,0.000011772335,0.0026773354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994522,0.000043915472,0.00003465357,0.00014925587,0.00022374761,0.00009628416],"domain_scores_gemma":[0.99940443,0.000082612954,0.00011911988,0.00009592587,0.00020191137,0.000095904375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056064955,0.0006237987,0.00043033613,0.00052685884,0.00046766517,0.00016617707,0.00042967597,0.0008066495,0.0022583285],"category_scores_gemma":[0.00032437185,0.00020471819,0.00030585006,0.00036371907,0.0004290837,0.00029353873,0.00040200457,0.00061188417,0.00039708323],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003112571,0.0011432872,0.0010121301,0.00013130729,0.000011866872,0.00021984652,0.00014970386,0.0020335643,0.9929269,0.00019457792,0.000053215244,0.0018123075],"study_design_scores_gemma":[0.00007249575,0.017282022,0.00984369,0.000024706305,0.000070916816,0.00022022339,0.00022733367,0.003015418,0.965506,0.00013394012,0.0035678027,0.000035391564],"about_ca_topic_score_codex":0.0010851223,"about_ca_topic_score_gemma":0.0020387666,"teacher_disagreement_score":0.0022583285,"about_ca_system_score_codex":0.00019275132,"about_ca_system_score_gemma":0.00033344404,"threshold_uncertainty_score":0.0075548887},"labels":[],"label_agreement":null},{"id":"W3138361780","doi":"10.3390/ma14061363","title":"Performance of Repaired Concrete under Cyclic Flexural Loading","year":2021,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":false,"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Cementitious; Materials science; Mortar; Fatigue limit; Flexural strength; Cyclic stress; Cement; Composite material; Fatigue testing; Engineering","score_opus":0.017020250036575674,"score_gpt":0.22367454976827195,"score_spread":0.20665429973169627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3138361780","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975485,0.0004126608,0.0013369592,0.000010616259,0.000015148279,0.000011750781,0.0000849874,0.00011220423,0.00046717178],"genre_scores_gemma":[0.9980585,0.00014386795,0.000683358,0.000010042868,0.0000028463205,0.000008586575,0.00012744195,0.000025039608,0.0009403022],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99918514,0.0000825727,0.000090877795,0.00015281895,0.00035193283,0.00013662592],"domain_scores_gemma":[0.9988323,0.00020036026,0.0002463578,0.00017111558,0.00039417078,0.00015575468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092891796,0.00091780565,0.00048804877,0.0008129869,0.00038059827,0.00028165974,0.00067464396,0.0009945025,0.0015428916],"category_scores_gemma":[0.0016375656,0.0002916791,0.0004173649,0.00032781484,0.00045563458,0.0005870073,0.0004087696,0.00039013443,0.00071524567],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006028662,0.00007070703,0.0045504537,0.00014840296,0.000026516349,0.0002651755,0.00029190985,0.006891977,0.9739842,0.000035884077,0.00007835859,0.013053592],"study_design_scores_gemma":[0.00001261883,0.004180604,0.028171686,0.00003248722,0.00007064282,0.00039089203,0.00028234365,0.0126502,0.9532196,0.000039373022,0.00089510693,0.000054381115],"about_ca_topic_score_codex":0.0027461068,"about_ca_topic_score_gemma":0.006261865,"teacher_disagreement_score":0.0027461068,"about_ca_system_score_codex":0.00030402432,"about_ca_system_score_gemma":0.00035410165,"threshold_uncertainty_score":0.0054602623},"labels":[],"label_agreement":null},{"id":"W3145292803","doi":"","title":"The Potential of Using Rubberchips as a Soft Clay Stabilizer Enhancing Agent","year":2010,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovative concrete reinforcement 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":"Materials science; Compressive strength; Composite material; Natural rubber; Curing (chemistry); Cement; Soil stabilization; Compressibility; Soil water; Geology","score_opus":0.012230074528012376,"score_gpt":0.24083738064565843,"score_spread":0.22860730611764607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145292803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9670747,0.0064358045,0.021380447,0.00024760672,0.00006939061,0.00007561545,0.0001304359,0.00020550058,0.0043804827],"genre_scores_gemma":[0.98127156,0.002098386,0.014080139,0.000051450137,0.000018405113,0.000018308896,0.00007910126,0.000019671073,0.0023630457],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992466,0.000019054432,0.000004928597,0.000016622422,0.000019713127,0.000015086009],"domain_scores_gemma":[0.9998549,0.000038569164,0.000046210265,0.000015005209,0.000019913587,0.000025299243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019958559,0.0003589405,0.00015323475,0.00027363608,0.00010716312,0.00036033816,0.00023806388,0.00035579494,0.0008691529],"category_scores_gemma":[0.00017461058,0.00013282543,0.00031203637,0.00013021298,0.00022084922,0.000311015,0.00019698733,0.00028118832,0.00040370817],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007913114,0.000042194217,0.00016596037,0.00009737465,0.000007123351,0.0000637271,0.000012441415,0.00037769938,0.9926416,0.00022973013,0.000034475575,0.006248534],"study_design_scores_gemma":[0.000007836998,0.0006905151,0.00054807507,0.000006113632,0.000021898873,0.000112219415,0.000008804839,0.0010117516,0.9952147,0.00004229774,0.002328085,0.000007660698],"about_ca_topic_score_codex":0.00031136328,"about_ca_topic_score_gemma":0.0007241022,"teacher_disagreement_score":0.0008691529,"about_ca_system_score_codex":0.00010338725,"about_ca_system_score_gemma":0.00018437169,"threshold_uncertainty_score":0.0029076338},"labels":[],"label_agreement":null},{"id":"W3159413259","doi":"10.1201/9780429321559-50","title":"Specifying and testing fibre reinforced sprayed concrete: Advantages and challenges of some testing methods","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Structural engineering; Computer science; Engineering","score_opus":0.08670235033756486,"score_gpt":0.28849528913470107,"score_spread":0.20179293879713622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3159413259","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":[0.010477847,0.0016116595,0.98335373,0.00021492063,0.00003947312,0.0001941483,0.00008753988,0.0010128289,0.0030077994],"genre_scores_gemma":[0.121899,0.0033025052,0.8700741,0.00011417006,0.000093309885,0.0004919245,0.00023018908,0.0005857458,0.0032090817],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9812661,0.0044846954,0.0011452249,0.0017423187,0.011085974,0.0002757829],"domain_scores_gemma":[0.97921777,0.008750607,0.0014518767,0.0053045033,0.0047991346,0.00047610083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008575106,0.0015067066,0.0010325359,0.0027127129,0.0005228601,0.002677813,0.005011972,0.0014705783,0.0023676744],"category_scores_gemma":[0.010739377,0.0010373875,0.0011205198,0.001377122,0.0027746786,0.0036881596,0.002600588,0.0021166438,0.0011360709],"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":[0.00023527471,0.0004485728,0.009470696,0.0019627125,0.000070853865,0.0006029745,0.0023681999,0.023111382,0.19999644,0.028532064,0.0009844599,0.7322164],"study_design_scores_gemma":[0.00014448451,0.0038319232,0.017815173,0.0014219017,0.00024200596,0.008249865,0.003130367,0.36060378,0.39225954,0.09140237,0.12008534,0.00081333687],"about_ca_topic_score_codex":0.0013410508,"about_ca_topic_score_gemma":0.0013516486,"teacher_disagreement_score":0.008575106,"about_ca_system_score_codex":0.0007674459,"about_ca_system_score_gemma":0.0010494166,"threshold_uncertainty_score":0.045350075},"labels":[],"label_agreement":null},{"id":"W3159837265","doi":"10.3390/ma14092378","title":"Mechanical Behavior of Ultrahigh-Performance Concrete Tunnel Lining Segments","year":2021,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":"Spall; Materials science; Durability; Cracking; Precast concrete; Flexural strength; Composite material; Thrust; Structural engineering; Engineering","score_opus":0.01656924960716293,"score_gpt":0.22774084842727974,"score_spread":0.2111715988201168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3159837265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99903536,0.00010538729,0.00057070097,0.0000040780087,0.0000016983773,0.00000612191,0.00003537315,0.000013763517,0.00022762787],"genre_scores_gemma":[0.99781644,0.00009477545,0.0011597804,0.0000059211898,8.0444846e-7,0.0000067083,0.00007613649,0.0000062419563,0.000833192],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978703,0.000018679537,0.000012005905,0.000032156135,0.00011795365,0.000032100128],"domain_scores_gemma":[0.99974567,0.000025537587,0.000098288096,0.000018360543,0.00007051598,0.00004153537],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019529482,0.00032464007,0.00014749913,0.00026310733,0.00017758725,0.00015584796,0.00017556669,0.00035849356,0.00096725504],"category_scores_gemma":[0.00023772866,0.0001783905,0.00018417314,0.00016992538,0.00024032712,0.00019135665,0.00017792487,0.00032651515,0.00021050738],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003761114,0.000008791248,0.0013988154,0.000024943392,0.0000027746353,0.00006262748,0.000045248868,0.00036464608,0.9968581,0.00001071295,0.000008281603,0.0011774871],"study_design_scores_gemma":[0.0000033849954,0.0010362774,0.053776544,0.000015632337,0.000018188368,0.00025507098,0.00017784115,0.001683316,0.94192946,0.000014040642,0.0010747229,0.000015471684],"about_ca_topic_score_codex":0.0008543912,"about_ca_topic_score_gemma":0.0032338384,"teacher_disagreement_score":0.00096725504,"about_ca_system_score_codex":0.0001730618,"about_ca_system_score_gemma":0.00016825233,"threshold_uncertainty_score":0.003235817},"labels":[],"label_agreement":null},{"id":"W3162781421","doi":"10.18280/acsm.450211","title":"Physical Properties and Durability of Green Fiber-Reinforced Concrete for Road Bridges","year":2021,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Durability; Shrinkage; Materials science; Flexural strength; Carbonation; Ultimate tensile strength; Cracking; Compressive strength; Structural engineering; Brittleness; Composite material; Fiber; Fiber-reinforced concrete; Engineering","score_opus":0.04866683418414504,"score_gpt":0.2636578482800901,"score_spread":0.21499101409594507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3162781421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944945,0.0018515516,0.0021436005,0.000023562498,0.000008940775,0.000011018798,0.000116999945,0.000031485695,0.0013184531],"genre_scores_gemma":[0.9979011,0.00039260017,0.0009607914,0.0000068402114,0.000002389905,0.000004830803,0.00009573537,0.000007993174,0.0006277868],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996586,0.000038238515,0.000018473542,0.000037620994,0.00022317746,0.000023899178],"domain_scores_gemma":[0.9997466,0.000047893707,0.000083860556,0.000022929195,0.00007550513,0.000023085506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004213188,0.00024708724,0.00019579545,0.0008130388,0.00017538399,0.00018813329,0.00016707092,0.00032175632,0.0007315397],"category_scores_gemma":[0.00040650874,0.00012567453,0.0003164565,0.00032684248,0.00016195173,0.00032324044,0.00015912221,0.00019572434,0.00022992746],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010616001,0.00006423364,0.016190968,0.00021680034,0.000042780834,0.00024190392,0.0001120945,0.009724406,0.9442844,0.00033878576,0.00018753132,0.028489975],"study_design_scores_gemma":[0.00001206392,0.0010683272,0.1416906,0.000059286423,0.00010883974,0.0009811892,0.00019654311,0.02222942,0.8274236,0.00036118628,0.0057996735,0.00006936085],"about_ca_topic_score_codex":0.0010725786,"about_ca_topic_score_gemma":0.002764401,"teacher_disagreement_score":0.0010725786,"about_ca_system_score_codex":0.00028825775,"about_ca_system_score_gemma":0.00022207097,"threshold_uncertainty_score":0.002447188},"labels":[],"label_agreement":null},{"id":"W3163071099","doi":"10.21838/uhpc.9656","title":"Implementation of Ultra-High Performance Concrete (UHPC) Decked I-Beam in Ontario","year":2019,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Flange; Deck; Beam (structure); Engineering; Formwork; Welding; Structural engineering; Mechanical engineering","score_opus":0.009773710843102123,"score_gpt":0.22239412594800884,"score_spread":0.2126204151049067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3163071099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93507016,0.000100447985,0.0082742805,0.00035657577,0.000032446085,0.0008600359,0.0005055502,0.00032369964,0.054476835],"genre_scores_gemma":[0.9254548,0.0001863368,0.01906096,0.00013650568,0.0000036075369,0.00031043595,0.0005743252,0.00006907744,0.054204043],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99889743,0.00007774021,0.000022233891,0.00015369692,0.00051218626,0.00033673903],"domain_scores_gemma":[0.99888736,0.000047002064,0.00005730899,0.00009085123,0.0006529098,0.0002646592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009939952,0.00034957787,0.0001679015,0.00032081353,0.0030372632,0.00088672154,0.0014480368,0.00068129605,0.004951694],"category_scores_gemma":[0.00075032393,0.00042577882,0.00040618493,0.00037892806,0.0010572255,0.00045754504,0.001025782,0.00059962354,0.0006543894],"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":[0.0019124147,0.0022942072,0.118537836,0.0008220762,0.00014203708,0.006342546,0.021485072,0.019659929,0.5795003,0.014496988,0.01216628,0.22264026],"study_design_scores_gemma":[0.0006443017,0.009510536,0.5127449,0.0002616469,0.00015388572,0.00093960913,0.022062112,0.011467089,0.18019095,0.00083776243,0.26098117,0.00020609042],"about_ca_topic_score_codex":0.7968726,"about_ca_topic_score_gemma":0.9534975,"teacher_disagreement_score":0.7968726,"about_ca_system_score_codex":0.01744541,"about_ca_system_score_gemma":0.03535317,"threshold_uncertainty_score":0.40864724},"labels":[],"label_agreement":null},{"id":"W3163776079","doi":"10.1088/1757-899x/518/2/022045","title":"Performance of Cement Mortar Composites Reinforced with Polyvinyl Alcohol Fibers","year":2019,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Polyvinyl alcohol; Flexural strength; Cement; Mortar; Composite number; Volume fraction; Curing (chemistry); Fiber","score_opus":0.009594165033361904,"score_gpt":0.19300400744026436,"score_spread":0.18340984240690245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3163776079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99870324,0.0003162053,0.00059090194,0.0000073580736,0.000007060174,0.0000032523214,0.000017442282,0.000018203662,0.00033630678],"genre_scores_gemma":[0.99817955,0.00016848125,0.0005336425,0.0000067519545,0.0000027784006,0.000003696183,0.000039521157,0.000010015172,0.0010555517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998673,0.000015786482,0.00000787414,0.000026214488,0.000056365814,0.000026410238],"domain_scores_gemma":[0.99981624,0.00004171611,0.000053171887,0.000011544277,0.000044529083,0.000032801327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015895844,0.00041587083,0.00014097473,0.00019031223,0.00010553448,0.00014549585,0.000092117836,0.00021766499,0.0011168539],"category_scores_gemma":[0.00020406571,0.00015651723,0.00020401845,0.00006580688,0.000117997595,0.00019036884,0.00010824199,0.00024042728,0.0002099009],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016392334,0.0000053243907,0.00007771299,0.00001077763,0.0000013706584,0.0000062953914,0.0000062473414,0.000041751606,0.99953294,0.0000040884806,0.0000017323508,0.00029529328],"study_design_scores_gemma":[0.0000018242692,0.0003920462,0.0025894847,0.0000037692641,0.000009873246,0.000041452953,0.000015437325,0.00034709278,0.99634236,0.000005176174,0.00024905408,0.0000024518183],"about_ca_topic_score_codex":0.0004479418,"about_ca_topic_score_gemma":0.001048306,"teacher_disagreement_score":0.0011168539,"about_ca_system_score_codex":0.00009687521,"about_ca_system_score_gemma":0.00008379923,"threshold_uncertainty_score":0.003736198},"labels":[],"label_agreement":null},{"id":"W3163895229","doi":"","title":"Practical Considerations in the Modelling of Adhesion Failure in Shotcrete","year":2020,"lang":"en","type":"article","venue":"54th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Innovative concrete reinforcement 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 Toronto; Université Laval","funders":"","keywords":"Shotcrete; Forensic engineering; Computer science; Engineering; Geotechnical engineering","score_opus":0.04501866223471762,"score_gpt":0.2481270867014564,"score_spread":0.20310842446673877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3163895229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47445118,0.0012604368,0.46210504,0.0027793006,0.0003633667,0.0003368449,0.00060566404,0.000889095,0.057209115],"genre_scores_gemma":[0.97102135,0.00031987135,0.018481294,0.00012045272,0.000038501497,0.00012230406,0.00010317734,0.00013242966,0.009660547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958795,0.00017129732,0.000024298832,0.000045629018,0.00011150239,0.000059330683],"domain_scores_gemma":[0.9990736,0.00055557274,0.000050225644,0.00006814089,0.00020619493,0.000046271005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012668099,0.0007189004,0.0010762423,0.0006062828,0.0012455169,0.0019904615,0.0020897246,0.0037324347,0.007896474],"category_scores_gemma":[0.004001633,0.0007425022,0.00083120697,0.00052861543,0.0010043436,0.0014717886,0.0015537988,0.0013090832,0.00090618053],"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":[0.000033905846,0.00002304343,0.00061084586,0.00003471748,0.0000064270935,0.00012636137,0.00005009578,0.9911506,0.0011656757,0.0035731115,0.0002534143,0.0029716939],"study_design_scores_gemma":[0.000008878254,0.000031455143,0.0002763591,0.000010211776,0.0000037674763,0.00002263901,0.000040317507,0.9975284,0.00026801636,0.0012440655,0.0005579212,0.000008015108],"about_ca_topic_score_codex":0.039802987,"about_ca_topic_score_gemma":0.028276034,"teacher_disagreement_score":0.039802987,"about_ca_system_score_codex":0.0009404979,"about_ca_system_score_gemma":0.0014631178,"threshold_uncertainty_score":0.07914263},"labels":[],"label_agreement":null},{"id":"W3164786774","doi":"10.11159/iccste21.157","title":"Use of Non-Woven Polyethylene Terephthalate (PET) Tissue toimprove Certain Properties of Concrete","year":2021,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Polyethylene terephthalate; Materials science; Polyethylene; Composite material","score_opus":0.02262733666212344,"score_gpt":0.2221146661981662,"score_spread":0.19948732953604276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3164786774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.984643,0.0021664663,0.011411197,0.000031258343,0.000027374608,0.00003440402,0.00006043884,0.00005460923,0.0015712384],"genre_scores_gemma":[0.98769754,0.0010473038,0.00927432,0.000023360964,0.0000056420427,0.000014315506,0.000075792675,0.0000142275685,0.001847445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998883,0.0000172238,0.0000101592805,0.000021698897,0.000047604077,0.000015126085],"domain_scores_gemma":[0.99982566,0.000023058967,0.000084098094,0.000027757027,0.000023262593,0.000016141244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001603078,0.00037216872,0.000107368614,0.00029651943,0.0000870256,0.00018071388,0.00013571295,0.00019279541,0.0007174477],"category_scores_gemma":[0.00020107681,0.00013957683,0.00025894583,0.00016582424,0.00014897507,0.00027846577,0.00016238625,0.00026163846,0.00020831882],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004032547,0.000032274067,0.00036420935,0.00007289135,0.0000067211745,0.00013623027,0.000013890571,0.00026255343,0.99428976,0.0000630831,0.000012663851,0.004705299],"study_design_scores_gemma":[0.00000295871,0.0006464608,0.0040072906,0.000014337989,0.000024483123,0.0006607138,0.000020637079,0.0004499242,0.99183816,0.000025198466,0.002304826,0.0000049940018],"about_ca_topic_score_codex":0.000114708266,"about_ca_topic_score_gemma":0.0005100369,"teacher_disagreement_score":0.0007174477,"about_ca_system_score_codex":0.00007460096,"about_ca_system_score_gemma":0.00009398696,"threshold_uncertainty_score":0.0024001598},"labels":[],"label_agreement":null},{"id":"W3166857184","doi":"10.22363/1815-5235-2021-17-1-74-81","title":"Ductility and flexure of lightweight expanded clay basalt fiber reinforced concrete slab","year":2021,"lang":"en","type":"article","venue":"Structural Mechanics of Engineering Constructions and Buildings","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"","keywords":"Slab; Deflection (physics); Materials science; Basalt fiber; Flexural strength; Composite material; Brittleness; Ductility (Earth science); Basalt; Structural engineering; Geology; Fiber; Engineering; Creep","score_opus":0.006143010453167864,"score_gpt":0.2047207961189904,"score_spread":0.19857778566582254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3166857184","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99920624,0.000039089933,0.00045993293,0.000002240739,4.7281188e-7,0.0000019041821,0.00004872096,0.000012000019,0.00022938219],"genre_scores_gemma":[0.9992071,0.000027245924,0.00026426517,0.0000014302293,3.5080743e-7,0.0000021922287,0.00009582447,0.000003295237,0.00039829977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997882,0.000018391062,0.000009959485,0.000031554075,0.000117768766,0.000034096232],"domain_scores_gemma":[0.9996927,0.000047887883,0.000111123714,0.00003057911,0.00007025134,0.000047652353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002118492,0.00039297537,0.00014171143,0.0006277395,0.000138666,0.0001292105,0.00020114546,0.00020522691,0.0013265541],"category_scores_gemma":[0.00027973423,0.00020779115,0.00022089534,0.00017775106,0.0002698769,0.00014741617,0.00026532286,0.00021265142,0.00026991474],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018329482,0.000024276678,0.02722654,0.000049125898,0.00001951538,0.00022784536,0.000167538,0.0030723962,0.9643663,0.00004402433,0.000027722273,0.004591463],"study_design_scores_gemma":[0.00001098489,0.0009093022,0.4004131,0.000018830453,0.00004028116,0.00068604975,0.00026158208,0.008678149,0.58824396,0.00011269518,0.00059433933,0.000030783394],"about_ca_topic_score_codex":0.0017386052,"about_ca_topic_score_gemma":0.003868162,"teacher_disagreement_score":0.0017386052,"about_ca_system_score_codex":0.00016961749,"about_ca_system_score_gemma":0.0001430142,"threshold_uncertainty_score":0.004437804},"labels":[],"label_agreement":null},{"id":"W3170130469","doi":"10.1139/cjce-2020-0348","title":"Impact of mixing and curing temperatures on fresh and hardened states’ properties of UHPC","year":2021,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"SNC-Lavalin (Canada); Polytechnique Montréal; Canadian Nuclear Safety Commission","funders":"","keywords":"Curing (chemistry); Formwork; Materials science; Composite material; Flexural strength; Slump; Compressive strength; Silica fume; Modulus","score_opus":0.008909392453677369,"score_gpt":0.19257798796632772,"score_spread":0.18366859551265036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3170130469","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997973,0.00041221365,0.0006820056,0.000011910926,0.0000086375785,0.000011860836,0.00010120368,0.000018272052,0.00078096264],"genre_scores_gemma":[0.998379,0.00017008782,0.00054543803,0.000010241558,0.0000028895493,0.000009104471,0.000086995395,0.000014287259,0.0007818826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996495,0.000046069348,0.00002547498,0.00007697063,0.00015064744,0.000051354487],"domain_scores_gemma":[0.9994092,0.00017953868,0.00014717058,0.00005038646,0.0001518914,0.00006183389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005292287,0.00029011437,0.0002452315,0.00034936046,0.0002861398,0.00033444658,0.00015970835,0.00024613237,0.0015942734],"category_scores_gemma":[0.0007484401,0.00019080951,0.00030635143,0.00032521685,0.00044009186,0.0004041142,0.00022215015,0.0005216783,0.00022376877],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007087193,0.000053539683,0.003931013,0.000094781826,0.000018426466,0.000103785824,0.00025628434,0.0018540771,0.9873957,0.00012659682,0.000059424998,0.005397561],"study_design_scores_gemma":[0.00000563245,0.00077892997,0.031267565,0.000011430751,0.00003214651,0.00006689054,0.00018867299,0.0018562137,0.9648476,0.0000429925,0.0008880254,0.000014005704],"about_ca_topic_score_codex":0.0018422955,"about_ca_topic_score_gemma":0.0033655951,"teacher_disagreement_score":0.0018422955,"about_ca_system_score_codex":0.00029531898,"about_ca_system_score_gemma":0.00023162743,"threshold_uncertainty_score":0.005333364},"labels":[],"label_agreement":null},{"id":"W3170386555","doi":"10.3390/jcs5060156","title":"Impact of Fly Ash on Time-Dependent Properties of Agro-Waste Lightweight Aggregate Concrete","year":2021,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":22,"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":"Shrinkage; Fly ash; Curing (chemistry); Compressive strength; Materials science; Absorption of water; Aggregate (composite); Cement; Composite material; Pozzolan; Slump; Properties of concrete; Pozzolanic reaction; Palm oil; Environmental science; Waste management; Pulp and paper industry; Portland cement; Engineering","score_opus":0.012476272759216683,"score_gpt":0.23553664996218468,"score_spread":0.223060377202968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3170386555","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994493,0.0001575903,0.00009207585,0.0000030838296,0.0000020213529,0.0000024805297,0.00005058049,0.000003716252,0.0002391671],"genre_scores_gemma":[0.9993799,0.000113768365,0.00011052887,0.000003013327,7.3534557e-7,0.0000018461251,0.000042915526,0.0000023260682,0.0003449914],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998592,0.000017191955,0.000012665942,0.000025716121,0.000061560066,0.000023712748],"domain_scores_gemma":[0.9997305,0.00007175547,0.000082569866,0.000017263934,0.000064006475,0.000033825327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013913249,0.00020823543,0.00014545632,0.00018529146,0.00010607931,0.00020630639,0.00011086006,0.00017460759,0.0008827329],"category_scores_gemma":[0.0002785895,0.00010278682,0.00016984699,0.00013179895,0.00015059038,0.00020329241,0.00011901711,0.00022154204,0.00012529366],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005150204,0.00006344342,0.0040389844,0.00006521209,0.000014378121,0.00010049141,0.000053727497,0.00096002483,0.9914937,0.000024407676,0.000015041207,0.0026555182],"study_design_scores_gemma":[0.000003038198,0.0008714144,0.017912846,0.0000054561447,0.00002497182,0.00004831551,0.00006296959,0.0010419462,0.9797222,0.000009095209,0.00029169847,0.000005997096],"about_ca_topic_score_codex":0.0013527265,"about_ca_topic_score_gemma":0.0033419966,"teacher_disagreement_score":0.0013527265,"about_ca_system_score_codex":0.00014223994,"about_ca_system_score_gemma":0.0001338086,"threshold_uncertainty_score":0.0029530525},"labels":[],"label_agreement":null},{"id":"W3174079355","doi":"10.21838/uhpc.9667","title":"Repair of Concrete Structures Exposed to Severe Conditions Using UHPFRC","year":2019,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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; Durability; Formwork; Expansion joint; Bridge (graph theory); Engineering; Fiber-reinforced concrete; Structural engineering; Bridge deck; Deck; Forensic engineering; Reinforced concrete; Materials science; Composite material","score_opus":0.01757474865071845,"score_gpt":0.247201233057646,"score_spread":0.22962648440692754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174079355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9866432,0.00044879218,0.010759822,0.000027313143,0.00004505702,0.00013952113,0.00012455267,0.00030879164,0.0015028578],"genre_scores_gemma":[0.9797013,0.00035581586,0.016580718,0.000030108458,0.000006803697,0.000054345004,0.00022017516,0.0000564532,0.002994398],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99930143,0.00006205074,0.000038468414,0.00011126004,0.0003730932,0.00011365002],"domain_scores_gemma":[0.9995165,0.0000515497,0.00013644398,0.00010412274,0.000116598254,0.00007475829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076621247,0.0005644463,0.00041905386,0.0006756851,0.0004525041,0.00032933318,0.00066401303,0.00069536595,0.0016938951],"category_scores_gemma":[0.00076263206,0.0003029529,0.00058022636,0.00026582548,0.00041966693,0.0004958601,0.0006697461,0.00055591983,0.00064972887],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036555345,0.00011083247,0.0023860119,0.00031534562,0.00002356076,0.0009391127,0.00045752898,0.0048837215,0.9660512,0.00016758185,0.0002453674,0.024054201],"study_design_scores_gemma":[0.00003548232,0.005383618,0.027613008,0.00008648668,0.00006995494,0.0021047124,0.0005032715,0.0039752116,0.9515516,0.00013334866,0.008482646,0.00006058681],"about_ca_topic_score_codex":0.0013505741,"about_ca_topic_score_gemma":0.0042974674,"teacher_disagreement_score":0.0016938951,"about_ca_system_score_codex":0.00029598025,"about_ca_system_score_gemma":0.00045525795,"threshold_uncertainty_score":0.005666673},"labels":[],"label_agreement":null},{"id":"W3175962382","doi":"10.3390/su13137157","title":"Microstructure of Structural Lightweight Concrete Incorporating Coconut Shell as a Partial Replacement of Brick Aggregate and Its Influence on Compressive Strength","year":2021,"lang":"en","type":"article","venue":"Sustainability","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University; University of Windsor; George Brown College","funders":"University of Dhaka; University of Engineering and Technology, Lahore","keywords":"Compressive strength; Materials science; Microstructure; Cement; Aggregate (composite); Composite material; Slump; Brick; Scanning electron microscope","score_opus":0.005283445383563238,"score_gpt":0.23953401594162557,"score_spread":0.23425057055806234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175962382","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992705,0.00016585375,0.00025290737,0.0000044649382,0.0000026998368,0.0000042100987,0.000026674552,0.0000075346156,0.00026514474],"genre_scores_gemma":[0.99937135,0.000097206525,0.00025491204,0.0000046147516,0.0000012615765,0.0000024976284,0.000026507987,0.0000034280254,0.00023824448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998857,0.000011771999,0.000008095948,0.000021921167,0.00005243296,0.000020067728],"domain_scores_gemma":[0.99982613,0.000011211297,0.000076642056,0.000006142792,0.00004367766,0.000036337286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001229587,0.00019909255,0.00014073969,0.0002950865,0.00012469034,0.00022049574,0.00010148863,0.00015564822,0.00047145516],"category_scores_gemma":[0.0001740743,0.00015195244,0.00013703517,0.000119544304,0.00019298229,0.00013891415,0.00012459027,0.00016160634,0.0000817139],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049672148,0.000009256542,0.0015253986,0.000026722437,0.0000036497577,0.000054312062,0.000020529134,0.00020464169,0.9975763,0.000022108597,0.0000058190953,0.0005015458],"study_design_scores_gemma":[0.000008784085,0.00065474113,0.13774699,0.0000121562925,0.00004586722,0.00027353968,0.00018618631,0.0022211068,0.8580346,0.000032714303,0.0007655838,0.000017715154],"about_ca_topic_score_codex":0.0027056374,"about_ca_topic_score_gemma":0.008318469,"teacher_disagreement_score":0.0027056374,"about_ca_system_score_codex":0.00023763254,"about_ca_system_score_gemma":0.00020948364,"threshold_uncertainty_score":0.005379796},"labels":[],"label_agreement":null},{"id":"W3182477759","doi":"10.1016/j.compositesb.2021.109120","title":"Recycling and valorization of glass fibre thermoset composite waste by cold incorporation into a sustainable inorganic polymer matrix","year":2021,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":38,"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":"Materials science; Thermosetting polymer; Fibre-reinforced plastic; Composite material; Flexural strength; Epoxy; Glass recycling; Glass fiber; Polymer; Composite number; Grinding","score_opus":0.004166488887733848,"score_gpt":0.19406651117292734,"score_spread":0.18990002228519348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3182477759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99615365,0.0003033492,0.0016125895,0.000018252436,0.0000134123375,0.0000072935036,0.000045496537,0.000042392472,0.0018035101],"genre_scores_gemma":[0.99540484,0.00020939877,0.00093606557,0.000010468861,0.0000032211456,0.00000452925,0.000056072735,0.000026064956,0.0033493133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998965,0.000009045979,0.0000061975743,0.00001868846,0.000029815013,0.000039698665],"domain_scores_gemma":[0.99995553,0.0000073776214,0.000009996268,0.0000069490325,0.000010988494,0.000009128872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001713291,0.00031446523,0.00030609305,0.00032216826,0.00029721655,0.00033692166,0.00020623872,0.0002928137,0.0010253394],"category_scores_gemma":[0.0001055977,0.00018545019,0.0003931539,0.00020295463,0.00020949262,0.00033275367,0.00023475567,0.00039356807,0.00042209745],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012136556,0.000021434167,0.0001782972,0.000036277306,0.0000069693347,0.000043550244,0.00003883696,0.00040288994,0.99673647,0.000119071155,0.00003322123,0.0022616175],"study_design_scores_gemma":[0.000001803836,0.000067711815,0.0005394272,0.0000022402073,0.0000061164974,0.000024130846,0.00001186963,0.0004099156,0.99858814,0.00001458186,0.00033133893,0.0000026818905],"about_ca_topic_score_codex":0.0013364378,"about_ca_topic_score_gemma":0.0042813052,"teacher_disagreement_score":0.0013364378,"about_ca_system_score_codex":0.00031088898,"about_ca_system_score_gemma":0.00038293624,"threshold_uncertainty_score":0.003430128},"labels":[],"label_agreement":null},{"id":"W3189391007","doi":"10.1016/j.clema.2021.100004","title":"Crack properties, toughness and absorption evaluation of FRCC incorporating reclaimed asphalt pavement and crumb rubber as aggregates","year":2021,"lang":"en","type":"article","venue":"Cleaner Materials","topic":"Innovative concrete reinforcement 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":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Crumb rubber; Toughness; Materials science; Asphalt; Compaction; Aggregate (composite); Sorption; Portland cement; Composite material; Cementitious; Waste management; Environmental science; Cement; Engineering; Adsorption","score_opus":0.03375148794957525,"score_gpt":0.2489085115354327,"score_spread":0.21515702358585745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189391007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989128,0.00045975117,0.0002490108,0.000006570647,0.0000048941633,0.0000051818524,0.000101461315,0.000009818435,0.00025054076],"genre_scores_gemma":[0.9981787,0.00031229437,0.00061701343,0.000007821395,0.0000022292081,0.000007916627,0.00011090211,0.0000069531643,0.0007561933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966085,0.00002775391,0.000032306125,0.000054160093,0.00017693732,0.00004803135],"domain_scores_gemma":[0.9995396,0.00008012231,0.00014322097,0.00002100474,0.0001648762,0.00005118193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032605758,0.000357484,0.00030147107,0.000685788,0.00017499027,0.00022110986,0.0002213193,0.00039655477,0.00094179995],"category_scores_gemma":[0.00034774357,0.00018528668,0.00041557956,0.00039948546,0.00017590719,0.00027423416,0.00015573327,0.0004912262,0.00019280352],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012979742,0.000043453518,0.0011616062,0.000098427634,0.000012381559,0.000073009935,0.00005122342,0.0007077776,0.9956728,0.000016952758,0.000023378747,0.0020091468],"study_design_scores_gemma":[0.000004768441,0.0010968001,0.023846284,0.000014302752,0.000043940607,0.00011258658,0.000118310294,0.0023115792,0.97164816,0.000010556773,0.00077268534,0.000020073474],"about_ca_topic_score_codex":0.0026726464,"about_ca_topic_score_gemma":0.008207003,"teacher_disagreement_score":0.0026726464,"about_ca_system_score_codex":0.00022923858,"about_ca_system_score_gemma":0.000115741954,"threshold_uncertainty_score":0.005314231},"labels":[],"label_agreement":null},{"id":"W3189849981","doi":"10.1061/(asce)mt.1943-5533.0003922","title":"Residual Mechanical Properties of BPRCC under Cyclic Environmental Conditions","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement 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 Manitoba","funders":"","keywords":"Materials science; Composite material; Flexural strength; Compressive strength; Pellets; Toughness; Basalt fiber; Cement; Composite number; Cementitious; Residual strength; Fiber","score_opus":0.01374408476145979,"score_gpt":0.20349085750355084,"score_spread":0.18974677274209104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189849981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733824,0.0005682162,0.0010377555,0.000014481728,0.000020811172,0.000018582374,0.00022970002,0.000041856023,0.00073038833],"genre_scores_gemma":[0.99689,0.00022897359,0.00075481704,0.000021478745,0.000005176254,0.000018959285,0.000399152,0.00002408129,0.0016572673],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970216,0.000018116554,0.0000137556,0.000054573495,0.00015934337,0.00005205602],"domain_scores_gemma":[0.99959654,0.00004155861,0.00007420615,0.00003759305,0.00016517847,0.00008491477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024295841,0.00038009862,0.00024657443,0.00030328464,0.00023842687,0.00018861896,0.00017481,0.00031709496,0.0020040027],"category_scores_gemma":[0.00033625387,0.00015271736,0.00018432229,0.00019518369,0.00021065859,0.0001742628,0.00018246158,0.0004893246,0.00036235803],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069633075,0.000013412882,0.0005049849,0.000040796982,0.0000059872787,0.000044897268,0.000025896079,0.00021812708,0.99784195,0.000011895968,0.00002019957,0.0012023167],"study_design_scores_gemma":[0.0000035613016,0.0006863888,0.022013161,0.000010932151,0.00002262938,0.0001880483,0.000091190836,0.00088833953,0.9741864,0.000019544243,0.0018772873,0.000012458017],"about_ca_topic_score_codex":0.0017843405,"about_ca_topic_score_gemma":0.0040815054,"teacher_disagreement_score":0.0020040027,"about_ca_system_score_codex":0.00015068245,"about_ca_system_score_gemma":0.00024132551,"threshold_uncertainty_score":0.0067040324},"labels":[],"label_agreement":null},{"id":"W3194011186","doi":"10.3390/ma14164693","title":"Performance and Cost-Effectiveness of Short Pitch-Based Carbon Fiber Reinforced Mortar Composite","year":2021,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University; University of Windsor; George Brown College","funders":"","keywords":"Flexural strength; Mortar; Materials science; Composite material; Compressive strength; Durability; Composite number; Absorption of water; Slump; Fiber; Volume (thermodynamics)","score_opus":0.015391800580282661,"score_gpt":0.2358478945722142,"score_spread":0.22045609399193153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194011186","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99848735,0.00037762985,0.00051259727,0.000006393374,0.00000411862,0.00000444625,0.000031316962,0.000010614239,0.0005654329],"genre_scores_gemma":[0.99829453,0.00021512607,0.00084651454,0.0000030979895,0.0000032118533,0.0000027971566,0.00006486937,0.0000060357015,0.00056387845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999622,0.000043897224,0.000021784566,0.000040288734,0.00022326934,0.000048704806],"domain_scores_gemma":[0.9996456,0.00007503152,0.00010909112,0.000016865413,0.00010754044,0.000045945435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030499077,0.00041752725,0.00022728203,0.0006252439,0.00020643842,0.00028841142,0.00026584422,0.0003519098,0.00077460665],"category_scores_gemma":[0.00039949673,0.00011458102,0.0002559498,0.00035415974,0.00013252761,0.00040211552,0.00014719297,0.00019437508,0.00021937741],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046240585,0.00009777478,0.0022107796,0.00011373224,0.000012578541,0.00015630432,0.000028525405,0.002490701,0.98683006,0.00006389737,0.000027416529,0.007505795],"study_design_scores_gemma":[0.0000068879303,0.0017947477,0.012128171,0.000008039263,0.000042221705,0.00024435783,0.000041901683,0.002784144,0.98246163,0.000019530595,0.0004557951,0.0000124927155],"about_ca_topic_score_codex":0.00096972886,"about_ca_topic_score_gemma":0.0035954248,"teacher_disagreement_score":0.00096972886,"about_ca_system_score_codex":0.0002707785,"about_ca_system_score_gemma":0.00016498881,"threshold_uncertainty_score":0.0025912523},"labels":[],"label_agreement":null},{"id":"W3194654044","doi":"10.11159/mmme21.119","title":"Synthesis and Mechanical Evaluation of Portland Cement MortarsReinforced With Silicon Carbide Powder","year":2021,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Innovative concrete reinforcement 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":"Portland cement; Silicon carbide; Materials science; Mortar; Cement; Composite material; Silicon; Carbide; Metallurgy","score_opus":0.010884966172099055,"score_gpt":0.21251159972897743,"score_spread":0.20162663355687838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194654044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947642,0.00078288064,0.0031431508,0.000012543261,0.000018626431,0.00004011023,0.00013135644,0.00003385095,0.0010733032],"genre_scores_gemma":[0.9910937,0.00069576467,0.0056803147,0.000012525985,0.000011766893,0.000023420485,0.00028942252,0.000027377406,0.0021656218],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998276,0.000019189822,0.000016471835,0.000029949402,0.000089057445,0.000017689908],"domain_scores_gemma":[0.99976796,0.00003758989,0.00007396219,0.000024629679,0.00006720597,0.000028622471],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023536933,0.00049483665,0.00020876422,0.0006252069,0.00016793433,0.0002136281,0.0001792779,0.00026666647,0.0007302938],"category_scores_gemma":[0.0002933728,0.0001861166,0.00030672402,0.00026202464,0.00022341979,0.00016270521,0.00014319185,0.0002574781,0.00022084313],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002327005,0.000021200516,0.00017417221,0.000033937053,0.0000048119027,0.00003175323,0.000011879807,0.0002504841,0.998505,0.000027137294,0.0000047814365,0.00091173465],"study_design_scores_gemma":[0.0000033636022,0.0004891497,0.0043634586,0.000005001525,0.000020120096,0.000054477005,0.000016384143,0.0004184963,0.9937909,0.000010845919,0.000824006,0.0000037831412],"about_ca_topic_score_codex":0.00044891195,"about_ca_topic_score_gemma":0.0018636982,"teacher_disagreement_score":0.0007302938,"about_ca_system_score_codex":0.00017154602,"about_ca_system_score_gemma":0.0001245798,"threshold_uncertainty_score":0.0024431348},"labels":[],"label_agreement":null},{"id":"W3195696683","doi":"10.35940/ijrte.e2284.078219","title":"Enhancing the Strength Properties of Self-Compacting Concrete with Fiber Reinforcement","year":2019,"lang":"en","type":"article","venue":"International Journal of Emerging Science and Engineering","topic":"Innovative concrete reinforcement 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":"Optech (Canada)","funders":"","keywords":"Materials science; Composite material; Ultimate tensile strength; Flexural strength; Fiber; Reinforcement; Compressive strength; Durability; Cement; Self-consolidating concrete; Fiber-reinforced concrete; Slump; Cracking","score_opus":0.007138307450150191,"score_gpt":0.21151859181873206,"score_spread":0.20438028436858185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195696683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99703383,0.00076164224,0.0011397726,0.00001512081,0.0000064942933,0.000013949166,0.00006366657,0.000017271257,0.0009482177],"genre_scores_gemma":[0.9967451,0.00045868807,0.001379522,0.000009027956,0.0000035299645,0.0000056623835,0.000089756366,0.000006439757,0.0013022762],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998117,0.000018232107,0.000012150438,0.000023968852,0.000115384195,0.000018614252],"domain_scores_gemma":[0.9996859,0.000039829196,0.00012103374,0.000017036888,0.000094245355,0.000041891217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020485584,0.0002997212,0.00015236609,0.00038253618,0.0001090007,0.00011802674,0.00014202743,0.0001659753,0.0009325044],"category_scores_gemma":[0.00025157243,0.0001296134,0.00018486934,0.0002172186,0.00012983668,0.0002201527,0.00014302852,0.00023544833,0.00014084614],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008258563,0.000051633426,0.0015152617,0.0000932317,0.000008847449,0.00006299763,0.00002861717,0.00063243625,0.9931329,0.000042985812,0.000026552514,0.0043218536],"study_design_scores_gemma":[0.0000072677153,0.0013994576,0.019179884,0.00002130142,0.000043272023,0.00021793564,0.00003800388,0.0017230579,0.9755112,0.000035463265,0.0018136301,0.000009586406],"about_ca_topic_score_codex":0.0008015163,"about_ca_topic_score_gemma":0.0026246184,"teacher_disagreement_score":0.0009325044,"about_ca_system_score_codex":0.00014507041,"about_ca_system_score_gemma":0.00017970918,"threshold_uncertainty_score":0.003119588},"labels":[],"label_agreement":null},{"id":"W3195977207","doi":"10.1007/s41403-021-00257-4","title":"Recycling Scrap Tire-Derived Fibers in Concrete","year":2021,"lang":"en","type":"article","venue":"Transactions of Indian National Academy of Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Scrap; Crumb rubber; Composite material; Shrinkage; Portland cement; Fiber; Cracking; Toughness; Compressive strength; Mortar; Cement; Flexural strength; Natural rubber; Metallurgy","score_opus":0.017059068834869195,"score_gpt":0.24474732495725032,"score_spread":0.22768825612238114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195977207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99428916,0.0008704703,0.0017221734,0.000029921606,0.000015115496,0.000010638184,0.000025071853,0.000021154478,0.0030161464],"genre_scores_gemma":[0.9945517,0.00036077408,0.001085268,0.0000070978117,0.0000019775812,0.0000035956755,0.000020696223,0.00000688527,0.003962049],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980897,0.000028268001,0.00000720286,0.00003248753,0.00007521825,0.000047908987],"domain_scores_gemma":[0.999905,0.000021342095,0.000013172065,0.000013667957,0.00003663527,0.000010190675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036418694,0.00021338685,0.0002743681,0.0005276997,0.00050184544,0.00045560094,0.00031444937,0.0003377398,0.0014687071],"category_scores_gemma":[0.00019942447,0.00013557507,0.00038461955,0.00032677082,0.00032663377,0.00051117945,0.0002896509,0.0003393233,0.00032389534],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00077105296,0.000172335,0.0029225498,0.0003366994,0.000033310134,0.0005454023,0.0003340196,0.008761573,0.9464856,0.0015861528,0.00031086165,0.037740417],"study_design_scores_gemma":[0.000010841614,0.00025938932,0.005661301,0.000028823923,0.00003802654,0.00015891562,0.0002837495,0.0062199202,0.9844109,0.00024919643,0.002665991,0.000012924412],"about_ca_topic_score_codex":0.0034104767,"about_ca_topic_score_gemma":0.008865961,"teacher_disagreement_score":0.0034104767,"about_ca_system_score_codex":0.0005180291,"about_ca_system_score_gemma":0.00039133345,"threshold_uncertainty_score":0.00678128},"labels":[],"label_agreement":null},{"id":"W3196928046","doi":"10.1007/978-3-030-83719-8_53","title":"Use of Steel-Fibre Reinforced Concrete to Extend Service Life of Temporary Safety Concrete Barriers","year":2021,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"","keywords":"Flexural strength; Precast concrete; Service life; Materials science; Spall; Cracking; Structural engineering; Shear (geology); Christian ministry; Composite material; Engineering","score_opus":0.027799444446422704,"score_gpt":0.218977951415243,"score_spread":0.1911785069688203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3196928046","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":[0.41723067,0.016054243,0.08361103,0.00086755375,0.00044748644,0.000106136824,0.00021376529,0.0009205104,0.4805486],"genre_scores_gemma":[0.7810451,0.0049559106,0.01393806,0.000085817985,0.000039639755,0.000029521212,0.0001265729,0.00012083132,0.19965854],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992096,0.000005146157,0.000001786198,0.000008154234,0.00004298842,0.000020921376],"domain_scores_gemma":[0.999938,0.000017184684,0.000010311544,0.000007954136,0.000013481676,0.000013056077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009460893,0.00018505697,0.000116396295,0.0003428457,0.0003802128,0.000405219,0.00035472657,0.00028888698,0.0028039452],"category_scores_gemma":[0.00019836285,0.00012375468,0.00030412173,0.0002321968,0.00034053758,0.00036398091,0.00044861826,0.00054806797,0.0007235714],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001648164,0.00012500113,0.0018919527,0.0005884157,0.000015574047,0.0011844705,0.0019084162,0.016792638,0.46536782,0.053147025,0.010011482,0.44880232],"study_design_scores_gemma":[0.0000314611,0.0010725252,0.0206023,0.00044713556,0.00006275761,0.003232784,0.0012844981,0.020191431,0.21739994,0.011495746,0.7241138,0.00006556499],"about_ca_topic_score_codex":0.003330394,"about_ca_topic_score_gemma":0.012827708,"teacher_disagreement_score":0.003330394,"about_ca_system_score_codex":0.0003327026,"about_ca_system_score_gemma":0.00061636796,"threshold_uncertainty_score":0.009380162},"labels":[],"label_agreement":null},{"id":"W3199942383","doi":"10.1016/j.istruc.2021.09.046","title":"Behavior of novel hybrid lightweight concrete composites under drop-weight impact loading","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Composite material; Materials science; Drop (telecommunication); Structural engineering; Engineering; Mechanical engineering","score_opus":0.013841614502587038,"score_gpt":0.25776925713487897,"score_spread":0.24392764263229194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3199942383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852777,0.000091363116,0.00042230327,0.000009391017,0.0000090344565,0.0000047758217,0.00008589002,0.000042024683,0.00080746325],"genre_scores_gemma":[0.9988477,0.000046991412,0.00028118666,0.0000059456866,0.0000016694732,0.0000038308913,0.00008080571,0.000012383734,0.00071947277],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997749,0.000013073057,0.0000081776025,0.000039561335,0.00010001733,0.000064238644],"domain_scores_gemma":[0.9996356,0.000067008295,0.00008536989,0.000020629272,0.000104557475,0.000086926724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017911317,0.0002855615,0.00020476857,0.00050001836,0.00028837073,0.00021785162,0.00018726387,0.00032937902,0.002721498],"category_scores_gemma":[0.00038339227,0.00020653212,0.00018205683,0.00030792973,0.00046523722,0.000263508,0.00020507435,0.000341323,0.00032938624],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029584882,0.000034939832,0.00047047142,0.000037381156,0.000007551824,0.00010739741,0.00008831297,0.0024840266,0.994997,0.000119350894,0.000067870686,0.0012897761],"study_design_scores_gemma":[0.000012016553,0.00047354127,0.010409249,0.000009822489,0.000019672283,0.00009889398,0.00012725491,0.014891732,0.9731215,0.00006687923,0.00074450235,0.000024785371],"about_ca_topic_score_codex":0.0019193433,"about_ca_topic_score_gemma":0.003451868,"teacher_disagreement_score":0.002721498,"about_ca_system_score_codex":0.0002554571,"about_ca_system_score_gemma":0.00025097563,"threshold_uncertainty_score":0.0091043115},"labels":[],"label_agreement":null},{"id":"W3200541814","doi":"10.1016/j.cemconcomp.2021.104242","title":"Mixture design methods for ultra-high-performance concrete - a review","year":2021,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":202,"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":"Fundamental Research Funds for the Central Universities; Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China","keywords":"Durability; Toughness; Design methods; Design of experiments; Material Design; Computer science; Process engineering; Structural engineering; Materials science; Engineering; Mechanical engineering; Composite material; Mathematics","score_opus":0.053729446377029214,"score_gpt":0.3386781321852102,"score_spread":0.284948685808181,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200541814","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":[0.00051048794,0.99405295,0.0040757987,0.00006467204,0.00016180973,0.000018641857,0.000034086526,0.000019740697,0.0010619299],"genre_scores_gemma":[0.0031052658,0.9902497,0.0052076397,0.0000706361,0.00011328812,0.000027747386,0.00006370221,0.000010138616,0.0011519563],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999421,0.00006131218,0.00007627479,0.00013571876,0.00027520387,0.00003053898],"domain_scores_gemma":[0.99955016,0.00022319326,0.00007752335,0.0000182013,0.00011393162,0.000016983087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011975294,0.0015149039,0.0020689613,0.002596528,0.0002803903,0.0010849775,0.0015037633,0.0012943761,0.0034189522],"category_scores_gemma":[0.0010363375,0.00072244665,0.00097227335,0.0025480082,0.00056453753,0.0015923285,0.00090870477,0.0012943742,0.0016055446],"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":[0.00008649685,0.0001901076,0.00018905841,0.037395407,0.00016719579,0.00010591329,0.000056722285,0.0031789248,0.010186213,0.007081525,0.005634717,0.93572783],"study_design_scores_gemma":[0.000049970266,0.0004499066,0.0013403948,0.0065682675,0.000677719,0.001035562,0.00010930186,0.0025652465,0.016163055,0.004669951,0.96625406,0.00011651134],"about_ca_topic_score_codex":0.0011545055,"about_ca_topic_score_gemma":0.0021806331,"teacher_disagreement_score":0.0034189522,"about_ca_system_score_codex":0.0004868126,"about_ca_system_score_gemma":0.00094400643,"threshold_uncertainty_score":0.011437535},"labels":[],"label_agreement":null},{"id":"W3201230591","doi":"10.1016/j.cemconcomp.2021.104269","title":"Corrosion of partially and fully debonded steel fibers from ultra-high-performance concrete and its influence on pullout resistance","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement 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":"University of British Columbia","funders":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea","keywords":"Materials science; Corrosion; Composite material; Bond strength; Fiber; Microstructure; Immersion (mathematics); Adhesive; Layer (electronics)","score_opus":0.00882857471618783,"score_gpt":0.1971497184152952,"score_spread":0.18832114369910735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201230591","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99942636,0.00014195785,0.00015614559,0.000005795673,0.0000035537198,0.0000015745267,0.000021986285,0.0000050149806,0.00023766076],"genre_scores_gemma":[0.9990196,0.000091336755,0.000137326,0.0000040573655,0.0000026727623,0.0000014557135,0.000054964647,0.000005203162,0.00068336865],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982315,0.000026770113,0.00000931331,0.000033919754,0.000061968385,0.000044863922],"domain_scores_gemma":[0.99970466,0.00008293605,0.00006715706,0.000017715842,0.00008525422,0.00004228008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021339499,0.00032865195,0.00024521185,0.00015520287,0.00014997662,0.00029245185,0.00021587017,0.00034622144,0.0010283994],"category_scores_gemma":[0.00040324294,0.00017649673,0.00024307797,0.000112935246,0.00028523253,0.00024673928,0.00014203787,0.00036312002,0.00021733296],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007912875,0.00003557542,0.0021048223,0.000033563265,0.000016135406,0.00013648433,0.00007030833,0.0004890214,0.99439853,0.00004016882,0.000028324299,0.0018558267],"study_design_scores_gemma":[0.000008064236,0.00052100106,0.023735521,0.000004381594,0.00002640734,0.00010736781,0.00010989195,0.0029907133,0.97217125,0.000017826434,0.00029593962,0.000011589774],"about_ca_topic_score_codex":0.0027072886,"about_ca_topic_score_gemma":0.0029666147,"teacher_disagreement_score":0.0027072886,"about_ca_system_score_codex":0.00026878892,"about_ca_system_score_gemma":0.00017168855,"threshold_uncertainty_score":0.0053830743},"labels":[],"label_agreement":null},{"id":"W3205260785","doi":"10.3390/civileng2040049","title":"Mechanical Properties of Hybrid Structures Incorporating Nano-Silica and Basalt Fiber Pellets","year":2021,"lang":"en","type":"article","venue":"CivilEng","topic":"Innovative concrete reinforcement 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 Manitoba; University of British Columbia","funders":"","keywords":"Materials science; Composite material; Basalt fiber; Toughness; Cracking; Pellets; Cementitious; Composite number; Fiber; Cement","score_opus":0.015329679537982619,"score_gpt":0.2011977689046466,"score_spread":0.185868089366664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205260785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989672,0.0001750116,0.0005269422,0.0000031029135,0.000005657061,0.0000046896766,0.000032719414,0.000013627454,0.00027109764],"genre_scores_gemma":[0.9987721,0.000079016885,0.00061885774,0.000004289305,0.0000014140403,0.0000048619854,0.00006008239,0.000004565423,0.00045481534],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998647,0.0000093779945,0.000008275278,0.00002703085,0.00007024387,0.000020476276],"domain_scores_gemma":[0.999765,0.000030689713,0.00007574257,0.000012707117,0.00006233248,0.000053481104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019235638,0.0003177901,0.0001248475,0.0004025205,0.000103456965,0.00014031678,0.00012516123,0.00022993887,0.000697122],"category_scores_gemma":[0.00020474318,0.00016852512,0.00018310784,0.00013284279,0.00021746106,0.00015879588,0.0001435629,0.00023331262,0.00018700265],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054726934,0.00001354867,0.0006974597,0.00002535883,0.0000066256134,0.000029813227,0.000021722271,0.00041242747,0.99788195,0.000023960263,0.000009931229,0.00082243205],"study_design_scores_gemma":[0.00001368085,0.00089770596,0.028386379,0.000012925029,0.000037736703,0.00015811034,0.00008732915,0.0039162314,0.9653837,0.00001913795,0.0010738828,0.000013179626],"about_ca_topic_score_codex":0.0007324681,"about_ca_topic_score_gemma":0.0026237522,"teacher_disagreement_score":0.0007324681,"about_ca_system_score_codex":0.00013129669,"about_ca_system_score_gemma":0.00011072008,"threshold_uncertainty_score":0.002332151},"labels":[],"label_agreement":null},{"id":"W3207806230","doi":"10.5539/mas.v15n6p1","title":"Analysis of Abrasion Depth and Rates in Concrete","year":2021,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Innovative concrete reinforcement 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":"Abrasion (mechanical); Silica fume; Materials science; Composite material; Fiber-reinforced concrete; Polypropylene; Erosion; Cement; Fiber; Geology","score_opus":0.014686756155347024,"score_gpt":0.25060423692875794,"score_spread":0.2359174807734109,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207806230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955414,0.0012819407,0.0022551606,0.000005362028,0.0000045959796,0.000009404246,0.00013788148,0.000045548168,0.0007186624],"genre_scores_gemma":[0.9977151,0.00034830283,0.001106895,0.000002628215,0.0000015317264,0.000004238236,0.000120833625,0.0000069987677,0.0006934351],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996512,0.000037736132,0.000021872345,0.000043508477,0.00021813593,0.000027589946],"domain_scores_gemma":[0.9993486,0.00017814801,0.00018578014,0.00004149508,0.00020951126,0.000036538037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030017615,0.00021970562,0.0001946284,0.00090720254,0.00008621899,0.0001777543,0.0001760144,0.0002242955,0.0005403524],"category_scores_gemma":[0.00059008977,0.00014187719,0.00021175368,0.0004361855,0.00011868561,0.00020187539,0.00010559357,0.00025053407,0.00026846852],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002831178,0.00005938083,0.018857114,0.00013486888,0.000025192006,0.000119551376,0.00016338477,0.0021579117,0.9593546,0.000073362964,0.00005127821,0.01872025],"study_design_scores_gemma":[0.0000060584475,0.001413159,0.13799156,0.00002047495,0.000045764915,0.000656608,0.00021742065,0.008321624,0.8498344,0.000076748525,0.0013806997,0.000035472607],"about_ca_topic_score_codex":0.0009841945,"about_ca_topic_score_gemma":0.0011305748,"teacher_disagreement_score":0.0009841945,"about_ca_system_score_codex":0.0001363891,"about_ca_system_score_gemma":0.00007614625,"threshold_uncertainty_score":0.0019569397},"labels":[],"label_agreement":null},{"id":"W3207902414","doi":"10.22581/muet1982.2104.02","title":"Experimental Study on Influence of Methylcellulose on Tensile and Flexural Strength of Normal Strength Ordinary Portland Cement Concrete","year":2021,"lang":"en","type":"article","venue":"Mehran University Research Journal of Engineering and Technology","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"University of Engineering and Technology, Lahore","keywords":"Ultimate tensile strength; Compressive strength; Materials science; Flexural strength; Composite material; Portland cement; Cement; Cylinder; Young's modulus; Mathematics","score_opus":0.01924569482156506,"score_gpt":0.2656984350696472,"score_spread":0.24645274024808211,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207902414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983954,0.00028135112,0.0005024665,0.0000113907545,0.000006630907,0.000019844412,0.00011149008,0.000008373295,0.0006629083],"genre_scores_gemma":[0.99705493,0.00046146297,0.001415014,0.000012566643,0.000005949539,0.000018464003,0.0001053823,0.0000048523216,0.0009214133],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995253,0.00006439513,0.000045719193,0.000074347,0.00024260645,0.000047604502],"domain_scores_gemma":[0.99946517,0.00012268657,0.00014981655,0.00005594873,0.00013708374,0.000069268426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040993016,0.00040060724,0.00029981323,0.00029818635,0.00028127924,0.0001755026,0.00031196498,0.00035599832,0.0013991599],"category_scores_gemma":[0.00037917573,0.00016927335,0.00027760502,0.00029504122,0.00025248024,0.00030412377,0.00020723617,0.00049483124,0.0001931034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026746144,0.0003149696,0.0014985453,0.00014527224,0.000009771107,0.00014819187,0.00006279735,0.0004999814,0.99492764,0.000030209048,0.000016922098,0.0020782962],"study_design_scores_gemma":[0.000015337486,0.003786447,0.008910817,0.00001432731,0.000032722906,0.00009120486,0.000069917995,0.0006311705,0.98566914,0.000024988154,0.00073967065,0.000014322255],"about_ca_topic_score_codex":0.0010926594,"about_ca_topic_score_gemma":0.002152823,"teacher_disagreement_score":0.0013991599,"about_ca_system_score_codex":0.00018415645,"about_ca_system_score_gemma":0.0002427991,"threshold_uncertainty_score":0.0046806335},"labels":[],"label_agreement":null},{"id":"W3208476532","doi":"10.32920/ryerson.14662143.v1","title":"The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Composite material; Compressive strength; Durability; Sorptivity; Flexural strength; Absorption of water; Fiber-reinforced concrete; Toughness; Properties of concrete; Fiber; Slump; Volume fraction","score_opus":0.046738729149029344,"score_gpt":0.22597700926889536,"score_spread":0.179238280119866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3208476532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933064,0.0002471266,0.00012837874,0.000004649364,0.0000032398475,0.00000397337,0.000042641997,0.0000050318567,0.00023429762],"genre_scores_gemma":[0.9987846,0.00017147465,0.00029203334,0.0000060857365,0.0000027373073,0.0000035566645,0.00008154352,0.0000050993963,0.0006528454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979895,0.000038690596,0.00002215211,0.000047964008,0.000056372868,0.000035825466],"domain_scores_gemma":[0.99945253,0.00018522113,0.00013467405,0.00003095716,0.000080464255,0.00011618543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022820337,0.0002872542,0.00016551337,0.00022906663,0.00008969645,0.00019215768,0.0001640027,0.0002413973,0.0009263186],"category_scores_gemma":[0.0004670083,0.000184499,0.00016076672,0.00014797795,0.00022044615,0.00025820918,0.00012568124,0.00029956235,0.00013084663],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090660935,0.00011694672,0.0019488268,0.00006219387,0.000016116568,0.00009723456,0.000044191307,0.0003675979,0.99416816,0.000028877852,0.00001597263,0.0022273606],"study_design_scores_gemma":[0.0000076044516,0.0020132563,0.021391138,0.0000059228614,0.000045275312,0.0000926586,0.00003118274,0.00048595673,0.9755009,0.000013381135,0.00040451833,0.000008295986],"about_ca_topic_score_codex":0.00069281366,"about_ca_topic_score_gemma":0.0014443012,"teacher_disagreement_score":0.0009263186,"about_ca_system_score_codex":0.00013748594,"about_ca_system_score_gemma":0.0001344836,"threshold_uncertainty_score":0.0030988455},"labels":[],"label_agreement":null},{"id":"W3210494947","doi":"10.32920/ryerson.14649585.v1","title":"Performance of ultra-high performance fibre reinforced concrete plates under impact loads","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Ultimate tensile strength; Flexural strength; Composite material; Compressive strength; Reinforcement; Punching; Structural engineering; Ductility (Earth science); Fracture (geology); Creep; Engineering","score_opus":0.013232952620958222,"score_gpt":0.23368743978337542,"score_spread":0.2204544871624172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3210494947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99920976,0.00004247009,0.00031678317,0.000004150263,0.0000028430075,0.0000051856973,0.00004840043,0.000035681296,0.00033469632],"genre_scores_gemma":[0.99888617,0.000055880762,0.0002215335,0.000004051805,0.0000014998213,0.0000034936302,0.000099490724,0.000005968134,0.0007218272],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995152,0.000033005326,0.000016653055,0.00006416863,0.0002720941,0.00009882943],"domain_scores_gemma":[0.99921966,0.00022125775,0.00016253786,0.00008404014,0.00016312597,0.00014934088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036185075,0.0009632899,0.0003924853,0.00076839037,0.00028962275,0.00032438856,0.0007228719,0.00073542004,0.002719159],"category_scores_gemma":[0.00064586586,0.0003127816,0.00038902153,0.00033693897,0.0006334299,0.0005312919,0.0004539395,0.0003905806,0.00072646886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015719357,0.0002134992,0.0072306558,0.00013253863,0.00003401044,0.0005561116,0.00016999933,0.014404959,0.9697216,0.00006642848,0.0000681331,0.00583014],"study_design_scores_gemma":[0.000027767326,0.0037113775,0.03752004,0.000013984142,0.00003829275,0.00021188841,0.00017970805,0.01243348,0.94559085,0.000020053072,0.00022210121,0.000030382356],"about_ca_topic_score_codex":0.0020139683,"about_ca_topic_score_gemma":0.002252504,"teacher_disagreement_score":0.002719159,"about_ca_system_score_codex":0.00025132,"about_ca_system_score_gemma":0.00026612345,"threshold_uncertainty_score":0.009096503},"labels":[],"label_agreement":null},{"id":"W3211056055","doi":"10.32920/ryerson.14649123.v1","title":"Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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; Superplasticizer; Composite material; Ultimate tensile strength; Flexural strength; Scanning electron microscope; Plasticizer; Compressive strength; Fiber; Polyethylene; Ductility (Earth science); Microstructure; Creep","score_opus":0.01885166365438215,"score_gpt":0.20998702093818647,"score_spread":0.19113535728380432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211056055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99827933,0.000784365,0.0004557432,0.000010856093,0.0000032281714,0.000006527146,0.000041401105,0.000010781271,0.0004076618],"genre_scores_gemma":[0.998323,0.000477918,0.000714831,0.0000063974085,0.0000034140014,0.0000035211776,0.00005593246,0.000009711626,0.00040520783],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995777,0.000099027326,0.000035291843,0.00008034129,0.00014974157,0.00005784741],"domain_scores_gemma":[0.9994043,0.00019501956,0.00022198603,0.00003398881,0.000081862,0.00006290204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002884271,0.0004907556,0.00026530895,0.0003764986,0.00012523323,0.00027864345,0.0001664257,0.00029829438,0.00084899366],"category_scores_gemma":[0.00056307233,0.00017188904,0.00025338214,0.00028525267,0.00020616894,0.00044126177,0.00016941366,0.0002888707,0.00015960618],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028173783,0.000046416062,0.0012023681,0.00007636938,0.000017969944,0.0000916076,0.000024659616,0.0006330423,0.99521106,0.000020219224,0.000006850602,0.0023877774],"study_design_scores_gemma":[0.0000043867326,0.0006777669,0.0071564815,0.000006580438,0.000043762888,0.00013185588,0.00002041545,0.00061797217,0.9909306,0.000010572061,0.0003927203,0.0000069218177],"about_ca_topic_score_codex":0.0006112378,"about_ca_topic_score_gemma":0.0011277776,"teacher_disagreement_score":0.00084899366,"about_ca_system_score_codex":0.00018067184,"about_ca_system_score_gemma":0.00019280553,"threshold_uncertainty_score":0.0028401017},"labels":[],"label_agreement":null},{"id":"W3211138022","doi":"10.82308/17329","title":"The effects of void ratio and moisture content on the pressure tensile strength of concrete","year":2020,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Innovative concrete reinforcement 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":"McGill University","keywords":"Ultimate tensile strength; Water content; Materials science; Void (composites); Composite material; Geotechnical engineering; Geology","score_opus":0.016384959887142784,"score_gpt":0.19481290778044172,"score_spread":0.17842794789329894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211138022","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988367,0.0004061202,0.0003086419,0.0000068484596,0.000006386164,0.0000057438624,0.00006459745,0.000014159638,0.00035076137],"genre_scores_gemma":[0.9991642,0.00015738106,0.00020195123,0.000004934844,0.000003126629,0.000003750238,0.000045795347,0.0000065784334,0.00041241117],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995864,0.00006155019,0.0000313616,0.00007242722,0.00019356815,0.000054804677],"domain_scores_gemma":[0.9978531,0.0013221175,0.00036385807,0.00009780442,0.00021769828,0.00014534454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005191057,0.00033024687,0.0003001055,0.00037068242,0.00013883562,0.00024085543,0.00026953852,0.00036304837,0.0016305],"category_scores_gemma":[0.0014115585,0.00028892249,0.00034469657,0.00021336469,0.00028182685,0.00035467756,0.00019410707,0.0003052948,0.0002640583],"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":[0.002176293,0.00034719962,0.019740816,0.00019201175,0.00011409198,0.00019368112,0.000091447226,0.0054993043,0.95501506,0.00005008157,0.000075651784,0.01650435],"study_design_scores_gemma":[0.000027504339,0.0041171336,0.21078886,0.000017372893,0.00017312139,0.00026719942,0.00009109415,0.011266061,0.772465,0.00006144722,0.00067257293,0.000052639007],"about_ca_topic_score_codex":0.0021212143,"about_ca_topic_score_gemma":0.00425835,"teacher_disagreement_score":0.0021212143,"about_ca_system_score_codex":0.0002348224,"about_ca_system_score_gemma":0.0001579505,"threshold_uncertainty_score":0.0054546},"labels":[],"label_agreement":null},{"id":"W3211174310","doi":"10.32920/ryerson.14656794.v1","title":"Fracture Energy, Fatigue and Creep Properties of Engineered Cementitious Composites Incorporating Fly Ash/Slag with Different Aggregates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Ministère des Transports","keywords":"Materials science; Fly ash; Cracking; Composite material; Silica fume; Cementitious; Ductility (Earth science); Strain hardening exponent; Deflection (physics); Creep; Cement","score_opus":0.015508832620145761,"score_gpt":0.1939156777466523,"score_spread":0.17840684512650654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211174310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995111,0.00012489062,0.00019869838,0.0000020663629,0.000001612548,0.0000013960686,0.00003269757,0.0000046024134,0.00012278692],"genre_scores_gemma":[0.99931085,0.00007410936,0.00019597933,0.0000025927982,8.087934e-7,0.0000023911869,0.000054498054,0.0000032771852,0.00035549517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998752,0.000008144146,0.000009618597,0.000022074122,0.000061353625,0.000023572813],"domain_scores_gemma":[0.9998374,0.000034597037,0.00004943147,0.000010081456,0.00004567981,0.000022800046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014574912,0.00020404393,0.00016557555,0.00036540342,0.00012182059,0.00011501286,0.0001263779,0.00019238923,0.0007730699],"category_scores_gemma":[0.00018414907,0.00012094059,0.00023103127,0.00020565631,0.00014215561,0.00019201556,0.00011116271,0.00018563257,0.0001011883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000098993885,0.000020171472,0.0013882907,0.00003191589,0.000008014342,0.000032545588,0.000033808188,0.00057384616,0.99582016,0.000015312797,0.000010142969,0.0019666571],"study_design_scores_gemma":[0.0000037762597,0.0006072224,0.033708137,0.000005646166,0.000025785412,0.00008594334,0.00006051144,0.002944513,0.9621859,0.0000127010635,0.00035004359,0.000009789512],"about_ca_topic_score_codex":0.0008590283,"about_ca_topic_score_gemma":0.002668987,"teacher_disagreement_score":0.0008590283,"about_ca_system_score_codex":0.00013282492,"about_ca_system_score_gemma":0.0000856115,"threshold_uncertainty_score":0.002586186},"labels":[],"label_agreement":null},{"id":"W3211904728","doi":"10.32920/ryerson.14648292.v1","title":"An analysis of fresh, mechanical and durability properties of lightweight self-consolidating fiber reinforced concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Durability; Composite material; Compressive strength; Flexural strength; Fiber; Crumb rubber; Polyethylene; Polyvinyl chloride; Natural rubber","score_opus":0.016468350736929097,"score_gpt":0.23415184060578828,"score_spread":0.2176834898688592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211904728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987801,0.00024635598,0.00071245094,0.00000331616,0.0000016350373,0.000005026826,0.00004455817,0.0000110076735,0.00019554733],"genre_scores_gemma":[0.99866366,0.00011789338,0.0006596304,0.0000035769822,0.0000012761788,0.000002862773,0.00010194622,0.0000055925907,0.00044355888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979585,0.000018308867,0.0000132587065,0.000032851494,0.00011528899,0.000024479396],"domain_scores_gemma":[0.9996797,0.00004836246,0.00009587994,0.000027637056,0.00010667554,0.000041780364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026442937,0.0003182959,0.00018221104,0.00043615434,0.00014658817,0.00012338163,0.00014494888,0.0002431343,0.00056110666],"category_scores_gemma":[0.00024110587,0.00012211612,0.00019665496,0.00018004533,0.00019764563,0.00026831243,0.00011587845,0.00019174734,0.00012354445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038290284,0.000011134377,0.0018711684,0.00002678467,0.000004552067,0.000039031234,0.000023508168,0.00018273476,0.99611807,0.000008748053,0.000005561566,0.0016705963],"study_design_scores_gemma":[0.0000023379896,0.00052819395,0.03907681,0.00000600889,0.000024811803,0.00019654959,0.000055268745,0.0013563654,0.9582884,0.000011449858,0.00044421566,0.000009684876],"about_ca_topic_score_codex":0.0010687939,"about_ca_topic_score_gemma":0.0026082923,"teacher_disagreement_score":0.0010687939,"about_ca_system_score_codex":0.00013403488,"about_ca_system_score_gemma":0.00012976996,"threshold_uncertainty_score":0.0021250844},"labels":[],"label_agreement":null},{"id":"W3214254699","doi":"10.1016/j.cemconcomp.2021.104325","title":"High-performance strain-hardening cementitious composites with tensile strain capacity exceeding 4%: A review","year":2021,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":113,"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":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea","keywords":"Materials science; Composite material; Ultimate tensile strength; Compressive strength; Strain hardening exponent; Ductility (Earth science); Durability; Fiber-reinforced concrete; Cementitious; Cement; Fiber","score_opus":0.03294600354478914,"score_gpt":0.24627610757236396,"score_spread":0.21333010402757482,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214254699","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":[0.0014786575,0.99623775,0.0006271838,0.00010777537,0.0001710087,0.000011540351,0.000052815103,0.000022723421,0.0012905004],"genre_scores_gemma":[0.004143114,0.9939711,0.00085014425,0.00015082968,0.00013428944,0.000016823946,0.00011218378,0.0000046905957,0.00061678555],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99974185,0.000023395976,0.000055708675,0.000063779255,0.000082951236,0.000032352837],"domain_scores_gemma":[0.99947006,0.00021068288,0.00013977471,0.000017714741,0.0001067695,0.000055017652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058155565,0.0012843834,0.0014069048,0.0031557323,0.0003432943,0.0009580545,0.00085562095,0.0010313871,0.0024001193],"category_scores_gemma":[0.0005312407,0.000646751,0.000874849,0.0033007779,0.0003507347,0.0016764427,0.00060589117,0.00094987836,0.0011214659],"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":[0.00014268055,0.0003335004,0.0008424149,0.108660124,0.00036960727,0.000552245,0.00025038852,0.0016289777,0.036054052,0.0038727585,0.02308072,0.8242125],"study_design_scores_gemma":[0.000020655045,0.0004665112,0.0022168614,0.0040521086,0.0006491371,0.0015095668,0.00013383506,0.0005998414,0.012226762,0.0009644371,0.977095,0.00006534168],"about_ca_topic_score_codex":0.0007497436,"about_ca_topic_score_gemma":0.0010932639,"teacher_disagreement_score":0.0031557323,"about_ca_system_score_codex":0.00028950264,"about_ca_system_score_gemma":0.0010858363,"threshold_uncertainty_score":0.0080292225},"labels":[],"label_agreement":null},{"id":"W3214529858","doi":"10.32920/ryerson.14668671.v1","title":"Structural behaviour of ultra high performance fibre reinforced concrete composite members","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Flexural strength; Materials science; Composite number; Beam (structure); Structural engineering; Composite material; Reinforcement; Shear (geology); Structural material; Reinforced concrete; Shear strength (soil); Tension (geology); Compression (physics); Engineering; Environmental science","score_opus":0.012833306635426013,"score_gpt":0.2251566195597784,"score_spread":0.2123233129243524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214529858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994486,0.00002446422,0.00035541382,0.0000016167417,7.6827854e-7,0.0000022191964,0.000009649455,0.000006489604,0.00015087018],"genre_scores_gemma":[0.99905413,0.000022173806,0.00043663877,0.0000020636185,4.078484e-7,0.0000021787157,0.00002754437,0.0000018014416,0.00045305476],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997671,0.000026737485,0.000011084763,0.00003603251,0.0001240221,0.00003491415],"domain_scores_gemma":[0.9996561,0.000059936665,0.0000942902,0.000022897706,0.00012115844,0.000045663644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002959241,0.00019253494,0.0000985472,0.0003036214,0.00013517219,0.00009248893,0.0002191836,0.00028966804,0.00085129216],"category_scores_gemma":[0.0003293988,0.00016233021,0.00012902569,0.00011754805,0.0002320386,0.00017207993,0.00013611419,0.00016437843,0.00022826213],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009575469,0.000030205323,0.004963246,0.000020343068,0.000006324904,0.00006842862,0.00012705037,0.0023938902,0.9900141,0.000038888258,0.000017207374,0.0022245466],"study_design_scores_gemma":[0.00000561195,0.001628946,0.0705015,0.000009754178,0.000017208715,0.00022879623,0.00022534704,0.010846542,0.9159032,0.000019306992,0.00059692777,0.00001690064],"about_ca_topic_score_codex":0.0011979629,"about_ca_topic_score_gemma":0.0030400571,"teacher_disagreement_score":0.0011979629,"about_ca_system_score_codex":0.00017971602,"about_ca_system_score_gemma":0.00012248277,"threshold_uncertainty_score":0.00284791},"labels":[],"label_agreement":null},{"id":"W3215458721","doi":"10.1016/j.conbuildmat.2021.125705","title":"Strain-hardening fiber reinforced polymer concrete with a low carbon footprint","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Composite material; Ultimate tensile strength; Compressive strength; Brittleness; Curing (chemistry); Polymer concrete; Polymer; Strain hardening exponent; Glass fiber; Polyvinyl alcohol; Epoxy; Hardening (computing); Cement","score_opus":0.006264970970708721,"score_gpt":0.20024699807483148,"score_spread":0.19398202710412277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215458721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9584064,0.00050456193,0.032358713,0.00007452957,0.000050382318,0.00003954504,0.00013094587,0.00024679874,0.008188127],"genre_scores_gemma":[0.9767749,0.00020412866,0.01661094,0.000019738703,0.000014731967,0.000018746025,0.00008701478,0.000028541644,0.006241243],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999869,0.0000109821585,0.0000058735964,0.000023559971,0.00007419978,0.000016376045],"domain_scores_gemma":[0.9998079,0.0000230092,0.000058060275,0.000025002939,0.000046682606,0.00003934565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014037688,0.00034808702,0.00016590649,0.0005097922,0.00022668365,0.00018296158,0.00032198924,0.00035257085,0.0018509817],"category_scores_gemma":[0.00018571137,0.00014591447,0.0001564474,0.0003828857,0.00026508924,0.00041341578,0.00026021397,0.0003192273,0.00038751212],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013137684,0.0001404905,0.0009909266,0.0000997907,0.000008951413,0.00014990478,0.000024387571,0.0063360245,0.97631186,0.0017405368,0.00017666198,0.013889049],"study_design_scores_gemma":[0.00003192096,0.0009024506,0.009231211,0.000020430834,0.00002509424,0.00041694584,0.000030214262,0.015215283,0.9677467,0.00044903022,0.005903013,0.000027665808],"about_ca_topic_score_codex":0.0007928873,"about_ca_topic_score_gemma":0.003462882,"teacher_disagreement_score":0.0018509817,"about_ca_system_score_codex":0.00021523715,"about_ca_system_score_gemma":0.0003636053,"threshold_uncertainty_score":0.0061922073},"labels":[],"label_agreement":null},{"id":"W3216012827","doi":"10.32920/ryerson.14644704.v1","title":"Shear and flexure behavior of hybrid composite beams with high performance concretes","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Shear (geology); Composite number; Composite material; Flexural strength; Cracking; Structural engineering","score_opus":0.00943069894944377,"score_gpt":0.20853313152081532,"score_spread":0.19910243257137156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216012827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983311,0.00015675693,0.0011059932,0.000003044515,0.0000036785623,0.0000037605896,0.00007008404,0.000026731845,0.00029883496],"genre_scores_gemma":[0.9981207,0.000092953735,0.0009540018,0.0000047561116,0.0000015919207,0.0000045242555,0.00008298157,0.0000065704917,0.0007320112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997907,0.000019469413,0.000013065437,0.00004552143,0.00009636216,0.00003474418],"domain_scores_gemma":[0.9995957,0.00008338308,0.000097366516,0.000034676996,0.00012375275,0.00006511915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039769144,0.00047890723,0.00022133724,0.000560427,0.00013708393,0.00015017368,0.0002584646,0.00028508817,0.0014216197],"category_scores_gemma":[0.00027580085,0.00027018302,0.00022068799,0.0002671726,0.00022873882,0.00020270246,0.00028497784,0.00020864482,0.00024242784],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014967324,0.000016065536,0.0014769381,0.000023302393,0.000010747776,0.000034907982,0.000039846025,0.0021278427,0.9942616,0.000036617177,0.000018260975,0.0018041898],"study_design_scores_gemma":[0.000009216191,0.0010018703,0.025484152,0.00001052518,0.00003131818,0.00008189022,0.000058481004,0.0077496255,0.96496534,0.00003197897,0.00056062656,0.00001499063],"about_ca_topic_score_codex":0.0010208756,"about_ca_topic_score_gemma":0.0027164745,"teacher_disagreement_score":0.0014216197,"about_ca_system_score_codex":0.00018775267,"about_ca_system_score_gemma":0.000121529716,"threshold_uncertainty_score":0.0047558546},"labels":[],"label_agreement":null},{"id":"W3216249062","doi":"10.1016/j.jmrt.2021.11.121","title":"Tensile behavior of crack-repaired ultra-high-performance fiber-reinforced concrete under corrosive environment","year":2021,"lang":"en","type":"article","venue":"Journal of Materials Research and Technology","topic":"Innovative concrete reinforcement 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":"University of British Columbia","funders":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea","keywords":"Materials science; Ultimate tensile strength; Corrosion; Composite material; Epoxy; Cracking; Fiber-reinforced concrete; Fiber","score_opus":0.023840017959721314,"score_gpt":0.26462828702826174,"score_spread":0.24078826906854042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216249062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985145,0.00044414145,0.0007509408,0.000008377465,0.0000098342425,0.0000075157445,0.000053101998,0.0000122258,0.00019928762],"genre_scores_gemma":[0.9979134,0.0003047072,0.0009014367,0.000013300574,0.0000026675173,0.0000070980104,0.000096520744,0.000007751485,0.00075317855],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964464,0.000037593425,0.00003187584,0.000061197665,0.0001734014,0.000051356194],"domain_scores_gemma":[0.9994267,0.00006367328,0.00016029613,0.000039204526,0.0002420291,0.000068229885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039881768,0.00048007292,0.0003309784,0.00023925988,0.00017886843,0.00016814278,0.00023044233,0.0005145018,0.0008396255],"category_scores_gemma":[0.00048242716,0.00019823447,0.00025061241,0.00014671416,0.00023136898,0.0003345818,0.0001863732,0.00035246785,0.00017494404],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008535333,0.000017876688,0.001366414,0.000055758435,0.0000105597865,0.000103189916,0.00006304415,0.00054248964,0.99619967,0.000008765171,0.000012022941,0.001534815],"study_design_scores_gemma":[0.0000036783165,0.001328275,0.0296352,0.000019381841,0.00003656163,0.00020287943,0.00023924606,0.0030469624,0.9648697,0.00001628517,0.0005835318,0.000018238195],"about_ca_topic_score_codex":0.0013447829,"about_ca_topic_score_gemma":0.0037069765,"teacher_disagreement_score":0.0013447829,"about_ca_system_score_codex":0.00017471584,"about_ca_system_score_gemma":0.00013074673,"threshold_uncertainty_score":0.0028088093},"labels":[],"label_agreement":null},{"id":"W3216576504","doi":"10.35940/ijrte.d6631.1110421","title":"Computation of Compressive Strength of GGBS Mixed Concrete using Machine Learning","year":2021,"lang":"en","type":"article","venue":"International Journal of Recent Technology and Engineering (IJRTE)","topic":"Innovative concrete reinforcement 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":"Artificial Intelligence in Medicine (Canada)","funders":"","keywords":"Compressive strength; Ground granulated blast-furnace slag; Support vector machine; Artificial neural network; Cement; Computer science; Aggregate (composite); Machine learning; Materials science; Composite material","score_opus":0.011951593310603222,"score_gpt":0.24143639875891013,"score_spread":0.2294848054483069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216576504","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.547251,0.0005501795,0.44592115,0.00015830986,0.000038222126,0.000068722904,0.0002879484,0.0015391704,0.004185363],"genre_scores_gemma":[0.96231914,0.00015516006,0.036194794,0.000016626404,0.000009042266,0.000042101587,0.00029289498,0.000016603382,0.0009536466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974686,0.000037509813,0.000024271056,0.000054052674,0.000108258915,0.000029025778],"domain_scores_gemma":[0.9995933,0.00016756693,0.000088778055,0.000022970937,0.00011099744,0.000016400221],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003868522,0.0007009429,0.0004621617,0.0009475428,0.00014006841,0.00044391103,0.0004144356,0.0006019225,0.0006523607],"category_scores_gemma":[0.000998441,0.00023047112,0.0006118868,0.00056952535,0.00014499022,0.00044561754,0.0002162451,0.00031193733,0.00024342518],"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":[0.00007164627,0.000104764535,0.00781518,0.0000905964,0.000057706915,0.0000803561,0.000025526437,0.89375174,0.012920185,0.00042654606,0.00028761892,0.08436811],"study_design_scores_gemma":[0.0000013052837,0.000020606001,0.0013151624,0.0000028866532,0.0000035840112,0.000007540313,0.0000042585466,0.9965996,0.0018811563,0.000094910174,0.000065448345,0.0000035051905],"about_ca_topic_score_codex":0.0059993006,"about_ca_topic_score_gemma":0.0043407287,"teacher_disagreement_score":0.0059993006,"about_ca_system_score_codex":0.0003749525,"about_ca_system_score_gemma":0.00062126137,"threshold_uncertainty_score":0.011928737},"labels":[],"label_agreement":null},{"id":"W323743473","doi":"","title":"Mezclas asfálticas tibias modificadas con azufre","year":2014,"lang":"es","type":"article","venue":"Carreteras: Revista técnica de la Asociación Española de la Carretera","topic":"Innovative concrete reinforcement 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":0.00603059506396573,"score_gpt":0.2662403194783105,"score_spread":0.26020972441434476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W323743473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911151,0.0016740544,0.0018326397,0.000061315004,0.000042664124,0.000047551945,0.0003693641,0.00007922804,0.0047780713],"genre_scores_gemma":[0.9766104,0.0019021113,0.0031095108,0.000096512835,0.000010126344,0.000035857585,0.00038493465,0.000049552225,0.017800895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997085,0.000019831343,0.000010988546,0.00005659481,0.00013487074,0.000069184265],"domain_scores_gemma":[0.9998258,0.00002107274,0.000045708,0.000012109162,0.00006941459,0.000026112322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018993932,0.0004858435,0.0003595465,0.0004144062,0.000359707,0.00064223976,0.0003097975,0.0004984192,0.004310224],"category_scores_gemma":[0.00023492561,0.00022116277,0.00046778374,0.00038390065,0.00038332684,0.00030738214,0.00028368316,0.00046165776,0.00069309137],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027494458,0.000028980356,0.00086601544,0.000100838835,0.000010306633,0.00006015886,0.00005525955,0.00030398322,0.99255145,0.00010582898,0.00005231435,0.0055899047],"study_design_scores_gemma":[0.000016030466,0.0009809269,0.011220457,0.000025175583,0.000045051427,0.00009182395,0.00016712796,0.0004108933,0.9759764,0.0000669314,0.010980001,0.000019134608],"about_ca_topic_score_codex":0.015906937,"about_ca_topic_score_gemma":0.036971316,"teacher_disagreement_score":0.015906937,"about_ca_system_score_codex":0.00074937823,"about_ca_system_score_gemma":0.00067727495,"threshold_uncertainty_score":0.03162867},"labels":[],"label_agreement":null},{"id":"W370568218","doi":"10.1016/j.conbuildmat.2015.05.009","title":"Bond strength of tension lap splice specimens in UHPFRC","year":2015,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":false,"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; Polytechnique Montréal","keywords":"Precast concrete; Materials science; Ultimate tensile strength; Tension (geology); Bond strength; Composite material; Structural engineering; Reinforcement; Strain hardening exponent; Ductility (Earth science); Bond; Engineering; Adhesive; Creep","score_opus":0.018582603033096754,"score_gpt":0.23329255326498669,"score_spread":0.21470995023188993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W370568218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99568874,0.00030587375,0.0017006361,0.000020848764,0.00002599064,0.000014451615,0.00015656433,0.00006214789,0.002024693],"genre_scores_gemma":[0.9968515,0.00007867767,0.0005914375,0.000021319596,0.0000063665884,0.000011374474,0.00018178673,0.000023148714,0.0022342885],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990741,0.00010222182,0.000049093785,0.00016714673,0.00045877128,0.00014865701],"domain_scores_gemma":[0.9986714,0.00030320452,0.00020543646,0.0001687333,0.00050100795,0.00015023132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010671939,0.0003784317,0.00032027994,0.00045242105,0.0004972135,0.00030973667,0.00074398716,0.0010583022,0.00842298],"category_scores_gemma":[0.0015326032,0.00042238165,0.00032897765,0.00028990395,0.00067109044,0.0006289908,0.0004497178,0.0008394799,0.0015033045],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010391676,0.00010462897,0.004142523,0.0000844768,0.000039943232,0.00024860294,0.0004718816,0.001825652,0.98485005,0.0006292867,0.00033199418,0.006231769],"study_design_scores_gemma":[0.000024979328,0.0015820604,0.029868966,0.000031061438,0.000051536674,0.00023259316,0.00051915355,0.0041854335,0.96141905,0.0000870936,0.0019720602,0.000026029616],"about_ca_topic_score_codex":0.0013954684,"about_ca_topic_score_gemma":0.0020785874,"teacher_disagreement_score":0.00842298,"about_ca_system_score_codex":0.00030805718,"about_ca_system_score_gemma":0.00033349142,"threshold_uncertainty_score":0.028177619},"labels":[],"label_agreement":null},{"id":"W4200306156","doi":"10.1186/s43065-021-00046-x","title":"Optimal overlays for preservation of concrete in cold climate: decision-making by the method of fuzzy comprehensive evaluation combined with AHP","year":2021,"lang":"en","type":"article","venue":"Journal of Infrastructure Preservation and Resilience","topic":"Innovative concrete reinforcement 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":"Research and Innovative Technology Administration; Federal Highway Administration; China Postdoctoral Science Foundation; Oregon Department of Transportation","keywords":"Overlay; Service life; Analytic hierarchy process; Abrasion (mechanical); Computer science; Fuzzy logic; Ultimate tensile strength; Durability; Bond strength; Civil engineering; Environmental science; Structural engineering; Engineering; Reliability engineering; Operations research; Materials science; Composite material; Artificial intelligence; Mechanical engineering; Adhesive","score_opus":0.012354719275123981,"score_gpt":0.29015218358623085,"score_spread":0.27779746431110686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200306156","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":[0.057793066,0.00021859922,0.9394649,0.00014296602,0.000024075964,0.0004221514,0.00008286874,0.00009359253,0.0017576949],"genre_scores_gemma":[0.6274618,0.00019253611,0.3713079,0.000045210578,0.000018876322,0.00058314373,0.00008956075,0.000013266848,0.0002878473],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973876,0.0013391838,0.00019848472,0.0002493962,0.00062353123,0.00020194505],"domain_scores_gemma":[0.99643,0.0025132522,0.0002726714,0.00006020205,0.00059863325,0.00012522069],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006588395,0.0011135627,0.0013285594,0.0025798255,0.0010505369,0.0016122774,0.0010771547,0.00084573566,0.0013942071],"category_scores_gemma":[0.00579578,0.00063279364,0.0014643819,0.0015732163,0.0008000824,0.0009391417,0.0011499281,0.00087799353,0.00006795456],"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":[0.00019247974,0.00017125657,0.0017880481,0.0004170154,0.00016237241,0.00015094197,0.00036880342,0.93317556,0.003911127,0.0055234344,0.00045612987,0.053682897],"study_design_scores_gemma":[0.000020297935,0.00006804123,0.00021877326,0.000028073997,0.000030160363,0.00000929511,0.000103334765,0.9961939,0.0008064853,0.00231337,0.00019361822,0.000014728736],"about_ca_topic_score_codex":0.010926316,"about_ca_topic_score_gemma":0.009620727,"teacher_disagreement_score":0.010926316,"about_ca_system_score_codex":0.0018046089,"about_ca_system_score_gemma":0.0031454903,"threshold_uncertainty_score":0.034843206},"labels":[],"label_agreement":null},{"id":"W4200358319","doi":"10.18280/acsm.450508","title":"Study of the Effect of Plastic Waste Fibers Incorporation on the Behavior of Self Compacting Concrete","year":2021,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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; Rheology; Ultimate tensile strength; Composite material; Plastic waste; Cement; Context (archaeology); Fiber; Compressive strength; Mortar; Composite number; Waste management","score_opus":0.02842833195449264,"score_gpt":0.2618110978301076,"score_spread":0.23338276587561496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200358319","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991598,0.00030460136,0.00022185937,0.0000072524253,0.0000055216337,0.0000039238835,0.00004100347,0.000007641847,0.00024843516],"genre_scores_gemma":[0.9986545,0.00028362678,0.00046563565,0.0000064367714,0.0000027106785,0.000003942487,0.000051180512,0.000005297168,0.0005266806],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986684,0.00002401516,0.000012517424,0.000029734396,0.000043879805,0.000023041033],"domain_scores_gemma":[0.99968624,0.00010001094,0.00009456663,0.000018874764,0.00006211183,0.000038144222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001807985,0.0002686703,0.0001874995,0.00016386577,0.00010229429,0.00015378425,0.000117055555,0.00017795982,0.001037649],"category_scores_gemma":[0.00028040097,0.000097988515,0.00017038778,0.00015835013,0.00013931794,0.00019089323,0.0000941792,0.00038426422,0.00012607698],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017041662,0.0000736039,0.0004156743,0.000050344508,0.0000062205513,0.00003954753,0.000038800405,0.00027046844,0.9977984,0.00001311504,0.000009473194,0.0011139893],"study_design_scores_gemma":[0.0000024968779,0.0006488995,0.0044749375,0.000005609671,0.000013584036,0.000024704432,0.00002618669,0.0009278008,0.9935922,0.0000037331101,0.00027637524,0.0000034711134],"about_ca_topic_score_codex":0.0006927734,"about_ca_topic_score_gemma":0.001154522,"teacher_disagreement_score":0.001037649,"about_ca_system_score_codex":0.00009083756,"about_ca_system_score_gemma":0.00008535252,"threshold_uncertainty_score":0.003471315},"labels":[],"label_agreement":null},{"id":"W4213426558","doi":"10.3390/ma15051657","title":"Flexural and Impact Behaviors of Mortar Composite Including Carbon Fibers","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Windsor; George Brown College","funders":"University of Windsor","keywords":"Flexural strength; Mortar; Composite material; Materials science; Composite number; Toughness; Izod impact strength test; Ultimate tensile strength","score_opus":0.016386498258702444,"score_gpt":0.2607412253079644,"score_spread":0.24435472704926195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213426558","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987509,0.0003651634,0.00043721555,0.0000047568274,0.0000044799713,0.0000035478956,0.000038986585,0.000011557289,0.00038327748],"genre_scores_gemma":[0.9983783,0.00021411537,0.0005271906,0.000009056626,0.000003074168,0.000002854546,0.00008203463,0.000006912513,0.0007764935],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983025,0.000010028702,0.000007861834,0.000032520522,0.00008411187,0.000035149256],"domain_scores_gemma":[0.99971443,0.00006790886,0.000066646535,0.000015486763,0.0000863108,0.00004925801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017902387,0.0003884116,0.0001854339,0.0004896648,0.00016894424,0.00014670115,0.00013486616,0.0002601031,0.0009540061],"category_scores_gemma":[0.00026787148,0.00014927454,0.00021509067,0.00020469945,0.00013297827,0.0002673566,0.00011851294,0.00024067728,0.0001603286],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006768576,0.000010269981,0.00077962235,0.000030882115,0.0000045187853,0.00005819028,0.000019541985,0.0001809084,0.9976204,0.000009950551,0.0000069681682,0.0012110925],"study_design_scores_gemma":[0.0000027194017,0.0005737153,0.02882542,0.000008059128,0.000023230317,0.00020619908,0.00007513255,0.0012515812,0.9684324,0.000014227004,0.00057450886,0.00001284015],"about_ca_topic_score_codex":0.0012832052,"about_ca_topic_score_gemma":0.004582352,"teacher_disagreement_score":0.0012832052,"about_ca_system_score_codex":0.00013618429,"about_ca_system_score_gemma":0.00008356056,"threshold_uncertainty_score":0.003191471},"labels":[],"label_agreement":null},{"id":"W4214939217","doi":"10.5267/j.esm.2022.2.005","title":"Response surface methodology approach for optimized compressive strength of some mix design concrete aggregates from waste cockle shells and glass powder","year":2022,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement 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":"Cockle; Compressive strength; Materials science; Epoxy; Response surface methodology; Composite material; Cement; Mathematics","score_opus":0.0334480780807614,"score_gpt":0.24975941333099821,"score_spread":0.21631133525023682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214939217","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":[0.23724201,0.0005483362,0.7579257,0.00007982319,0.00002692506,0.0002285777,0.00015284869,0.0007327245,0.003063038],"genre_scores_gemma":[0.7395882,0.00035832985,0.25746718,0.000035987556,0.0000055141672,0.00053621636,0.00022738373,0.000065833796,0.0017153425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992404,0.00025488497,0.00004166664,0.000090829875,0.00031812137,0.00005402323],"domain_scores_gemma":[0.9996799,0.00014769772,0.000043714692,0.00001928708,0.00010119721,0.0000081999715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013922289,0.0007554546,0.00063807453,0.00076975126,0.00016672049,0.00056862895,0.0004159662,0.0006282847,0.0014393546],"category_scores_gemma":[0.0009237393,0.00039513345,0.0015241657,0.0005684011,0.00020418601,0.00022347688,0.0002959605,0.0005142245,0.000291611],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030432563,0.00045725118,0.0017837968,0.0007922389,0.00012827081,0.00015209295,0.00017024281,0.26913455,0.6053754,0.0023508738,0.0003400315,0.119010955],"study_design_scores_gemma":[0.000037022186,0.0015658326,0.0027010858,0.00001658725,0.00006706077,0.00006531313,0.00009054194,0.7996024,0.1927167,0.00068106333,0.0024107532,0.000045621135],"about_ca_topic_score_codex":0.0011603821,"about_ca_topic_score_gemma":0.0015603579,"teacher_disagreement_score":0.0014393546,"about_ca_system_score_codex":0.00040238336,"about_ca_system_score_gemma":0.00049066346,"threshold_uncertainty_score":0.007362902},"labels":[],"label_agreement":null},{"id":"W421756114","doi":"10.14264/346023","title":"The nature of reactive powder concrete affecting its viability as a large scale construction material","year":2002,"lang":"en","type":"dissertation","venue":"The University of Queensland","topic":"Innovative concrete reinforcement 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":"Mainstream; Engineering; Scale (ratio); Bridge (graph theory); Forensic engineering; Construction engineering; Civil engineering; Geography; Cartography; Political science","score_opus":0.004508197289564041,"score_gpt":0.20040673109457774,"score_spread":0.1958985338050137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W421756114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5186201,0.039024808,0.026251584,0.0033757,0.0002971697,0.00022448259,0.00016227282,0.00007092887,0.4119729],"genre_scores_gemma":[0.91296667,0.011145494,0.006122713,0.00021914465,0.00008460277,0.00005974774,0.000058302492,0.000026644428,0.06931675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994524,0.00010324505,0.000012208318,0.000100889076,0.00027943615,0.000051886414],"domain_scores_gemma":[0.9996458,0.00012578319,0.0000454587,0.000031467243,0.00011612592,0.000035406105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091100123,0.00015579953,0.00012612592,0.0003432051,0.00061215274,0.0021589366,0.00030428183,0.00063201186,0.005163012],"category_scores_gemma":[0.0005329222,0.00012324617,0.00009760802,0.00035461297,0.0010753906,0.0010000956,0.0006235452,0.0007202187,0.0012496017],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020858788,0.00036632252,0.0033661197,0.0009197788,0.0000098891705,0.000689516,0.0032719686,0.0024623866,0.47986498,0.24868596,0.0029095872,0.25724488],"study_design_scores_gemma":[0.000029265313,0.0011719603,0.023526765,0.0005246964,0.000033604723,0.0026030228,0.0057486305,0.0019529421,0.30877718,0.048147053,0.60740495,0.00007987369],"about_ca_topic_score_codex":0.0009830325,"about_ca_topic_score_gemma":0.002601643,"teacher_disagreement_score":0.005163012,"about_ca_system_score_codex":0.00092885905,"about_ca_system_score_gemma":0.00081653416,"threshold_uncertainty_score":0.017271996},"labels":[],"label_agreement":null},{"id":"W4220757566","doi":"10.18280/acsm.460103","title":"Effect of Gravel Content on Mechanical Performance and Porous Structure of Concrete","year":2022,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Porosity; Durability; Materials science; Compressive strength; Geotechnical engineering; Pervious concrete; Cement; Water transfer; Water content; Penetration (warfare); Composite material; Water–cement ratio; Environmental science; Geology; Engineering","score_opus":0.022704269245082787,"score_gpt":0.24134232572174305,"score_spread":0.21863805647666026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220757566","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988925,0.0004510909,0.00012414367,0.0000094500865,0.0000033696863,0.0000036579904,0.000048232843,0.000007540635,0.00045996392],"genre_scores_gemma":[0.99914896,0.00020486972,0.00015426228,0.000007816942,0.0000026349253,0.000002170413,0.00006109002,0.000005553529,0.0004125789],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997123,0.000053155713,0.000021485126,0.000056987956,0.00010611335,0.000050085022],"domain_scores_gemma":[0.9991665,0.00034139026,0.0002155445,0.000038726273,0.000109421664,0.00012834823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018716355,0.0003098823,0.00023226677,0.00032760616,0.00015161929,0.00033643056,0.0001597705,0.00023314853,0.001428843],"category_scores_gemma":[0.0008111924,0.00019907624,0.00015295592,0.00018514488,0.00031253358,0.0002651355,0.00018566799,0.00025788098,0.00022108582],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008335819,0.00010490662,0.0041411184,0.0001423961,0.000038640865,0.00020362198,0.00009644416,0.0013876667,0.9894601,0.000053138843,0.000029913272,0.0035083399],"study_design_scores_gemma":[0.000013487851,0.0018880386,0.027258223,0.000017326573,0.000056761284,0.00015316033,0.000094566996,0.0009376488,0.9689071,0.000035975456,0.000621284,0.000016451675],"about_ca_topic_score_codex":0.0007816785,"about_ca_topic_score_gemma":0.0016333713,"teacher_disagreement_score":0.001428843,"about_ca_system_score_codex":0.000171892,"about_ca_system_score_gemma":0.0001422961,"threshold_uncertainty_score":0.004779935},"labels":[],"label_agreement":null},{"id":"W4220824515","doi":"10.1016/j.tafmec.2022.103339","title":"Investigation on the dynamic tensile behaviour of rubberized mortar using the Brazilian disc method","year":2022,"lang":"en","type":"article","venue":"Theoretical and Applied Fracture Mechanics","topic":"Innovative concrete reinforcement 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":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Materials science; Mortar; Natural rubber; Composite material; Ultimate tensile strength; Aggregate (composite); Split-Hopkinson pressure bar; Volume (thermodynamics); Volume fraction; Tension (geology); Strain rate","score_opus":0.012485454162565782,"score_gpt":0.2353430339792738,"score_spread":0.22285757981670803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220824515","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9910301,0.00072997314,0.0058788806,0.000023056014,0.000012411151,0.000012841101,0.00007686841,0.000022749058,0.002213085],"genre_scores_gemma":[0.9962954,0.0002937297,0.0019296308,0.00000575204,0.000005085267,0.000005266427,0.000050266473,0.0000067745864,0.0014081215],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997079,0.000039619285,0.000010929385,0.000046460053,0.00016742112,0.000027583905],"domain_scores_gemma":[0.99947864,0.00022811077,0.00007104451,0.000056153734,0.00014505578,0.000021131602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044813572,0.00030271529,0.0002796689,0.000532939,0.00021931529,0.00017523406,0.00042750934,0.0003255373,0.0015024843],"category_scores_gemma":[0.0006567633,0.00017953414,0.00022410802,0.0003400975,0.00043336183,0.00022997921,0.00012484667,0.00025752964,0.00024680022],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015673715,0.000030314925,0.0013716336,0.00008579114,0.0000073632536,0.00013125224,0.00014950644,0.0007595645,0.98895615,0.0002977692,0.000033442248,0.008020626],"study_design_scores_gemma":[0.000013655473,0.0014664772,0.039553918,0.00001979559,0.000059159393,0.0004956625,0.0002430001,0.015021587,0.94045484,0.00011472887,0.002524004,0.000033131844],"about_ca_topic_score_codex":0.0017841859,"about_ca_topic_score_gemma":0.0031232696,"teacher_disagreement_score":0.0017841859,"about_ca_system_score_codex":0.0001511193,"about_ca_system_score_gemma":0.00014397239,"threshold_uncertainty_score":0.005026281},"labels":[],"label_agreement":null},{"id":"W4220877389","doi":"10.1016/j.conbuildmat.2022.127170","title":"Size effect of ultra-high-performance concrete under compression: effects of steel fiber characteristics and water-to-binder ratio","year":2022,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":57,"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 Education and Child Care; University of British Columbia","funders":"","keywords":"Materials science; Composite material; Fiber; Compression (physics); Compressive strength","score_opus":0.004525951274942925,"score_gpt":0.2020240930260673,"score_spread":0.19749814175112437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220877389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970783,0.00023069046,0.0005768266,0.000026738255,0.000020760994,0.000010005649,0.0000773396,0.00007478974,0.0019044729],"genre_scores_gemma":[0.99906546,0.00008731297,0.00015656435,0.000011543863,0.000007800568,0.000004081583,0.00006015463,0.00001929071,0.00058783626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997826,0.000023316898,0.000014089803,0.00004325453,0.00009241556,0.00004434866],"domain_scores_gemma":[0.998139,0.000932584,0.0002691284,0.00010764618,0.0003047409,0.0002468213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035349422,0.0002954029,0.00022843065,0.00036823546,0.00019192604,0.00027769295,0.00030893067,0.00031065464,0.004627675],"category_scores_gemma":[0.001278931,0.00025607797,0.00021774176,0.00024432177,0.0005274525,0.00069662655,0.00031233788,0.0002964708,0.00048760165],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016208319,0.00011428669,0.00096867624,0.00007146417,0.0000103535995,0.00011927831,0.00009232913,0.0016476207,0.9919776,0.00014051753,0.00011318683,0.0031239653],"study_design_scores_gemma":[0.000021844426,0.0006251947,0.007739981,0.000004295208,0.0000229748,0.00004185225,0.00006768484,0.002802508,0.9883334,0.000027941736,0.00029965004,0.000012724764],"about_ca_topic_score_codex":0.0020515888,"about_ca_topic_score_gemma":0.0035855426,"teacher_disagreement_score":0.004627675,"about_ca_system_score_codex":0.00022306474,"about_ca_system_score_gemma":0.00039771287,"threshold_uncertainty_score":0.015481114},"labels":[],"label_agreement":null},{"id":"W4225126547","doi":"10.11159/icsect22.005","title":"Fibre-Reinforced and Hybrid-Reinforced Concrete: An Updated Bridged Crack Model with Softening Pull-Out","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Brittleness; Reinforced solid; Reinforcement; Composite material; Softening; Cracking; Structural engineering; Toughness; Fracture mechanics; Fracture toughness; Constitutive equation; Fiber-reinforced concrete; Stress (linguistics); Reinforced concrete; Finite element method; Engineering","score_opus":0.005898888929556471,"score_gpt":0.18202290636600055,"score_spread":0.17612401743644407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225126547","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":[0.13112462,0.0016541493,0.83691984,0.00046008552,0.0002399795,0.00010520165,0.00086614076,0.000505807,0.028124265],"genre_scores_gemma":[0.88628036,0.0010667681,0.08395785,0.00010814534,0.00011308572,0.00014022995,0.0004560498,0.00020647745,0.027671086],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998154,0.000028870954,0.00001026049,0.00003912432,0.00008615453,0.000020216738],"domain_scores_gemma":[0.9998124,0.000030553678,0.000033569006,0.000024951552,0.000068964444,0.000029463663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027934113,0.00060628366,0.0005938264,0.00066509354,0.0002763673,0.000847697,0.002239405,0.0018181188,0.0021846779],"category_scores_gemma":[0.00047880705,0.0004416971,0.0007215212,0.0005540713,0.0005992439,0.0011796847,0.0008451411,0.00089881587,0.0006681997],"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":[0.000039771316,0.000044327382,0.00046357358,0.000050606952,0.000022421753,0.00021718701,0.00005844522,0.95472986,0.009106125,0.02341753,0.0005077054,0.011342368],"study_design_scores_gemma":[0.0000050908116,0.000010346671,0.00017011867,0.000004462308,0.0000055309056,0.000025219293,0.0000041056915,0.9965146,0.00031569894,0.0019884154,0.0009492304,0.000007177209],"about_ca_topic_score_codex":0.00960653,"about_ca_topic_score_gemma":0.0076786354,"teacher_disagreement_score":0.00960653,"about_ca_system_score_codex":0.0005612719,"about_ca_system_score_gemma":0.00066580606,"threshold_uncertainty_score":0.019101262},"labels":[],"label_agreement":null},{"id":"W4225149811","doi":"10.11159/icsect22.177","title":"Developing Self-Compacting Steel Fibre Reinforced Concrete (SCSFRC) Mixes Based On Target Plastic Viscosity and Compressive Strength","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Compressive strength; Materials science; Composite material; Viscosity","score_opus":0.005514371508654553,"score_gpt":0.18248432555981892,"score_spread":0.17696995405116436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225149811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948743,0.00064560404,0.0034939558,0.000016640815,0.000010231782,0.00008941114,0.000071727765,0.000045881126,0.000752323],"genre_scores_gemma":[0.981656,0.0006703526,0.016348243,0.000015224226,0.000009540625,0.000066266126,0.00014007791,0.000017615215,0.0010766322],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971753,0.000029293553,0.00002986995,0.00005906579,0.00014256476,0.000021684085],"domain_scores_gemma":[0.9997317,0.000030235824,0.00013345112,0.000017169954,0.000051781073,0.0000356902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033029722,0.00044444393,0.00030816055,0.0005512365,0.00017210242,0.00024719376,0.00028547956,0.00037793288,0.0008437467],"category_scores_gemma":[0.00029095783,0.00019113858,0.00024141409,0.00033142423,0.0002544517,0.00035440188,0.0003095817,0.00034735957,0.00024259686],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035626006,0.000037737846,0.0003516627,0.000054631982,0.00000419343,0.000022201253,0.000013062476,0.0002873022,0.99756527,0.00006498749,0.00000809705,0.0015551802],"study_design_scores_gemma":[0.000010149709,0.0006029002,0.004957665,0.0000101049345,0.000023439867,0.00007441633,0.00001536749,0.0010656193,0.99191475,0.000019017189,0.001298918,0.000007601063],"about_ca_topic_score_codex":0.0007888118,"about_ca_topic_score_gemma":0.0031070407,"teacher_disagreement_score":0.0008437467,"about_ca_system_score_codex":0.0003099024,"about_ca_system_score_gemma":0.00025318653,"threshold_uncertainty_score":0.002822578},"labels":[],"label_agreement":null},{"id":"W4226052837","doi":"10.1515/nleng-2022-0008","title":"Improving nonlinear behavior and tensile and compressive strengths of sustainable lightweight concrete using waste glass powder, nanosilica, and recycled polypropylene fiber","year":2022,"lang":"en","type":"article","venue":"Nonlinear Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Materials science; Polypropylene; Ultimate tensile strength; Composite material; Compressive strength; Cement; Aggregate (composite); Fiber; Glass fiber; Scanning electron microscope; Environmentally friendly","score_opus":0.006305661838910667,"score_gpt":0.21062828214812013,"score_spread":0.20432262030920945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226052837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983853,0.0001588863,0.0010414664,0.000008596835,0.0000035368694,0.00000427601,0.000028487071,0.000013174279,0.00035622413],"genre_scores_gemma":[0.9978701,0.00011834785,0.0012913853,0.0000038870617,0.0000010833603,0.000004410545,0.00003595385,0.00000490352,0.0006699426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999908,0.000007825701,0.000007405834,0.000015522413,0.0000463854,0.000014891415],"domain_scores_gemma":[0.99989235,0.000011932379,0.00004187834,0.000007084224,0.000027477137,0.000019204464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014649147,0.00033993527,0.00010636647,0.00034432413,0.00012406212,0.00011307716,0.0001089476,0.00016949914,0.0005261658],"category_scores_gemma":[0.00013659097,0.00014096775,0.00019135137,0.00019186,0.00016483958,0.00021169512,0.00016035396,0.00020185404,0.000116293784],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026105477,0.00001395521,0.00034877364,0.00002164701,0.0000035400342,0.000020753441,0.000011679133,0.00044662293,0.99791116,0.000026590169,0.000008813468,0.001160404],"study_design_scores_gemma":[0.0000027118122,0.00015173404,0.004020437,0.000004032131,0.000009783797,0.000026587259,0.000020335081,0.0018959,0.99350435,0.000011192761,0.00034830355,0.000004594425],"about_ca_topic_score_codex":0.0010744839,"about_ca_topic_score_gemma":0.0060683805,"teacher_disagreement_score":0.0010744839,"about_ca_system_score_codex":0.0002054805,"about_ca_system_score_gemma":0.00016342403,"threshold_uncertainty_score":0.002136469},"labels":[],"label_agreement":null},{"id":"W4226453422","doi":"10.31814/stce.huce(nuce)2022-16(1)-02","title":"Experimental investigation of the secondary creep of fiber reinforced concrete at high stress: Macroscopic measurement and digital image correlation","year":2022,"lang":"en","type":"article","venue":"Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHN","topic":"Innovative concrete reinforcement 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 Laval","funders":"","keywords":"Digital image correlation; Creep; Materials science; Serviceability (structure); Structural engineering; Composite material; Deflection (physics); Aggregate (composite); Mortar; Durability; Reinforced concrete; Engineering; Physics; Optics","score_opus":0.010962082169817805,"score_gpt":0.19780754639312637,"score_spread":0.18684546422330855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226453422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99370366,0.00011577322,0.0051751444,0.000011678115,0.0000077885,0.000028021692,0.00015543729,0.000045099616,0.0007574238],"genre_scores_gemma":[0.99284005,0.00012117057,0.0062378263,0.000008394557,0.00000441272,0.000026437163,0.00007725714,0.000007985498,0.0006763555],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996593,0.000024286157,0.00001871552,0.00007558311,0.0001708646,0.00005126769],"domain_scores_gemma":[0.99944335,0.00009919492,0.00011119045,0.000095151314,0.00020760891,0.000043460204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003578045,0.00029853708,0.00024026736,0.00047571733,0.0002625668,0.00012313986,0.00023956508,0.00034107483,0.0009831903],"category_scores_gemma":[0.00035025505,0.00017904914,0.00017675442,0.00044328903,0.0005687678,0.000223922,0.00030280158,0.00036220814,0.00011580355],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052953943,0.000047397,0.0014070374,0.000039398405,0.0000027681842,0.00006930144,0.00013672777,0.00043002752,0.99510777,0.000045976874,0.000027432323,0.0026332897],"study_design_scores_gemma":[0.0000053294325,0.000604508,0.028346013,0.0000047107806,0.000012313,0.00018767647,0.0001100227,0.0055109523,0.96475005,0.000032479504,0.0004185342,0.00001740022],"about_ca_topic_score_codex":0.00108548,"about_ca_topic_score_gemma":0.001952491,"teacher_disagreement_score":0.00108548,"about_ca_system_score_codex":0.00021245504,"about_ca_system_score_gemma":0.00016142016,"threshold_uncertainty_score":0.003289044},"labels":[],"label_agreement":null},{"id":"W4230013437","doi":"10.32920/ryerson.14656794","title":"Fracture Energy, Fatigue and Creep Properties of Engineered Cementitious Composites Incorporating Fly Ash/Slag with Different Aggregates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Ministère des Transports","keywords":"Materials science; Fly ash; Composite material; Cracking; Silica fume; Cementitious; Strain hardening exponent; Ductility (Earth science); Creep; Cement","score_opus":0.015508832620145761,"score_gpt":0.1939156777466523,"score_spread":0.17840684512650654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230013437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995111,0.00012489062,0.00019869838,0.0000020663629,0.000001612548,0.0000013960686,0.00003269757,0.0000046024134,0.00012278692],"genre_scores_gemma":[0.99931085,0.00007410936,0.00019597933,0.0000025927982,8.087934e-7,0.0000023911869,0.000054498054,0.0000032771852,0.00035549517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998752,0.000008144146,0.000009618597,0.000022074122,0.000061353625,0.000023572813],"domain_scores_gemma":[0.9998374,0.000034597037,0.00004943147,0.000010081456,0.00004567981,0.000022800046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014574912,0.00020404393,0.00016557555,0.00036540342,0.00012182059,0.00011501286,0.0001263779,0.00019238923,0.0007730699],"category_scores_gemma":[0.00018414907,0.00012094059,0.00023103127,0.00020565631,0.00014215561,0.00019201556,0.00011116271,0.00018563257,0.0001011883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000098993885,0.000020171472,0.0013882907,0.00003191589,0.000008014342,0.000032545588,0.000033808188,0.00057384616,0.99582016,0.000015312797,0.000010142969,0.0019666571],"study_design_scores_gemma":[0.0000037762597,0.0006072224,0.033708137,0.000005646166,0.000025785412,0.00008594334,0.00006051144,0.002944513,0.9621859,0.0000127010635,0.00035004359,0.000009789512],"about_ca_topic_score_codex":0.0008590283,"about_ca_topic_score_gemma":0.002668987,"teacher_disagreement_score":0.0008590283,"about_ca_system_score_codex":0.00013282492,"about_ca_system_score_gemma":0.0000856115,"threshold_uncertainty_score":0.002586186},"labels":[],"label_agreement":null},{"id":"W4232682796","doi":"10.32920/ryerson.14660277.v1","title":"Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Ultimate tensile strength; Flexural strength; Composite material; Cracking; Stiffening; Reinforcement; Shear (geology); Fiber-reinforced concrete; Structural engineering; Fiber; Tension (geology); Engineering","score_opus":0.016669239838540566,"score_gpt":0.20946926280310862,"score_spread":0.19280002296456805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232682796","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981383,0.00021333472,0.00059370574,0.00001591634,0.000005188749,0.000004602048,0.00013384974,0.00002591462,0.00086908386],"genre_scores_gemma":[0.99892706,0.00005499888,0.0002161754,0.0000048075135,0.0000016359112,0.0000021422509,0.00011249911,0.0000054881275,0.0006752464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996977,0.000019394258,0.000012370608,0.000037648093,0.00019468874,0.000038143604],"domain_scores_gemma":[0.99949837,0.0001052821,0.00015352738,0.000048225476,0.00013899199,0.000055426466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003218045,0.0002944671,0.00014593017,0.00067160255,0.00021658969,0.00020362667,0.00020775985,0.00045596782,0.0016770327],"category_scores_gemma":[0.0005643621,0.0001917969,0.00015129837,0.0003073408,0.0003818772,0.00026007608,0.00016511675,0.0002453531,0.00024925417],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014959587,0.00006309195,0.005741078,0.00006352449,0.000013917198,0.00015458939,0.000064051164,0.008368233,0.9796967,0.00024838035,0.000116202784,0.0053206845],"study_design_scores_gemma":[0.000024215333,0.0016008831,0.12838039,0.000026566593,0.000036733116,0.00064111943,0.0001885929,0.028521815,0.8375946,0.00023298242,0.0026982513,0.00005372693],"about_ca_topic_score_codex":0.0013914156,"about_ca_topic_score_gemma":0.0018620373,"teacher_disagreement_score":0.0016770327,"about_ca_system_score_codex":0.0002558193,"about_ca_system_score_gemma":0.00019467535,"threshold_uncertainty_score":0.0056102276},"labels":[],"label_agreement":null},{"id":"W4233683073","doi":"10.32920/ryerson.14668683.v1","title":"Strain rate sensitivity of ultra-high performance fiber reinforced concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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; Strain rate; Hammer; Composite material; Durability; Ultimate tensile strength; Fiber-reinforced concrete; Sensitivity (control systems); Flexural strength; Dynamic testing; Metakaolin; Dynamic loading; Structural engineering; Fiber; Compressive strength; Engineering","score_opus":0.014259134171692991,"score_gpt":0.2216896701180317,"score_spread":0.2074305359463387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233683073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99717534,0.0005071076,0.0013833181,0.000011579613,0.000009344283,0.0000072596313,0.00008798261,0.000025970332,0.0007919964],"genre_scores_gemma":[0.9988104,0.00015176953,0.00033242308,0.0000065907957,0.0000022757638,0.0000024524645,0.000075243595,0.0000037169484,0.0006151596],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960107,0.000028578828,0.000024009782,0.00008211216,0.00022282627,0.000041523064],"domain_scores_gemma":[0.99927956,0.0001499052,0.00026861133,0.00006799912,0.00018467059,0.000049295457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027225245,0.00028228236,0.00014573523,0.0005004403,0.00007304599,0.00012931145,0.00019060078,0.00027992766,0.0008080239],"category_scores_gemma":[0.00053338666,0.0001757942,0.00020525137,0.00023286548,0.0001820235,0.00020253166,0.00014896883,0.0002288036,0.00016285609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017698486,0.000038295562,0.004548359,0.00004772614,0.000011287665,0.00009723846,0.000050882903,0.0020818356,0.98904175,0.00003095835,0.000024434918,0.003850265],"study_design_scores_gemma":[0.000002995048,0.0007069985,0.052678432,0.0000069412636,0.000013119812,0.00023398534,0.000050195773,0.0041333023,0.941645,0.000017425755,0.00049609726,0.000015424735],"about_ca_topic_score_codex":0.00074925256,"about_ca_topic_score_gemma":0.0011767532,"teacher_disagreement_score":0.0008080239,"about_ca_system_score_codex":0.00014445119,"about_ca_system_score_gemma":0.000070077425,"threshold_uncertainty_score":0.0027031302},"labels":[],"label_agreement":null},{"id":"W4233802993","doi":"10.32920/ryerson.14652996","title":"Rheology, fresh and hardened properties of self-consolidating concrete utilizing metal and PVA polymer fibers","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Self-consolidating concrete; Flexural strength; Composite material; Compressive strength; Ultimate tensile strength; Rheology; Fiber; Properties of concrete","score_opus":0.02102541479847801,"score_gpt":0.21957200131658816,"score_spread":0.19854658651811016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233802993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99876827,0.00025549304,0.00042125126,0.000006484234,0.000003974183,0.0000049973414,0.00011273402,0.000012669449,0.0004141297],"genre_scores_gemma":[0.99831784,0.0001326993,0.0004944126,0.000005543483,0.000002030333,0.000004341778,0.0001894212,0.000006086711,0.00084767456],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987674,0.000017271761,0.000014176613,0.000021106218,0.00004908616,0.00002162991],"domain_scores_gemma":[0.99979764,0.000035726334,0.0000563829,0.000012797992,0.000058166475,0.000039275517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002188236,0.00029172446,0.00012613458,0.000397547,0.000110589135,0.00015396427,0.00009798039,0.00015470332,0.001020742],"category_scores_gemma":[0.00029515795,0.00013549972,0.00019775721,0.00021887348,0.00014824077,0.00021508739,0.00010771779,0.0003422132,0.00015256672],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011973501,0.000026375257,0.0017735636,0.000025703928,0.000007943841,0.000040812753,0.000034833873,0.0003908607,0.9959675,0.000032665026,0.000020302614,0.001559826],"study_design_scores_gemma":[0.0000060494526,0.0005524219,0.028335249,0.000008261638,0.000025176168,0.00007460811,0.000055272565,0.0026130711,0.96772623,0.000014135446,0.0005784773,0.000011136455],"about_ca_topic_score_codex":0.0015079431,"about_ca_topic_score_gemma":0.002141568,"teacher_disagreement_score":0.0015079431,"about_ca_system_score_codex":0.00013989769,"about_ca_system_score_gemma":0.000105244246,"threshold_uncertainty_score":0.0034146905},"labels":[],"label_agreement":null},{"id":"W4233981502","doi":"10.32920/ryerson.14661405","title":"Strain rate effects on ultra high performance fiber reinforced concrete (UHP-FRC) with various fiber contents","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Ductility (Earth science); Materials science; Flexural strength; Strain rate; Durability; Fiber; Compression (physics); Fiber-reinforced concrete; Composite material; Tension (geology); Structural engineering; Engineering","score_opus":0.010919601058156252,"score_gpt":0.2081008214355232,"score_spread":0.19718122037736693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233981502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977991,0.00070863025,0.00050459267,0.00000973022,0.000008030162,0.000009649335,0.00013624605,0.000022841246,0.00080115284],"genre_scores_gemma":[0.9978307,0.00044687215,0.0005243342,0.000010653822,0.000003774355,0.000008012484,0.00015659291,0.000014946012,0.001004174],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993629,0.00008824275,0.000046843026,0.00012711949,0.00027893958,0.00009608229],"domain_scores_gemma":[0.9993036,0.00022587745,0.00019748109,0.000069143316,0.00015513481,0.000048789927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043939767,0.00067404466,0.00024900475,0.00051343575,0.00019236354,0.00019448427,0.0003065945,0.00036858683,0.0012584283],"category_scores_gemma":[0.0005249385,0.00021361874,0.00025739634,0.00063739653,0.00036876102,0.00038624325,0.0002393304,0.0003497617,0.00023201625],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047518345,0.000117333264,0.001334788,0.00010372731,0.000013874669,0.00013070734,0.00007481108,0.0015733159,0.9903566,0.000036078392,0.000039276205,0.0057442966],"study_design_scores_gemma":[0.000003623764,0.0006283067,0.0069609787,0.000005010432,0.000012251485,0.000056431156,0.000030102758,0.0007949122,0.99117833,0.000005797278,0.00031649653,0.0000076846145],"about_ca_topic_score_codex":0.0011599875,"about_ca_topic_score_gemma":0.002025526,"teacher_disagreement_score":0.0012584283,"about_ca_system_score_codex":0.00021177084,"about_ca_system_score_gemma":0.00011151838,"threshold_uncertainty_score":0.004209876},"labels":[],"label_agreement":null},{"id":"W4234725088","doi":"10.32920/ryerson.14649585","title":"Performance of ultra-high performance fibre reinforced concrete plates under impact loads","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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","keywords":"Materials science; Ultimate tensile strength; Flexural strength; Compressive strength; Composite material; Reinforcement; Punching; Structural engineering; Ductility (Earth science); Fracture (geology); Creep; Engineering","score_opus":0.013232952620958222,"score_gpt":0.23368743978337542,"score_spread":0.2204544871624172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234725088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99920976,0.00004247009,0.00031678317,0.000004150263,0.0000028430075,0.0000051856973,0.00004840043,0.000035681296,0.00033469632],"genre_scores_gemma":[0.99888617,0.000055880762,0.0002215335,0.000004051805,0.0000014998213,0.0000034936302,0.000099490724,0.000005968134,0.0007218272],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995152,0.000033005326,0.000016653055,0.00006416863,0.0002720941,0.00009882943],"domain_scores_gemma":[0.99921966,0.00022125775,0.00016253786,0.00008404014,0.00016312597,0.00014934088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036185075,0.0009632899,0.0003924853,0.00076839037,0.00028962275,0.00032438856,0.0007228719,0.00073542004,0.002719159],"category_scores_gemma":[0.00064586586,0.0003127816,0.00038902153,0.00033693897,0.0006334299,0.0005312919,0.0004539395,0.0003905806,0.00072646886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015719357,0.0002134992,0.0072306558,0.00013253863,0.00003401044,0.0005561116,0.00016999933,0.014404959,0.9697216,0.00006642848,0.0000681331,0.00583014],"study_design_scores_gemma":[0.000027767326,0.0037113775,0.03752004,0.000013984142,0.00003829275,0.00021188841,0.00017970805,0.01243348,0.94559085,0.000020053072,0.00022210121,0.000030382356],"about_ca_topic_score_codex":0.0020139683,"about_ca_topic_score_gemma":0.002252504,"teacher_disagreement_score":0.002719159,"about_ca_system_score_codex":0.00025132,"about_ca_system_score_gemma":0.00026612345,"threshold_uncertainty_score":0.009096503},"labels":[],"label_agreement":null},{"id":"W4235001237","doi":"10.1139/cjce-27-5-907","title":"Sprayed fibre-reinforced polymers for repairs","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Coating; Composite number; Polymer; Fibre-reinforced plastic; Glass fiber; Structural engineering; Engineering","score_opus":0.006960163103779369,"score_gpt":0.18473479544605467,"score_spread":0.1777746323422753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235001237","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8825724,0.038628213,0.06849174,0.0002034256,0.00024614736,0.0002156909,0.00026439052,0.00073122716,0.008646801],"genre_scores_gemma":[0.95211554,0.008780689,0.029256871,0.0000686897,0.000041102678,0.000048752718,0.00015577022,0.00007104962,0.009461513],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998235,0.000017328635,0.00000748727,0.000025751746,0.00011120368,0.000014733195],"domain_scores_gemma":[0.9998559,0.000031350315,0.000039711173,0.000018758015,0.00003577182,0.000018504574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019378641,0.0003168532,0.00026142623,0.0003221443,0.0001131735,0.00014025325,0.0001699351,0.00024807442,0.002939598],"category_scores_gemma":[0.00023539132,0.00013242883,0.00022548513,0.00013311427,0.00019180859,0.00033618338,0.00018688623,0.00034749732,0.0007899465],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033976703,0.000026329531,0.00012509701,0.00011616116,0.0000056711883,0.00004750588,0.000015573703,0.00024303106,0.9830466,0.00012049063,0.00008883167,0.016130764],"study_design_scores_gemma":[0.000018054345,0.0010861106,0.0024314395,0.000019593303,0.000021883312,0.0006805647,0.000018975743,0.0012106072,0.9853425,0.00010344316,0.00905751,0.000009381828],"about_ca_topic_score_codex":0.00037626558,"about_ca_topic_score_gemma":0.0012232262,"teacher_disagreement_score":0.002939598,"about_ca_system_score_codex":0.00013705347,"about_ca_system_score_gemma":0.00014389264,"threshold_uncertainty_score":0.0098339915},"labels":[],"label_agreement":null},{"id":"W4235446791","doi":"10.32920/ryerson.14644125","title":"Shear and flexural behaviour of lightweight self-consolidating concrete beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear (geology); Materials science; Flexural strength; Composite material; Cracking; Self-consolidating concrete; Reinforced concrete; Shear strength (soil); Structural engineering; Geotechnical engineering; Compressive strength; Geology; Engineering","score_opus":0.012556099732411794,"score_gpt":0.23345650581406097,"score_spread":0.22090040608164918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235446791","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924856,0.00008946601,0.00030325536,0.0000025407937,0.0000014951634,0.000002074859,0.00008600376,0.0000103179755,0.00025626126],"genre_scores_gemma":[0.99880326,0.00007876033,0.00030946804,0.0000043356904,0.0000010336797,0.0000024990957,0.00012870599,0.000003903035,0.00066802267],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998394,0.000013865456,0.000011013003,0.00003176269,0.00007524329,0.00002870456],"domain_scores_gemma":[0.99968433,0.00007349574,0.0000782794,0.000027093094,0.00009741545,0.00003946686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029792322,0.00034521832,0.00017401025,0.00055820186,0.00013009594,0.00011982539,0.00014686365,0.0002667351,0.0012228162],"category_scores_gemma":[0.0002586273,0.00020895341,0.00020715813,0.00024317628,0.00021782442,0.00013746064,0.0001477749,0.00020063692,0.0002517171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012103587,0.000012759811,0.0061358474,0.000025204,0.0000087307035,0.00007204995,0.00008350977,0.001368087,0.9893143,0.00003756202,0.00002835154,0.0027925347],"study_design_scores_gemma":[0.000008807368,0.0010904121,0.158738,0.00001757838,0.000035407793,0.00020713532,0.00013787702,0.007877461,0.8308507,0.000054520267,0.0009572991,0.000024785402],"about_ca_topic_score_codex":0.0016623915,"about_ca_topic_score_gemma":0.0035738256,"teacher_disagreement_score":0.0016623915,"about_ca_system_score_codex":0.00016424338,"about_ca_system_score_gemma":0.00012927323,"threshold_uncertainty_score":0.0040907264},"labels":[],"label_agreement":null},{"id":"W4235474923","doi":"10.32920/ryerson.14656038","title":"UHPC Infilled Circular steel Tube Column Design","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Eurocode; Column (typography); Structural engineering; Tube (container); Engineering; Cross section (physics); Materials science; Mechanical engineering; Physics","score_opus":0.03095907222182417,"score_gpt":0.2318645399248782,"score_spread":0.20090546770305404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235474923","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6523798,0.00044672753,0.29499406,0.00012422175,0.00012679292,0.0005682009,0.0014993632,0.0018951233,0.047965694],"genre_scores_gemma":[0.9228223,0.00019910786,0.06451544,0.00003713563,0.000009434713,0.00018801275,0.00044733947,0.00015585023,0.01162545],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997967,0.000023987426,0.000006983549,0.000029924893,0.000107685606,0.000034687804],"domain_scores_gemma":[0.99976915,0.000014836647,0.000031042335,0.000022300883,0.00012228393,0.00004044169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001210913,0.0004845832,0.00024495155,0.00034885926,0.00022716657,0.00039486724,0.00072561024,0.00045608566,0.003570711],"category_scores_gemma":[0.00022440545,0.00016374222,0.00023020273,0.00023354766,0.00033343164,0.00020437708,0.0003918038,0.00032737668,0.0009578842],"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":[0.0005297202,0.00014014576,0.003054802,0.0004472344,0.000035506142,0.0005776937,0.00009809705,0.41363642,0.4977162,0.006838296,0.0024164366,0.0745095],"study_design_scores_gemma":[0.00006635313,0.0018748898,0.010986811,0.000052848984,0.00008806724,0.00061899226,0.00012558476,0.5412787,0.40831968,0.0010587069,0.03543299,0.00009633097],"about_ca_topic_score_codex":0.007211901,"about_ca_topic_score_gemma":0.0118777985,"teacher_disagreement_score":0.007211901,"about_ca_system_score_codex":0.0006745263,"about_ca_system_score_gemma":0.0011025539,"threshold_uncertainty_score":0.014339805},"labels":[],"label_agreement":null},{"id":"W4235570038","doi":"10.32920/ryerson.14648292","title":"An analysis of fresh, mechanical and durability properties of lightweight self-consolidating fiber reinforced concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Durability; Compressive strength; Flexural strength; Fiber; Crumb rubber; Polyvinyl chloride; Polyethylene; Polyvinyl alcohol; Natural rubber","score_opus":0.016468350736929097,"score_gpt":0.23415184060578828,"score_spread":0.2176834898688592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235570038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987801,0.00024635598,0.00071245094,0.00000331616,0.0000016350373,0.000005026826,0.00004455817,0.0000110076735,0.00019554733],"genre_scores_gemma":[0.99866366,0.00011789338,0.0006596304,0.0000035769822,0.0000012761788,0.000002862773,0.00010194622,0.0000055925907,0.00044355888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979585,0.000018308867,0.0000132587065,0.000032851494,0.00011528899,0.000024479396],"domain_scores_gemma":[0.9996797,0.00004836246,0.00009587994,0.000027637056,0.00010667554,0.000041780364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026442937,0.0003182959,0.00018221104,0.00043615434,0.00014658817,0.00012338163,0.00014494888,0.0002431343,0.00056110666],"category_scores_gemma":[0.00024110587,0.00012211612,0.00019665496,0.00018004533,0.00019764563,0.00026831243,0.00011587845,0.00019174734,0.00012354445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038290284,0.000011134377,0.0018711684,0.00002678467,0.000004552067,0.000039031234,0.000023508168,0.00018273476,0.99611807,0.000008748053,0.000005561566,0.0016705963],"study_design_scores_gemma":[0.0000023379896,0.00052819395,0.03907681,0.00000600889,0.000024811803,0.00019654959,0.000055268745,0.0013563654,0.9582884,0.000011449858,0.00044421566,0.000009684876],"about_ca_topic_score_codex":0.0010687939,"about_ca_topic_score_gemma":0.0026082923,"teacher_disagreement_score":0.0010687939,"about_ca_system_score_codex":0.00013403488,"about_ca_system_score_gemma":0.00012976996,"threshold_uncertainty_score":0.0021250844},"labels":[],"label_agreement":null},{"id":"W4235581449","doi":"10.32920/ryerson.14665302","title":"Performance Of UPHC Filled Steel Column","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Eurocode; Column (typography); Structural engineering; Frame (networking); Steel frame; Composite number; Materials science; Engineering; Composite material; Mechanical engineering","score_opus":0.014956466805157533,"score_gpt":0.21836931299135443,"score_spread":0.2034128461861969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235581449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927505,0.000222284,0.002469191,0.000023281093,0.00002271062,0.000012360086,0.00042623654,0.0005117373,0.0035615962],"genre_scores_gemma":[0.9936786,0.00007932758,0.0011382491,0.000011493539,0.0000036895099,0.0000074062086,0.00042548229,0.000060027174,0.004595757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995981,0.000041493844,0.000015400354,0.000053501863,0.00023257665,0.00005897262],"domain_scores_gemma":[0.9995714,0.00007453231,0.000040198578,0.000046771725,0.00020205897,0.00006500458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024068095,0.00037186992,0.0003522636,0.0003455319,0.00025267145,0.00035278485,0.0004182517,0.0005182862,0.005083579],"category_scores_gemma":[0.00045528382,0.00013705778,0.00018333335,0.00025979776,0.00024849435,0.00030468128,0.00030702096,0.00019796134,0.0013037148],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001346029,0.00016093849,0.0034703438,0.00022651724,0.000023063149,0.00021510107,0.00015212884,0.029651044,0.9419665,0.00035350324,0.0011078687,0.021326987],"study_design_scores_gemma":[0.000022740262,0.0018316639,0.010451436,0.000020496404,0.00002509323,0.00010536452,0.00012822256,0.031300195,0.95270485,0.00004611414,0.003335555,0.000028363236],"about_ca_topic_score_codex":0.0016220618,"about_ca_topic_score_gemma":0.002206261,"teacher_disagreement_score":0.005083579,"about_ca_system_score_codex":0.00028997945,"about_ca_system_score_gemma":0.0002707018,"threshold_uncertainty_score":0.017006278},"labels":[],"label_agreement":null},{"id":"W4238181904","doi":"10.32920/ryerson.14656992.v1","title":"Evaluating the bond strength of repair materials under harsh environmental loading","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Durability; Comparability; Cementitious; Bond strength; Compressive strength; Materials science; Structural engineering; Forensic engineering; Composite material; Engineering; Cement; Mathematics","score_opus":0.04364826293201578,"score_gpt":0.2923671303699414,"score_spread":0.2487188674379256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238181904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98714554,0.0012111951,0.0077509014,0.000020791702,0.000055404416,0.00005250014,0.00035654538,0.00011001002,0.003297056],"genre_scores_gemma":[0.99022794,0.0004953545,0.0047477996,0.000017548573,0.000008744343,0.00003121184,0.00026922187,0.000053280088,0.00414889],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992581,0.00008072766,0.000048680296,0.00012251327,0.0004215499,0.000068381865],"domain_scores_gemma":[0.998982,0.0002321192,0.00016769188,0.0001231724,0.00041552933,0.000079509395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012327466,0.00071019644,0.0003515304,0.0014197727,0.00032236244,0.00039785774,0.0004259341,0.0008387751,0.0038005924],"category_scores_gemma":[0.0016102714,0.00028199775,0.00034373376,0.0005582189,0.0002847831,0.0006679998,0.00043474053,0.0005667455,0.0012869745],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013772181,0.00004378408,0.0030812295,0.00013118355,0.000019899357,0.00008886148,0.0001200679,0.0009878635,0.9820072,0.00011922991,0.000070691254,0.013192302],"study_design_scores_gemma":[0.0000029189453,0.0010911084,0.020286057,0.00001839342,0.00006136973,0.00020869279,0.000223248,0.0015746396,0.9739777,0.00008080311,0.0024521966,0.000022826018],"about_ca_topic_score_codex":0.0004587867,"about_ca_topic_score_gemma":0.0012050426,"teacher_disagreement_score":0.0038005924,"about_ca_system_score_codex":0.00018107971,"about_ca_system_score_gemma":0.00019279026,"threshold_uncertainty_score":0.012714267},"labels":[],"label_agreement":null},{"id":"W4239689656","doi":"10.32920/ryerson.14656992","title":"Evaluating the bond strength of repair materials under harsh environmental loading","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Durability; Comparability; Cementitious; Bond strength; Compressive strength; Structural engineering; Materials science; Forensic engineering; Composite material; Engineering; Cement; Mathematics","score_opus":0.04364826293201578,"score_gpt":0.2923671303699414,"score_spread":0.2487188674379256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239689656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98714554,0.0012111951,0.0077509014,0.000020791702,0.000055404416,0.00005250014,0.00035654538,0.00011001002,0.003297056],"genre_scores_gemma":[0.99022794,0.0004953545,0.0047477996,0.000017548573,0.000008744343,0.00003121184,0.00026922187,0.000053280088,0.00414889],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992581,0.00008072766,0.000048680296,0.00012251327,0.0004215499,0.000068381865],"domain_scores_gemma":[0.998982,0.0002321192,0.00016769188,0.0001231724,0.00041552933,0.000079509395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012327466,0.00071019644,0.0003515304,0.0014197727,0.00032236244,0.00039785774,0.0004259341,0.0008387751,0.0038005924],"category_scores_gemma":[0.0016102714,0.00028199775,0.00034373376,0.0005582189,0.0002847831,0.0006679998,0.00043474053,0.0005667455,0.0012869745],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013772181,0.00004378408,0.0030812295,0.00013118355,0.000019899357,0.00008886148,0.0001200679,0.0009878635,0.9820072,0.00011922991,0.000070691254,0.013192302],"study_design_scores_gemma":[0.0000029189453,0.0010911084,0.020286057,0.00001839342,0.00006136973,0.00020869279,0.000223248,0.0015746396,0.9739777,0.00008080311,0.0024521966,0.000022826018],"about_ca_topic_score_codex":0.0004587867,"about_ca_topic_score_gemma":0.0012050426,"teacher_disagreement_score":0.0038005924,"about_ca_system_score_codex":0.00018107971,"about_ca_system_score_gemma":0.00019279026,"threshold_uncertainty_score":0.012714267},"labels":[],"label_agreement":null},{"id":"W4240391394","doi":"10.32920/ryerson.14644110.v1","title":"Flexural (Moment) Capacity of Ultra-high Performance Fiber Reinforced Concrete Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Flexural strength; Girder; Beam (structure); Materials science; Finite element method; Fiber-reinforced concrete; Cementitious; Composite material; Reinforced concrete; Engineering; Cement","score_opus":0.018340387033015926,"score_gpt":0.21989383644231697,"score_spread":0.20155344940930103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240391394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944944,0.00025286066,0.0025534902,0.000011254086,0.000004325339,0.0000060128064,0.0006413651,0.00008138746,0.0019549371],"genre_scores_gemma":[0.99848336,0.000055332377,0.00039890374,0.0000027162375,0.0000010540845,0.0000040225173,0.00031637904,0.000008630112,0.00072968676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972516,0.000022988192,0.000013363968,0.000046569494,0.00014975439,0.000042137122],"domain_scores_gemma":[0.99935156,0.00019062325,0.0001529122,0.00008816814,0.0001656628,0.00005096244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043640845,0.00024842637,0.00016131137,0.0013513807,0.00013539278,0.00015230189,0.0003738311,0.00025211796,0.0023192908],"category_scores_gemma":[0.00067512994,0.00017535187,0.00015294556,0.0004936709,0.0003606851,0.0003692621,0.00021663554,0.00013503217,0.00043574913],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000489181,0.00012444441,0.032364186,0.00017769607,0.000040551655,0.00042856354,0.00032386484,0.03300236,0.8892057,0.0010031698,0.0005844945,0.042255804],"study_design_scores_gemma":[0.000013681981,0.00059353997,0.16273445,0.000040832907,0.000027129936,0.0004853907,0.00020451962,0.043209355,0.7901903,0.0003407999,0.0020995801,0.000060347586],"about_ca_topic_score_codex":0.001452064,"about_ca_topic_score_gemma":0.0024884003,"teacher_disagreement_score":0.0023192908,"about_ca_system_score_codex":0.00019399624,"about_ca_system_score_gemma":0.00016397785,"threshold_uncertainty_score":0.0077587366},"labels":[],"label_agreement":null},{"id":"W4242039155","doi":"10.5703/1288284315747","title":"Smart Concrete","year":2007,"lang":"en","type":"report","venue":"","topic":"Innovative concrete reinforcement 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":"Purdue Pharma (Canada)","funders":"","keywords":"Cracking; Structural engineering; Materials science; Tension (geology); Reinforced concrete; Composite material; Forensic engineering; Compression (physics); Engineering","score_opus":0.038742632250099225,"score_gpt":0.2828418670980093,"score_spread":0.24409923484791007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242039155","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":[0.051483728,0.0022908212,0.046042595,0.00067832303,0.0009069766,0.0009981382,0.009303729,0.00529278,0.883003],"genre_scores_gemma":[0.098470524,0.0015503211,0.019495996,0.0003724054,0.00006233397,0.00019968339,0.008812066,0.00031921553,0.8707174],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993125,0.000016381735,0.000017973842,0.00008600163,0.0005022968,0.00006481302],"domain_scores_gemma":[0.999688,0.000012464776,0.000017157794,0.000044580647,0.00017182642,0.00006590447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025769052,0.00052033743,0.0003228087,0.0010043504,0.0007604238,0.00059571414,0.0004195405,0.00057774334,0.09565293],"category_scores_gemma":[0.0002667435,0.0002017107,0.00020193931,0.00061362627,0.00025878023,0.0005310795,0.00093219575,0.00044425437,0.060952794],"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":[0.00035095995,0.00034980313,0.003352968,0.0004843647,0.000017716724,0.00053344335,0.00017321383,0.0021308034,0.30103272,0.022114294,0.12518835,0.54427135],"study_design_scores_gemma":[0.000022165468,0.00020838332,0.0039108875,0.000066649445,0.000010067543,0.00068252865,0.00006587942,0.00078849186,0.119720675,0.0014427536,0.8730588,0.000022805523],"about_ca_topic_score_codex":0.001250761,"about_ca_topic_score_gemma":0.0035870147,"teacher_disagreement_score":0.09565293,"about_ca_system_score_codex":0.00047347302,"about_ca_system_score_gemma":0.0008761946,"threshold_uncertainty_score":0.31999093},"labels":[],"label_agreement":null},{"id":"W4242875076","doi":"10.1007/s40069-014-0071-6","title":"Erratum to: Principal Component and Multiple Regression Analysis for Steel Fiber Reinforced Concrete (SFRC) Beams","year":2014,"lang":"en","type":"erratum","venue":"International Journal of Concrete Structures and Materials","topic":"Innovative concrete reinforcement 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":"McMaster University; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Structural material; Principal component analysis; Structural engineering; Component (thermodynamics); Materials science; Reinforced concrete; Fiber; Fiber-reinforced concrete; Composite material; Engineering; Computer science; Artificial intelligence; Physics","score_opus":0.012426552502565606,"score_gpt":0.26231435014589877,"score_spread":0.24988779764333316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242875076","genre_codex":"editorial","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":[0.0008169131,0.0033984059,0.006394779,0.043899003,0.93183804,0.00011764333,0.0025917967,0.0009176094,0.010025886],"genre_scores_gemma":[0.015989054,0.0158386,0.045335855,0.08254834,0.17192926,0.0005144243,0.009092005,0.003926976,0.6548255],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9968534,0.00040912276,0.0006510828,0.00035835605,0.0015896078,0.00013839726],"domain_scores_gemma":[0.98375237,0.0037494784,0.00070487574,0.0009357895,0.010402799,0.00045462608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025070033,0.0024578073,0.0018492944,0.002916019,0.0025815587,0.0018199622,0.0024400046,0.0039991895,0.026101854],"category_scores_gemma":[0.028577615,0.001349843,0.0016416095,0.0022181894,0.0014740938,0.0016473571,0.0010016045,0.006091658,0.025849072],"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":[0.000035609162,0.000020938178,0.00016651228,0.00009683876,0.000008959697,0.00020893887,0.000017421564,0.00010621477,0.00009980847,0.000624274,0.9860318,0.01258271],"study_design_scores_gemma":[0.00003593309,0.00006877497,0.003371371,0.00030147267,0.000045141598,0.00085493,0.00008772335,0.000727473,0.0007274373,0.0015595596,0.99216825,0.00005188977],"about_ca_topic_score_codex":0.023191614,"about_ca_topic_score_gemma":0.038235337,"teacher_disagreement_score":0.026101854,"about_ca_system_score_codex":0.0022339416,"about_ca_system_score_gemma":0.0036612654,"threshold_uncertainty_score":0.08731943},"labels":[],"label_agreement":null},{"id":"W4243572681","doi":"10.32920/ryerson.14668683","title":"Strain rate sensitivity of ultra-high performance fiber reinforced concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Strain rate; Hammer; Composite material; Durability; Ultimate tensile strength; Fiber-reinforced concrete; Flexural strength; Dynamic testing; Sensitivity (control systems); Dynamic loading; Metakaolin; Structural engineering; Fiber; Compressive strength; Engineering; Metallurgy","score_opus":0.014259134171692991,"score_gpt":0.2216896701180317,"score_spread":0.2074305359463387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243572681","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99717534,0.0005071076,0.0013833181,0.000011579613,0.000009344283,0.0000072596313,0.00008798261,0.000025970332,0.0007919964],"genre_scores_gemma":[0.9988104,0.00015176953,0.00033242308,0.0000065907957,0.0000022757638,0.0000024524645,0.000075243595,0.0000037169484,0.0006151596],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960107,0.000028578828,0.000024009782,0.00008211216,0.00022282627,0.000041523064],"domain_scores_gemma":[0.99927956,0.0001499052,0.00026861133,0.00006799912,0.00018467059,0.000049295457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027225245,0.00028228236,0.00014573523,0.0005004403,0.00007304599,0.00012931145,0.00019060078,0.00027992766,0.0008080239],"category_scores_gemma":[0.00053338666,0.0001757942,0.00020525137,0.00023286548,0.0001820235,0.00020253166,0.00014896883,0.0002288036,0.00016285609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017698486,0.000038295562,0.004548359,0.00004772614,0.000011287665,0.00009723846,0.000050882903,0.0020818356,0.98904175,0.00003095835,0.000024434918,0.003850265],"study_design_scores_gemma":[0.000002995048,0.0007069985,0.052678432,0.0000069412636,0.000013119812,0.00023398534,0.000050195773,0.0041333023,0.941645,0.000017425755,0.00049609726,0.000015424735],"about_ca_topic_score_codex":0.00074925256,"about_ca_topic_score_gemma":0.0011767532,"teacher_disagreement_score":0.0008080239,"about_ca_system_score_codex":0.00014445119,"about_ca_system_score_gemma":0.000070077425,"threshold_uncertainty_score":0.0027031302},"labels":[],"label_agreement":null},{"id":"W4243768809","doi":"10.32920/ryerson.14644125.v1","title":"Shear and flexural behaviour of lightweight self-consolidating concrete beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Shear (geology); Materials science; Flexural strength; Composite material; Cracking; Self-consolidating concrete; Reinforced concrete; Shear strength (soil); Structural engineering; Geotechnical engineering; Compressive strength; Geology; Engineering","score_opus":0.012556099732411794,"score_gpt":0.23345650581406097,"score_spread":0.22090040608164918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243768809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924856,0.00008946601,0.00030325536,0.0000025407937,0.0000014951634,0.000002074859,0.00008600376,0.0000103179755,0.00025626126],"genre_scores_gemma":[0.99880326,0.00007876033,0.00030946804,0.0000043356904,0.0000010336797,0.0000024990957,0.00012870599,0.000003903035,0.00066802267],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998394,0.000013865456,0.000011013003,0.00003176269,0.00007524329,0.00002870456],"domain_scores_gemma":[0.99968433,0.00007349574,0.0000782794,0.000027093094,0.00009741545,0.00003946686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029792322,0.00034521832,0.00017401025,0.00055820186,0.00013009594,0.00011982539,0.00014686365,0.0002667351,0.0012228162],"category_scores_gemma":[0.0002586273,0.00020895341,0.00020715813,0.00024317628,0.00021782442,0.00013746064,0.0001477749,0.00020063692,0.0002517171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012103587,0.000012759811,0.0061358474,0.000025204,0.0000087307035,0.00007204995,0.00008350977,0.001368087,0.9893143,0.00003756202,0.00002835154,0.0027925347],"study_design_scores_gemma":[0.000008807368,0.0010904121,0.158738,0.00001757838,0.000035407793,0.00020713532,0.00013787702,0.007877461,0.8308507,0.000054520267,0.0009572991,0.000024785402],"about_ca_topic_score_codex":0.0016623915,"about_ca_topic_score_gemma":0.0035738256,"teacher_disagreement_score":0.0016623915,"about_ca_system_score_codex":0.00016424338,"about_ca_system_score_gemma":0.00012927323,"threshold_uncertainty_score":0.0040907264},"labels":[],"label_agreement":null},{"id":"W4243803887","doi":"10.5383/ijtee.08.02.002","title":"Crumb Rubber Effect on Acoustic Properties of Self- Consolidating Concrete","year":2014,"lang":"en","type":"article","venue":"International Journal of Thermal and Environmental Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Crumb rubber; Materials science; Natural rubber; Composite material; Context (archaeology); Parallelepiped; Volume (thermodynamics); Noise reduction coefficient; Absorption (acoustics); Scrap; Porosity; Mathematics; Metallurgy; Geology; Physics","score_opus":0.004317148096816736,"score_gpt":0.17231814396877507,"score_spread":0.16800099587195833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243803887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99893075,0.0002838747,0.00042615854,0.000005396764,0.0000029422818,0.0000051516126,0.000027919985,0.000012928446,0.00030487095],"genre_scores_gemma":[0.99889046,0.00016158204,0.0005122213,0.0000058015376,0.0000017179105,0.0000037128636,0.000042468502,0.000006029539,0.00037620438],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999619,0.00005797976,0.00003327517,0.000069509,0.00016967868,0.000050561972],"domain_scores_gemma":[0.9989613,0.0003113843,0.0003475481,0.00009427464,0.00020379058,0.000081817445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040502922,0.0004068474,0.00026094588,0.00035536496,0.00014206767,0.00017900868,0.00020497094,0.00027891,0.0017604338],"category_scores_gemma":[0.00081610907,0.00022105293,0.0003224113,0.00021107316,0.0003492824,0.0002749767,0.00021805342,0.00035897663,0.00022339528],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020786977,0.000016451075,0.00073577237,0.00008804807,0.0000072480575,0.000058908452,0.000054375367,0.00040563458,0.9968273,0.000012793648,0.0000067257247,0.0015788446],"study_design_scores_gemma":[0.00000712809,0.0010900992,0.017326202,0.00001012032,0.000035636647,0.0001211843,0.00009614566,0.001034993,0.9797515,0.000013642363,0.00049873546,0.000014601099],"about_ca_topic_score_codex":0.0010522327,"about_ca_topic_score_gemma":0.002445083,"teacher_disagreement_score":0.0017604338,"about_ca_system_score_codex":0.000114544964,"about_ca_system_score_gemma":0.0001569626,"threshold_uncertainty_score":0.0058891773},"labels":[],"label_agreement":null},{"id":"W4244689670","doi":"10.32920/ryerson.14646999","title":"A comparative study on the performance of different types of wallslab connections in liquid containing concrete structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Slab; Structural engineering; Cracking; Joint (building); Finite element method; Monotonic function; Materials science; Engineering; Composite material; Mathematics","score_opus":0.03744512436525273,"score_gpt":0.2779280464587037,"score_spread":0.240482922093451,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4244689670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997401,0.00017903595,0.0014834672,0.0000052371615,0.0000055073797,0.000008223128,0.00006241521,0.000055859968,0.00079926336],"genre_scores_gemma":[0.9979387,0.00008329243,0.000978659,0.000002380357,0.0000022177064,0.0000053552926,0.00009790454,0.000016440637,0.00087499415],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99932516,0.000110448,0.00005081129,0.00009526754,0.0003214605,0.00009684534],"domain_scores_gemma":[0.99829847,0.000499118,0.00026477294,0.0002628325,0.00048520975,0.00018967294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005480183,0.0006318065,0.00047347773,0.0010282422,0.00027823434,0.00035033585,0.00062252564,0.0006136099,0.002337173],"category_scores_gemma":[0.001405549,0.00026626376,0.00034695695,0.0005227261,0.00058561,0.0005269608,0.00042316774,0.00024903964,0.0005730382],"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":[0.0012320558,0.00025505474,0.011219611,0.00041479777,0.000049956416,0.00042235552,0.0005282325,0.026079563,0.928468,0.00023001569,0.00015950843,0.030940903],"study_design_scores_gemma":[0.000038725415,0.013445249,0.124183446,0.00010219713,0.00022238868,0.00074587733,0.00089236844,0.040830076,0.81676906,0.00019003853,0.0024976484,0.000082931234],"about_ca_topic_score_codex":0.0006326667,"about_ca_topic_score_gemma":0.001299149,"teacher_disagreement_score":0.002337173,"about_ca_system_score_codex":0.0001611017,"about_ca_system_score_gemma":0.00018599667,"threshold_uncertainty_score":0.007818699},"labels":[],"label_agreement":null},{"id":"W4245431530","doi":"10.1520/stp49511t","title":"Bond Strength Between Cast-in-Place Ultra-High-Performance- Concrete and Glass Fibre Reinforced Polymer Plates Using Epoxy Bonded Coarse Silica Sand","year":2012,"lang":"en","type":"book-chapter","venue":"ASTM International eBooks","topic":"Innovative concrete reinforcement 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 Calgary","funders":"","keywords":"Materials science; Epoxy; Composite material; Bond strength; Glass fiber; Polymer; Layer (electronics); Adhesive","score_opus":0.01707023236006311,"score_gpt":0.22607442004127767,"score_spread":0.20900418768121456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245431530","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9643052,0.002894128,0.012429803,0.0000900123,0.00023484079,0.000057168283,0.00041916413,0.00030124205,0.019268388],"genre_scores_gemma":[0.98221153,0.0005091961,0.0027336574,0.000015601338,0.00001389675,0.000011205439,0.00025177747,0.00004140273,0.014211746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99926144,0.000047716458,0.000020983081,0.00010251056,0.00049890927,0.0000684602],"domain_scores_gemma":[0.99949086,0.0001484328,0.00005808489,0.000050347975,0.00017331951,0.00007895515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005292943,0.0004390351,0.00026676638,0.00046430997,0.00037438548,0.00032278098,0.0010830335,0.00058051705,0.00605745],"category_scores_gemma":[0.0005860369,0.0004310941,0.0004334168,0.0002666741,0.00037415643,0.00063472014,0.00053054345,0.0007874344,0.0014250686],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003042469,0.00009955843,0.0016708864,0.00016867855,0.00004137831,0.00013962675,0.00022152365,0.0028068023,0.9686508,0.0006711327,0.0006675459,0.024557853],"study_design_scores_gemma":[0.000012061992,0.00064552174,0.014701118,0.000028367549,0.000055980097,0.00016833306,0.0001474401,0.0035232177,0.9766839,0.00022332006,0.0037845103,0.000026124239],"about_ca_topic_score_codex":0.0014294431,"about_ca_topic_score_gemma":0.004796141,"teacher_disagreement_score":0.00605745,"about_ca_system_score_codex":0.00050571753,"about_ca_system_score_gemma":0.00038853602,"threshold_uncertainty_score":0.020264149},"labels":[],"label_agreement":null},{"id":"W4246121400","doi":"10.1504/ijsmss.2018.102900","title":"Influence of fibres on the rebar-concrete bond: further evidence of toughness enhancement","year":2018,"lang":"en","type":"article","venue":"International Journal of Sustainable Materials and Structural Systems","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"","keywords":"Rebar; Materials science; Composite material; Toughness; Softening; Stress (linguistics); Slip (aerodynamics); Bond; Polypropylene","score_opus":0.010646390492120713,"score_gpt":0.2518720677383248,"score_spread":0.2412256772462041,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246121400","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99771845,0.0005087376,0.0008933477,0.000010249659,0.000007971906,0.00001042437,0.00006738594,0.000010276261,0.0007730454],"genre_scores_gemma":[0.9981464,0.00018762313,0.0004926407,0.000009570682,0.0000030660005,0.0000057506372,0.000044185897,0.000009285595,0.0011013483],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970466,0.000045459594,0.000018147779,0.000070691516,0.00010138016,0.00005965194],"domain_scores_gemma":[0.9988986,0.00046892857,0.0002525299,0.00006947607,0.00019976206,0.000110577144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036201446,0.00065635436,0.00026773463,0.0002946606,0.0001893325,0.00021005387,0.0001836131,0.00048506266,0.0041212826],"category_scores_gemma":[0.00074955466,0.00019762697,0.00022186336,0.00014029445,0.00033925523,0.00040451772,0.000301361,0.0005869855,0.00040924412],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011597227,0.000020606332,0.00055072486,0.000050579805,0.000005180631,0.000055091783,0.000044774228,0.00018611363,0.99785954,0.000012801842,0.000005210643,0.0010932962],"study_design_scores_gemma":[0.0000031494951,0.00064531167,0.014941289,0.000010548296,0.000018479692,0.000100664496,0.000072997136,0.0005043262,0.9832109,0.000022898661,0.000463145,0.000006256212],"about_ca_topic_score_codex":0.0004723706,"about_ca_topic_score_gemma":0.00094406976,"teacher_disagreement_score":0.0041212826,"about_ca_system_score_codex":0.000102746635,"about_ca_system_score_gemma":0.00008060064,"threshold_uncertainty_score":0.013787031},"labels":[],"label_agreement":null},{"id":"W4246880728","doi":"10.32920/ryerson.14662143","title":"The Effect of Steel Fibers Type and Content on the Development of Fresh and Hardened Properties and Durability of Selfconsolidating Concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Durability; Compressive strength; Sorptivity; Flexural strength; Absorption of water; Fiber-reinforced concrete; Toughness; Properties of concrete; Fiber; Slump","score_opus":0.046738729149029344,"score_gpt":0.22597700926889536,"score_spread":0.179238280119866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246880728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933064,0.0002471266,0.00012837874,0.000004649364,0.0000032398475,0.00000397337,0.000042641997,0.0000050318567,0.00023429762],"genre_scores_gemma":[0.9987846,0.00017147465,0.00029203334,0.0000060857365,0.0000027373073,0.0000035566645,0.00008154352,0.0000050993963,0.0006528454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979895,0.000038690596,0.00002215211,0.000047964008,0.000056372868,0.000035825466],"domain_scores_gemma":[0.99945253,0.00018522113,0.00013467405,0.00003095716,0.000080464255,0.00011618543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022820337,0.0002872542,0.00016551337,0.00022906663,0.00008969645,0.00019215768,0.0001640027,0.0002413973,0.0009263186],"category_scores_gemma":[0.0004670083,0.000184499,0.00016076672,0.00014797795,0.00022044615,0.00025820918,0.00012568124,0.00029956235,0.00013084663],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090660935,0.00011694672,0.0019488268,0.00006219387,0.000016116568,0.00009723456,0.000044191307,0.0003675979,0.99416816,0.000028877852,0.00001597263,0.0022273606],"study_design_scores_gemma":[0.0000076044516,0.0020132563,0.021391138,0.0000059228614,0.000045275312,0.0000926586,0.00003118274,0.00048595673,0.9755009,0.000013381135,0.00040451833,0.000008295986],"about_ca_topic_score_codex":0.00069281366,"about_ca_topic_score_gemma":0.0014443012,"teacher_disagreement_score":0.0009263186,"about_ca_system_score_codex":0.00013748594,"about_ca_system_score_gemma":0.0001344836,"threshold_uncertainty_score":0.0030988455},"labels":[],"label_agreement":null},{"id":"W4247859519","doi":"10.24018/ejeng.2020.5.12.2290","title":"An Experimental Investigation of Mechanical Properties of Bonded Concrete","year":2020,"lang":"en","type":"article","venue":"European Journal of Engineering and Technology Research","topic":"Innovative concrete reinforcement 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":"Beef Cattle Research Council","keywords":"Materials science; Grout; Shrinkage; Durability; Composite material; Adhesive; Ultimate tensile strength; Creep; Flexural strength; Compressive strength; Bond strength; Properties of concrete; Shear (geology); Structural engineering; Engineering; Layer (electronics)","score_opus":0.061051820676343814,"score_gpt":0.2736423500011143,"score_spread":0.2125905293247705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247859519","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936904,0.0001745523,0.004735581,0.000012347741,0.000026419864,0.00006870498,0.00021688586,0.000049193903,0.0010259224],"genre_scores_gemma":[0.9913879,0.00018793419,0.005247513,0.000019275261,0.00001106618,0.0000768491,0.00029256652,0.000027344484,0.002749517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994199,0.00005082968,0.000032101838,0.00011824095,0.00030163492,0.00007726659],"domain_scores_gemma":[0.99920624,0.00019315604,0.0001375357,0.00014135372,0.0002276768,0.000094037314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004720278,0.0006721977,0.00030467837,0.00039636486,0.0004609296,0.0001375511,0.00042805562,0.0006807042,0.004987414],"category_scores_gemma":[0.0007000007,0.00031835295,0.0002589152,0.000218564,0.00047806252,0.00034339214,0.0004225677,0.00064570096,0.00061581185],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005272336,0.0001319209,0.00037683567,0.000036741116,0.0000046201417,0.00004276947,0.00007192862,0.00015914958,0.997821,0.000035150282,0.000014444093,0.0012528386],"study_design_scores_gemma":[0.000018655062,0.006027958,0.01248583,0.0000132891255,0.000029082477,0.00020554698,0.00017466102,0.0011644945,0.9783256,0.000046793295,0.0014917454,0.000016304319],"about_ca_topic_score_codex":0.00034241224,"about_ca_topic_score_gemma":0.0008152502,"teacher_disagreement_score":0.004987414,"about_ca_system_score_codex":0.00012598385,"about_ca_system_score_gemma":0.00018994186,"threshold_uncertainty_score":0.016684592},"labels":[],"label_agreement":null},{"id":"W4248124457","doi":"10.32920/ryerson.14662374.v1","title":"Shear and flexural behaviour of lightweight self-consolidating concrete beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Shear (geology); Materials science; Flexural strength; Composite material; Self-consolidating concrete; Cracking; Reinforced concrete; Shear strength (soil); Structural engineering; Geotechnical engineering; Compressive strength; Geology; Engineering","score_opus":0.012556099732411794,"score_gpt":0.23345650581406097,"score_spread":0.22090040608164918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248124457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924856,0.00008946601,0.00030325536,0.0000025407937,0.0000014951634,0.000002074859,0.00008600376,0.0000103179755,0.00025626126],"genre_scores_gemma":[0.99880326,0.00007876033,0.00030946804,0.0000043356904,0.0000010336797,0.0000024990957,0.00012870599,0.000003903035,0.00066802267],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998394,0.000013865456,0.000011013003,0.00003176269,0.00007524329,0.00002870456],"domain_scores_gemma":[0.99968433,0.00007349574,0.0000782794,0.000027093094,0.00009741545,0.00003946686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029792322,0.00034521832,0.00017401025,0.00055820186,0.00013009594,0.00011982539,0.00014686365,0.0002667351,0.0012228162],"category_scores_gemma":[0.0002586273,0.00020895341,0.00020715813,0.00024317628,0.00021782442,0.00013746064,0.0001477749,0.00020063692,0.0002517171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012103587,0.000012759811,0.0061358474,0.000025204,0.0000087307035,0.00007204995,0.00008350977,0.001368087,0.9893143,0.00003756202,0.00002835154,0.0027925347],"study_design_scores_gemma":[0.000008807368,0.0010904121,0.158738,0.00001757838,0.000035407793,0.00020713532,0.00013787702,0.007877461,0.8308507,0.000054520267,0.0009572991,0.000024785402],"about_ca_topic_score_codex":0.0016623915,"about_ca_topic_score_gemma":0.0035738256,"teacher_disagreement_score":0.0016623915,"about_ca_system_score_codex":0.00016424338,"about_ca_system_score_gemma":0.00012927323,"threshold_uncertainty_score":0.0040907264},"labels":[],"label_agreement":null},{"id":"W4249063843","doi":"10.32920/ryerson.14646999.v1","title":"A comparative study on the performance of different types of wallslab connections in liquid containing concrete structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Slab; Cracking; Structural engineering; Joint (building); Finite element method; Monotonic function; Materials science; Engineering; Composite material; Mathematics","score_opus":0.03744512436525273,"score_gpt":0.2779280464587037,"score_spread":0.240482922093451,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4249063843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997401,0.00017903595,0.0014834672,0.0000052371615,0.0000055073797,0.000008223128,0.00006241521,0.000055859968,0.00079926336],"genre_scores_gemma":[0.9979387,0.00008329243,0.000978659,0.000002380357,0.0000022177064,0.0000053552926,0.00009790454,0.000016440637,0.00087499415],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99932516,0.000110448,0.00005081129,0.00009526754,0.0003214605,0.00009684534],"domain_scores_gemma":[0.99829847,0.000499118,0.00026477294,0.0002628325,0.00048520975,0.00018967294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005480183,0.0006318065,0.00047347773,0.0010282422,0.00027823434,0.00035033585,0.00062252564,0.0006136099,0.002337173],"category_scores_gemma":[0.001405549,0.00026626376,0.00034695695,0.0005227261,0.00058561,0.0005269608,0.00042316774,0.00024903964,0.0005730382],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012320558,0.00025505474,0.011219611,0.00041479777,0.000049956416,0.00042235552,0.0005282325,0.026079563,0.928468,0.00023001569,0.00015950843,0.030940903],"study_design_scores_gemma":[0.000038725415,0.013445249,0.124183446,0.00010219713,0.00022238868,0.00074587733,0.00089236844,0.040830076,0.81676906,0.00019003853,0.0024976484,0.000082931234],"about_ca_topic_score_codex":0.0006326667,"about_ca_topic_score_gemma":0.001299149,"teacher_disagreement_score":0.002337173,"about_ca_system_score_codex":0.0001611017,"about_ca_system_score_gemma":0.00018599667,"threshold_uncertainty_score":0.007818699},"labels":[],"label_agreement":null},{"id":"W4249634382","doi":"10.32920/ryerson.14644704","title":"Shear and flexure behavior of hybrid composite beams with high performance concretes","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Shear (geology); Composite number; Flexural strength; Cracking; Structural engineering","score_opus":0.00943069894944377,"score_gpt":0.20853313152081532,"score_spread":0.19910243257137156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4249634382","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983311,0.00015675693,0.0011059932,0.000003044515,0.0000036785623,0.0000037605896,0.00007008404,0.000026731845,0.00029883496],"genre_scores_gemma":[0.9981207,0.000092953735,0.0009540018,0.0000047561116,0.0000015919207,0.0000045242555,0.00008298157,0.0000065704917,0.0007320112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997907,0.000019469413,0.000013065437,0.00004552143,0.00009636216,0.00003474418],"domain_scores_gemma":[0.9995957,0.00008338308,0.000097366516,0.000034676996,0.00012375275,0.00006511915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039769144,0.00047890723,0.00022133724,0.000560427,0.00013708393,0.00015017368,0.0002584646,0.00028508817,0.0014216197],"category_scores_gemma":[0.00027580085,0.00027018302,0.00022068799,0.0002671726,0.00022873882,0.00020270246,0.00028497784,0.00020864482,0.00024242784],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014967324,0.000016065536,0.0014769381,0.000023302393,0.000010747776,0.000034907982,0.000039846025,0.0021278427,0.9942616,0.000036617177,0.000018260975,0.0018041898],"study_design_scores_gemma":[0.000009216191,0.0010018703,0.025484152,0.00001052518,0.00003131818,0.00008189022,0.000058481004,0.0077496255,0.96496534,0.00003197897,0.00056062656,0.00001499063],"about_ca_topic_score_codex":0.0010208756,"about_ca_topic_score_gemma":0.0027164745,"teacher_disagreement_score":0.0014216197,"about_ca_system_score_codex":0.00018775267,"about_ca_system_score_gemma":0.000121529716,"threshold_uncertainty_score":0.0047558546},"labels":[],"label_agreement":null},{"id":"W4249702966","doi":"10.32920/ryerson.14668671","title":"Structural behaviour of ultra high performance fibre reinforced concrete composite members","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Flexural strength; Materials science; Composite number; Composite material; Beam (structure); Structural engineering; Shear (geology); Reinforcement; Structural material; Shear strength (soil); Tension (geology); Reinforced concrete; Compression (physics); Engineering; Geology","score_opus":0.012833306635426013,"score_gpt":0.2251566195597784,"score_spread":0.2123233129243524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4249702966","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994486,0.00002446422,0.00035541382,0.0000016167417,7.6827854e-7,0.0000022191964,0.000009649455,0.000006489604,0.00015087018],"genre_scores_gemma":[0.99905413,0.000022173806,0.00043663877,0.0000020636185,4.078484e-7,0.0000021787157,0.00002754437,0.0000018014416,0.00045305476],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997671,0.000026737485,0.000011084763,0.00003603251,0.0001240221,0.00003491415],"domain_scores_gemma":[0.9996561,0.000059936665,0.0000942902,0.000022897706,0.00012115844,0.000045663644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002959241,0.00019253494,0.0000985472,0.0003036214,0.00013517219,0.00009248893,0.0002191836,0.00028966804,0.00085129216],"category_scores_gemma":[0.0003293988,0.00016233021,0.00012902569,0.00011754805,0.0002320386,0.00017207993,0.00013611419,0.00016437843,0.00022826213],"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":[0.00009575469,0.000030205323,0.004963246,0.000020343068,0.000006324904,0.00006842862,0.00012705037,0.0023938902,0.9900141,0.000038888258,0.000017207374,0.0022245466],"study_design_scores_gemma":[0.00000561195,0.001628946,0.0705015,0.000009754178,0.000017208715,0.00022879623,0.00022534704,0.010846542,0.9159032,0.000019306992,0.00059692777,0.00001690064],"about_ca_topic_score_codex":0.0011979629,"about_ca_topic_score_gemma":0.0030400571,"teacher_disagreement_score":0.0011979629,"about_ca_system_score_codex":0.00017971602,"about_ca_system_score_gemma":0.00012248277,"threshold_uncertainty_score":0.00284791},"labels":[],"label_agreement":null},{"id":"W4249791686","doi":"10.32920/ryerson.14654910","title":"Shear And Flexural Behaviour Of Fiber Reinforced Lightweight Self-Consolidating Concrete Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Flexural strength; Materials science; Composite material; High-density polyethylene; Shear (geology); Ductility (Earth science); Structural engineering; Stiffness; Flexural rigidity; Three point flexural test; Shear strength (soil); Polyethylene; Geology; Engineering; Creep","score_opus":0.0125201041809308,"score_gpt":0.2338895156889068,"score_spread":0.221369411507976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4249791686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911886,0.000073132716,0.0005493864,0.0000020157206,0.0000010537821,0.0000017705418,0.000042687847,0.000010450865,0.0002005359],"genre_scores_gemma":[0.99882966,0.00007088289,0.00052850903,0.0000023073912,7.5034717e-7,0.0000023859773,0.00007726914,0.0000042047877,0.00048403782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998466,0.000015566138,0.000009460376,0.000030471845,0.00007417951,0.000023835197],"domain_scores_gemma":[0.99971825,0.00006359772,0.000091525275,0.000027391674,0.00007604337,0.000023138895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027504197,0.00038554336,0.00014751234,0.00046965873,0.00011210361,0.000107026375,0.0001683515,0.00022956559,0.0008664911],"category_scores_gemma":[0.00026922877,0.00017448193,0.0001732424,0.000192176,0.00021895238,0.00018859019,0.00013121121,0.00015398469,0.00022246047],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073068695,0.000010758614,0.0060584284,0.00002595692,0.0000081933595,0.00005580003,0.000080437836,0.0018089866,0.9881577,0.000037698763,0.000013171675,0.0036696845],"study_design_scores_gemma":[0.0000043304594,0.0006564304,0.084600866,0.000013610986,0.000024171268,0.00017217758,0.00010283675,0.00873581,0.9050041,0.00003345664,0.00063631026,0.000015955906],"about_ca_topic_score_codex":0.001144118,"about_ca_topic_score_gemma":0.002735685,"teacher_disagreement_score":0.001144118,"about_ca_system_score_codex":0.0001279606,"about_ca_system_score_gemma":0.00011101822,"threshold_uncertainty_score":0.0028987527},"labels":[],"label_agreement":null},{"id":"W4250031521","doi":"10.32920/ryerson.14654910.v1","title":"Shear And Flexural Behaviour Of Fiber Reinforced Lightweight Self-Consolidating Concrete Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Flexural strength; Materials science; Composite material; Shear (geology); High-density polyethylene; Ductility (Earth science); Structural engineering; Stiffness; Flexural rigidity; Three point flexural test; Polyethylene; Engineering; Creep","score_opus":0.0125201041809308,"score_gpt":0.2338895156889068,"score_spread":0.221369411507976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250031521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911886,0.000073132716,0.0005493864,0.0000020157206,0.0000010537821,0.0000017705418,0.000042687847,0.000010450865,0.0002005359],"genre_scores_gemma":[0.99882966,0.00007088289,0.00052850903,0.0000023073912,7.5034717e-7,0.0000023859773,0.00007726914,0.0000042047877,0.00048403782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998466,0.000015566138,0.000009460376,0.000030471845,0.00007417951,0.000023835197],"domain_scores_gemma":[0.99971825,0.00006359772,0.000091525275,0.000027391674,0.00007604337,0.000023138895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027504197,0.00038554336,0.00014751234,0.00046965873,0.00011210361,0.000107026375,0.0001683515,0.00022956559,0.0008664911],"category_scores_gemma":[0.00026922877,0.00017448193,0.0001732424,0.000192176,0.00021895238,0.00018859019,0.00013121121,0.00015398469,0.00022246047],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073068695,0.000010758614,0.0060584284,0.00002595692,0.0000081933595,0.00005580003,0.000080437836,0.0018089866,0.9881577,0.000037698763,0.000013171675,0.0036696845],"study_design_scores_gemma":[0.0000043304594,0.0006564304,0.084600866,0.000013610986,0.000024171268,0.00017217758,0.00010283675,0.00873581,0.9050041,0.00003345664,0.00063631026,0.000015955906],"about_ca_topic_score_codex":0.001144118,"about_ca_topic_score_gemma":0.002735685,"teacher_disagreement_score":0.001144118,"about_ca_system_score_codex":0.0001279606,"about_ca_system_score_gemma":0.00011101822,"threshold_uncertainty_score":0.0028987527},"labels":[],"label_agreement":null},{"id":"W4251052514","doi":"10.32920/ryerson.14665302.v1","title":"Performance Of UPHC Filled Steel Column","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Eurocode; Column (typography); Structural engineering; Steel frame; Frame (networking); Composite number; Materials science; Engineering; Composite material; Mechanical engineering","score_opus":0.014956466805157533,"score_gpt":0.21836931299135443,"score_spread":0.2034128461861969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251052514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927505,0.000222284,0.002469191,0.000023281093,0.00002271062,0.000012360086,0.00042623654,0.0005117373,0.0035615962],"genre_scores_gemma":[0.9936786,0.00007932758,0.0011382491,0.000011493539,0.0000036895099,0.0000074062086,0.00042548229,0.000060027174,0.004595757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995981,0.000041493844,0.000015400354,0.000053501863,0.00023257665,0.00005897262],"domain_scores_gemma":[0.9995714,0.00007453231,0.000040198578,0.000046771725,0.00020205897,0.00006500458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024068095,0.00037186992,0.0003522636,0.0003455319,0.00025267145,0.00035278485,0.0004182517,0.0005182862,0.005083579],"category_scores_gemma":[0.00045528382,0.00013705778,0.00018333335,0.00025979776,0.00024849435,0.00030468128,0.00030702096,0.00019796134,0.0013037148],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001346029,0.00016093849,0.0034703438,0.00022651724,0.000023063149,0.00021510107,0.00015212884,0.029651044,0.9419665,0.00035350324,0.0011078687,0.021326987],"study_design_scores_gemma":[0.000022740262,0.0018316639,0.010451436,0.000020496404,0.00002509323,0.00010536452,0.00012822256,0.031300195,0.95270485,0.00004611414,0.003335555,0.000028363236],"about_ca_topic_score_codex":0.0016220618,"about_ca_topic_score_gemma":0.002206261,"teacher_disagreement_score":0.005083579,"about_ca_system_score_codex":0.00028997945,"about_ca_system_score_gemma":0.0002707018,"threshold_uncertainty_score":0.017006278},"labels":[],"label_agreement":null},{"id":"W4252552608","doi":"10.32920/ryerson.14649123","title":"Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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; Superplasticizer; Composite material; Ultimate tensile strength; Flexural strength; Plasticizer; Scanning electron microscope; Compressive strength; Polyethylene; Fiber; Ductility (Earth science); Microstructure; Creep","score_opus":0.01885166365438215,"score_gpt":0.20998702093818647,"score_spread":0.19113535728380432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252552608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99827933,0.000784365,0.0004557432,0.000010856093,0.0000032281714,0.000006527146,0.000041401105,0.000010781271,0.0004076618],"genre_scores_gemma":[0.998323,0.000477918,0.000714831,0.0000063974085,0.0000034140014,0.0000035211776,0.00005593246,0.000009711626,0.00040520783],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995777,0.000099027326,0.000035291843,0.00008034129,0.00014974157,0.00005784741],"domain_scores_gemma":[0.9994043,0.00019501956,0.00022198603,0.00003398881,0.000081862,0.00006290204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002884271,0.0004907556,0.00026530895,0.0003764986,0.00012523323,0.00027864345,0.0001664257,0.00029829438,0.00084899366],"category_scores_gemma":[0.00056307233,0.00017188904,0.00025338214,0.00028525267,0.00020616894,0.00044126177,0.00016941366,0.0002888707,0.00015960618],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028173783,0.000046416062,0.0012023681,0.00007636938,0.000017969944,0.0000916076,0.000024659616,0.0006330423,0.99521106,0.000020219224,0.000006850602,0.0023877774],"study_design_scores_gemma":[0.0000043867326,0.0006777669,0.0071564815,0.000006580438,0.000043762888,0.00013185588,0.00002041545,0.00061797217,0.9909306,0.000010572061,0.0003927203,0.0000069218177],"about_ca_topic_score_codex":0.0006112378,"about_ca_topic_score_gemma":0.0011277776,"teacher_disagreement_score":0.00084899366,"about_ca_system_score_codex":0.00018067184,"about_ca_system_score_gemma":0.00019280553,"threshold_uncertainty_score":0.0028401017},"labels":[],"label_agreement":null},{"id":"W4253521781","doi":"10.32920/ryerson.14653914.v1","title":"Structural behaviour of reinforced high performance concrete frames subjected to monotonic lateral loading","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Structural engineering; Materials science; Shear (geology); Stiffness; Composite material; Flexural strength; Reinforcement; Reinforced concrete; Ductility (Earth science); Engineering","score_opus":0.012719031068363454,"score_gpt":0.23021925071641736,"score_spread":0.2175002196480539,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253521781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914336,0.000067962435,0.00032659073,0.000003918685,0.0000023557009,0.0000034145983,0.00006504948,0.000014777768,0.0003726091],"genre_scores_gemma":[0.99897575,0.000077724726,0.00017855126,0.0000037991813,0.0000012316574,0.0000044580784,0.00010994004,0.0000063510406,0.00064228143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997812,0.000022692042,0.0000093133995,0.000031865573,0.00010370797,0.00005123376],"domain_scores_gemma":[0.999689,0.00007340642,0.00007698285,0.000029279367,0.00008920905,0.000042090214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026419476,0.0004660504,0.0002517274,0.00037883033,0.00024581671,0.00019685176,0.00024547058,0.00032268223,0.0021166378],"category_scores_gemma":[0.00042521866,0.00019371473,0.00023331486,0.0001683735,0.000446971,0.0002175073,0.00023721355,0.0002671497,0.00041931838],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024948278,0.000037299116,0.0033427542,0.000057123107,0.000014371522,0.00016471698,0.00014255094,0.005041397,0.98797745,0.000043736323,0.000035148987,0.0028939943],"study_design_scores_gemma":[0.000008739453,0.0016209513,0.06204207,0.00002246185,0.000035396068,0.0001941435,0.0002898327,0.012839031,0.92241704,0.00003341193,0.00047712342,0.000019844074],"about_ca_topic_score_codex":0.0020954988,"about_ca_topic_score_gemma":0.003927076,"teacher_disagreement_score":0.0021166378,"about_ca_system_score_codex":0.00023250742,"about_ca_system_score_gemma":0.00025579563,"threshold_uncertainty_score":0.0070809126},"labels":[],"label_agreement":null},{"id":"W4254604248","doi":"10.5383/ijtee.08.01.001","title":"Effect of Rubber Aggregates on the Thermophysical Properties of Self-Consolidating Concrete","year":2014,"lang":"en","type":"article","venue":"International Journal of Thermal and Environmental Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Natural rubber; Thermal diffusivity; Materials science; Composite material; Thermal conductivity; Context (archaeology); Volume (thermodynamics); Thermodynamics; Geology","score_opus":0.003757184161766553,"score_gpt":0.16964672300490363,"score_spread":0.1658895388431371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254604248","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993592,0.000115071154,0.00027859694,0.000002141927,0.0000017455144,0.000003564597,0.000020522173,0.000007428337,0.00021165772],"genre_scores_gemma":[0.9992711,0.00007412789,0.00038197785,0.0000031162226,9.677684e-7,0.0000020769646,0.000025261816,0.00000348681,0.00023786894],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996307,0.00006714946,0.000034857323,0.000073874915,0.00014376748,0.000049678078],"domain_scores_gemma":[0.99937963,0.00015727904,0.00018892052,0.00007596942,0.00012432082,0.000073786665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032967684,0.00043764157,0.0002630647,0.0002779472,0.00015604855,0.00023404567,0.00017494256,0.00019614899,0.0010345407],"category_scores_gemma":[0.00060786674,0.00018027931,0.000238206,0.00019684932,0.00029192533,0.0002619924,0.00024510783,0.00030872427,0.0001751106],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032901892,0.00003957476,0.001649845,0.00005795324,0.000014615722,0.000066601366,0.000059765625,0.0011581329,0.99413186,0.00002055633,0.000007423081,0.002464634],"study_design_scores_gemma":[0.0000039462775,0.0008505709,0.014782773,0.000006122779,0.00003633473,0.00006201428,0.00006225112,0.0018031866,0.9820582,0.00001269496,0.0003133434,0.000008432104],"about_ca_topic_score_codex":0.00093084096,"about_ca_topic_score_gemma":0.0027606427,"teacher_disagreement_score":0.0010345407,"about_ca_system_score_codex":0.00016261774,"about_ca_system_score_gemma":0.00014892139,"threshold_uncertainty_score":0.0034608245},"labels":[],"label_agreement":null},{"id":"W4254914786","doi":"10.32920/14638632.v1","title":"Structural Performance of Polymer Fiber Reinforced Engineered Cementitious Composites Subjected to Static and Fatigue Flexural Loading","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère des Transports","keywords":"Fly ash; Materials science; Composite material; Flexural strength; Cement; Portland cement; Cementitious; Cracking; Strain hardening exponent; Deflection (physics)","score_opus":0.01713222720284262,"score_gpt":0.23480687758544672,"score_spread":0.21767465038260408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254914786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931216,0.0001672655,0.0002602967,0.000003786276,0.000003340679,0.0000021419653,0.00004886513,0.000011173798,0.00019090701],"genre_scores_gemma":[0.99921393,0.00009196256,0.00019825039,0.000004405299,0.0000012158115,0.0000031819363,0.00008109509,0.0000063164357,0.00039966602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999846,0.000013757946,0.000011092288,0.000028226808,0.00007123592,0.000029675419],"domain_scores_gemma":[0.9996625,0.000077834775,0.00008489042,0.000019639103,0.00009407577,0.000061193394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020566299,0.00036732788,0.00020969746,0.0003883129,0.0001881724,0.00012971788,0.0001461746,0.000300248,0.0009545453],"category_scores_gemma":[0.00027457875,0.00017867156,0.00023892912,0.00018705436,0.0002031099,0.00023925625,0.00014741854,0.0002879869,0.00014332504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012286272,0.000021455906,0.001073219,0.000037073652,0.000009359653,0.000051677704,0.000046800586,0.0007503671,0.9957474,0.000012097549,0.000011966875,0.0021157782],"study_design_scores_gemma":[0.000003366652,0.000989586,0.029010238,0.0000075209664,0.000030003697,0.00014150317,0.00007898086,0.0031013326,0.9661596,0.00001597457,0.00045062043,0.000011335319],"about_ca_topic_score_codex":0.0007580435,"about_ca_topic_score_gemma":0.0026693463,"teacher_disagreement_score":0.0009545453,"about_ca_system_score_codex":0.00012842118,"about_ca_system_score_gemma":0.00010626752,"threshold_uncertainty_score":0.0031932592},"labels":[],"label_agreement":null},{"id":"W4255556239","doi":"10.32920/ryerson.14644110","title":"Flexural (Moment) Capacity of Ultra-high Performance Fiber Reinforced Concrete Beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Flexural strength; Girder; Beam (structure); Materials science; Finite element method; Cementitious; Fiber-reinforced concrete; Reinforced concrete; Composite material; Engineering; Cement","score_opus":0.018340387033015926,"score_gpt":0.21989383644231697,"score_spread":0.20155344940930103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255556239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944944,0.00025286066,0.0025534902,0.000011254086,0.000004325339,0.0000060128064,0.0006413651,0.00008138746,0.0019549371],"genre_scores_gemma":[0.99848336,0.000055332377,0.00039890374,0.0000027162375,0.0000010540845,0.0000040225173,0.00031637904,0.000008630112,0.00072968676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972516,0.000022988192,0.000013363968,0.000046569494,0.00014975439,0.000042137122],"domain_scores_gemma":[0.99935156,0.00019062325,0.0001529122,0.00008816814,0.0001656628,0.00005096244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043640845,0.00024842637,0.00016131137,0.0013513807,0.00013539278,0.00015230189,0.0003738311,0.00025211796,0.0023192908],"category_scores_gemma":[0.00067512994,0.00017535187,0.00015294556,0.0004936709,0.0003606851,0.0003692621,0.00021663554,0.00013503217,0.00043574913],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000489181,0.00012444441,0.032364186,0.00017769607,0.000040551655,0.00042856354,0.00032386484,0.03300236,0.8892057,0.0010031698,0.0005844945,0.042255804],"study_design_scores_gemma":[0.000013681981,0.00059353997,0.16273445,0.000040832907,0.000027129936,0.0004853907,0.00020451962,0.043209355,0.7901903,0.0003407999,0.0020995801,0.000060347586],"about_ca_topic_score_codex":0.001452064,"about_ca_topic_score_gemma":0.0024884003,"teacher_disagreement_score":0.0023192908,"about_ca_system_score_codex":0.00019399624,"about_ca_system_score_gemma":0.00016397785,"threshold_uncertainty_score":0.0077587366},"labels":[],"label_agreement":null},{"id":"W4255922258","doi":"10.32920/ryerson.14660277","title":"Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Ultimate tensile strength; Flexural strength; Composite material; Stiffening; Cracking; Reinforcement; Shear (geology); Fiber-reinforced concrete; Structural engineering; Fiber; Tension (geology); Engineering","score_opus":0.016669239838540566,"score_gpt":0.20946926280310862,"score_spread":0.19280002296456805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255922258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981383,0.00021333472,0.00059370574,0.00001591634,0.000005188749,0.000004602048,0.00013384974,0.00002591462,0.00086908386],"genre_scores_gemma":[0.99892706,0.00005499888,0.0002161754,0.0000048075135,0.0000016359112,0.0000021422509,0.00011249911,0.0000054881275,0.0006752464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996977,0.000019394258,0.000012370608,0.000037648093,0.00019468874,0.000038143604],"domain_scores_gemma":[0.99949837,0.0001052821,0.00015352738,0.000048225476,0.00013899199,0.000055426466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003218045,0.0002944671,0.00014593017,0.00067160255,0.00021658969,0.00020362667,0.00020775985,0.00045596782,0.0016770327],"category_scores_gemma":[0.0005643621,0.0001917969,0.00015129837,0.0003073408,0.0003818772,0.00026007608,0.00016511675,0.0002453531,0.00024925417],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014959587,0.00006309195,0.005741078,0.00006352449,0.000013917198,0.00015458939,0.000064051164,0.008368233,0.9796967,0.00024838035,0.000116202784,0.0053206845],"study_design_scores_gemma":[0.000024215333,0.0016008831,0.12838039,0.000026566593,0.000036733116,0.00064111943,0.0001885929,0.028521815,0.8375946,0.00023298242,0.0026982513,0.00005372693],"about_ca_topic_score_codex":0.0013914156,"about_ca_topic_score_gemma":0.0018620373,"teacher_disagreement_score":0.0016770327,"about_ca_system_score_codex":0.0002558193,"about_ca_system_score_gemma":0.00019467535,"threshold_uncertainty_score":0.0056102276},"labels":[],"label_agreement":null},{"id":"W4255928329","doi":"10.32920/ryerson.14649018","title":"Fresh/Mechanical/Durability Properties and Structural Performance of Enginnered Cementitious Composite (ECC)","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Ministère des Transports","keywords":"Durability; Fly ash; Materials science; Composite material; Silica fume; Cementitious; Cracking; Slab; Composite number; Cement; Ultimate tensile strength; Aggregate (composite); Mortar; Structural engineering; Engineering","score_opus":0.022619136334555527,"score_gpt":0.2083352168432926,"score_spread":0.18571608050873706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255928329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973375,0.00045884584,0.0007116207,0.000006328996,0.000008597875,0.0000070554092,0.00029346073,0.000025811925,0.0011508099],"genre_scores_gemma":[0.9969002,0.0001178313,0.0004477252,0.000005074295,0.000002181181,0.0000040970067,0.0002805595,0.000009840213,0.002232637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972504,0.000019785615,0.000015894339,0.0000517595,0.00015077366,0.00003682787],"domain_scores_gemma":[0.9997396,0.00003575221,0.000056056022,0.000021642727,0.00009843966,0.000048610204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027974782,0.00030589613,0.00015723283,0.00046209036,0.00013738018,0.00021384697,0.00016364483,0.00026812984,0.0023427187],"category_scores_gemma":[0.00022447095,0.00012176913,0.00021924253,0.00024667766,0.00017270523,0.00023774858,0.00020972265,0.00027898423,0.00044878144],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002179443,0.000078299534,0.0027284196,0.00006249874,0.000008731976,0.00004686572,0.000043251173,0.0010063265,0.99167174,0.00006115329,0.00007515586,0.003999584],"study_design_scores_gemma":[0.0000045797956,0.0009495057,0.029352164,0.0000065665204,0.0000297837,0.00009449096,0.000052636595,0.002222718,0.9662712,0.000027616885,0.0009768527,0.000011763431],"about_ca_topic_score_codex":0.00072632835,"about_ca_topic_score_gemma":0.001684962,"teacher_disagreement_score":0.0023427187,"about_ca_system_score_codex":0.00014860733,"about_ca_system_score_gemma":0.000116276155,"threshold_uncertainty_score":0.007837236},"labels":[],"label_agreement":null},{"id":"W4256258451","doi":"10.11159/icsect20.162","title":"Effect of Silica Fume on High-strength Concrete Performance","year":2020,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":24,"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; Lietuvos Mokslo Taryba","keywords":"Silica fume; Materials science; Composite material; Compressive strength","score_opus":0.003605193246763771,"score_gpt":0.1712117805713718,"score_spread":0.167606587324608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256258451","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986065,0.00056514476,0.00024594486,0.000010533698,0.0000055089795,0.000007525546,0.00005324874,0.0000112743655,0.0004943759],"genre_scores_gemma":[0.998615,0.00039982208,0.0003209519,0.000010574753,0.0000030584897,0.0000036979084,0.000066152876,0.0000055042055,0.000575076],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962974,0.00007156598,0.0000307513,0.00005641937,0.00015696113,0.00005461395],"domain_scores_gemma":[0.99942195,0.0001970817,0.0001466008,0.000028788945,0.00010490745,0.00010073659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002739313,0.00050347426,0.00028829128,0.00022811355,0.00015727362,0.0002588123,0.00020933249,0.00034168703,0.0011302889],"category_scores_gemma":[0.000492172,0.00018056679,0.00029338038,0.00017164764,0.00027024612,0.00025617465,0.00023012089,0.00031083505,0.00019555309],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00079076906,0.0001949631,0.0022597865,0.00014696838,0.000037459944,0.000096316864,0.00004767908,0.0008603127,0.9927741,0.000018733126,0.000018572371,0.0027541874],"study_design_scores_gemma":[0.000007750327,0.0026886556,0.011195956,0.000008611521,0.00004751746,0.00007119841,0.000047668425,0.00042175394,0.9851776,0.000009535866,0.0003155136,0.000008209095],"about_ca_topic_score_codex":0.0011980702,"about_ca_topic_score_gemma":0.0028271812,"teacher_disagreement_score":0.0011980702,"about_ca_system_score_codex":0.00017624095,"about_ca_system_score_gemma":0.00020766398,"threshold_uncertainty_score":0.0037811995},"labels":[],"label_agreement":null},{"id":"W4256366503","doi":"10.32920/ryerson.14649018.v1","title":"Fresh/Mechanical/Durability Properties and Structural Performance of Enginnered Cementitious Composite (ECC)","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Ministère des Transports","keywords":"Durability; Fly ash; Materials science; Composite material; Cracking; Cementitious; Silica fume; Slab; Composite number; Cement; Ultimate tensile strength; Aggregate (composite); Mortar; Structural engineering; Engineering","score_opus":0.022619136334555527,"score_gpt":0.2083352168432926,"score_spread":0.18571608050873706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256366503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973375,0.00045884584,0.0007116207,0.000006328996,0.000008597875,0.0000070554092,0.00029346073,0.000025811925,0.0011508099],"genre_scores_gemma":[0.9969002,0.0001178313,0.0004477252,0.000005074295,0.000002181181,0.0000040970067,0.0002805595,0.000009840213,0.002232637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972504,0.000019785615,0.000015894339,0.0000517595,0.00015077366,0.00003682787],"domain_scores_gemma":[0.9997396,0.00003575221,0.000056056022,0.000021642727,0.00009843966,0.000048610204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027974782,0.00030589613,0.00015723283,0.00046209036,0.00013738018,0.00021384697,0.00016364483,0.00026812984,0.0023427187],"category_scores_gemma":[0.00022447095,0.00012176913,0.00021924253,0.00024667766,0.00017270523,0.00023774858,0.00020972265,0.00027898423,0.00044878144],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002179443,0.000078299534,0.0027284196,0.00006249874,0.000008731976,0.00004686572,0.000043251173,0.0010063265,0.99167174,0.00006115329,0.00007515586,0.003999584],"study_design_scores_gemma":[0.0000045797956,0.0009495057,0.029352164,0.0000065665204,0.0000297837,0.00009449096,0.000052636595,0.002222718,0.9662712,0.000027616885,0.0009768527,0.000011763431],"about_ca_topic_score_codex":0.00072632835,"about_ca_topic_score_gemma":0.001684962,"teacher_disagreement_score":0.0023427187,"about_ca_system_score_codex":0.00014860733,"about_ca_system_score_gemma":0.000116276155,"threshold_uncertainty_score":0.007837236},"labels":[],"label_agreement":null},{"id":"W4256385058","doi":"10.32920/14638632","title":"Structural Performance of Polymer Fiber Reinforced Engineered Cementitious Composites Subjected to Static and Fatigue Flexural Loading","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère des Transports","keywords":"Materials science; Fly ash; Composite material; Flexural strength; Cement; Portland cement; Cementitious; Cracking; Strain hardening exponent","score_opus":0.01713222720284262,"score_gpt":0.23480687758544672,"score_spread":0.21767465038260408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256385058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931216,0.0001672655,0.0002602967,0.000003786276,0.000003340679,0.0000021419653,0.00004886513,0.000011173798,0.00019090701],"genre_scores_gemma":[0.99921393,0.00009196256,0.00019825039,0.000004405299,0.0000012158115,0.0000031819363,0.00008109509,0.0000063164357,0.00039966602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999846,0.000013757946,0.000011092288,0.000028226808,0.00007123592,0.000029675419],"domain_scores_gemma":[0.9996625,0.000077834775,0.00008489042,0.000019639103,0.00009407577,0.000061193394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020566299,0.00036732788,0.00020969746,0.0003883129,0.0001881724,0.00012971788,0.0001461746,0.000300248,0.0009545453],"category_scores_gemma":[0.00027457875,0.00017867156,0.00023892912,0.00018705436,0.0002031099,0.00023925625,0.00014741854,0.0002879869,0.00014332504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012286272,0.000021455906,0.001073219,0.000037073652,0.000009359653,0.000051677704,0.000046800586,0.0007503671,0.9957474,0.000012097549,0.000011966875,0.0021157782],"study_design_scores_gemma":[0.000003366652,0.000989586,0.029010238,0.0000075209664,0.000030003697,0.00014150317,0.00007898086,0.0031013326,0.9661596,0.00001597457,0.00045062043,0.000011335319],"about_ca_topic_score_codex":0.0007580435,"about_ca_topic_score_gemma":0.0026693463,"teacher_disagreement_score":0.0009545453,"about_ca_system_score_codex":0.00012842118,"about_ca_system_score_gemma":0.00010626752,"threshold_uncertainty_score":0.0031932592},"labels":[],"label_agreement":null},{"id":"W4256734286","doi":"10.32920/ryerson.14662374","title":"Shear and flexural behaviour of lightweight self-consolidating concrete beams","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Shear (geology); Materials science; Flexural strength; Composite material; Cracking; Reinforced concrete; Shear strength (soil); Structural engineering; Self-consolidating concrete; Geotechnical engineering; Compressive strength; Geology; Engineering","score_opus":0.012556099732411794,"score_gpt":0.23345650581406097,"score_spread":0.22090040608164918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256734286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924856,0.00008946601,0.00030325536,0.0000025407937,0.0000014951634,0.000002074859,0.00008600376,0.0000103179755,0.00025626126],"genre_scores_gemma":[0.99880326,0.00007876033,0.00030946804,0.0000043356904,0.0000010336797,0.0000024990957,0.00012870599,0.000003903035,0.00066802267],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998394,0.000013865456,0.000011013003,0.00003176269,0.00007524329,0.00002870456],"domain_scores_gemma":[0.99968433,0.00007349574,0.0000782794,0.000027093094,0.00009741545,0.00003946686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029792322,0.00034521832,0.00017401025,0.00055820186,0.00013009594,0.00011982539,0.00014686365,0.0002667351,0.0012228162],"category_scores_gemma":[0.0002586273,0.00020895341,0.00020715813,0.00024317628,0.00021782442,0.00013746064,0.0001477749,0.00020063692,0.0002517171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012103587,0.000012759811,0.0061358474,0.000025204,0.0000087307035,0.00007204995,0.00008350977,0.001368087,0.9893143,0.00003756202,0.00002835154,0.0027925347],"study_design_scores_gemma":[0.000008807368,0.0010904121,0.158738,0.00001757838,0.000035407793,0.00020713532,0.00013787702,0.007877461,0.8308507,0.000054520267,0.0009572991,0.000024785402],"about_ca_topic_score_codex":0.0016623915,"about_ca_topic_score_gemma":0.0035738256,"teacher_disagreement_score":0.0016623915,"about_ca_system_score_codex":0.00016424338,"about_ca_system_score_gemma":0.00012927323,"threshold_uncertainty_score":0.0040907264},"labels":[],"label_agreement":null},{"id":"W4280580836","doi":"10.1016/j.engfracmech.2022.108553","title":"Dynamic fracture behaviors of rubberized mortars with various rubber powder sizes and volume percentages","year":2022,"lang":"en","type":"article","venue":"Engineering Fracture Mechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":8,"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 Science Foundation of Tianjin City; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Mortar; Materials science; Natural rubber; Composite material; Fracture toughness; Volume (thermodynamics); Toughness; Fracture mechanics; Fracture (geology); Bending; Split-Hopkinson pressure bar; Strain rate","score_opus":0.0028158012330623955,"score_gpt":0.18642465972760774,"score_spread":0.18360885849454534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280580836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99804235,0.00018130055,0.0010387893,0.000017791912,0.000009629319,0.000005303967,0.0002052049,0.000043958204,0.00045566977],"genre_scores_gemma":[0.99758685,0.00011608286,0.00059838133,0.000012085363,0.000004478037,0.0000075366984,0.00018469634,0.000015238988,0.0014746813],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966705,0.000018312585,0.000020782049,0.00007865347,0.0001346951,0.000080634185],"domain_scores_gemma":[0.99961734,0.00012838864,0.000065891574,0.00002732869,0.00012466837,0.00003638611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028347116,0.00038789486,0.00031544865,0.0004941327,0.00035762618,0.0002131,0.00044951573,0.0005542699,0.0036924144],"category_scores_gemma":[0.0006187821,0.00030391218,0.0004302738,0.00031114015,0.00045479514,0.0004447001,0.00018086609,0.00059256196,0.00046100345],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009923402,0.000091432565,0.0017338677,0.000072423536,0.0000267998,0.0001604621,0.0002191605,0.005156664,0.9842062,0.00024533158,0.0001697799,0.00692558],"study_design_scores_gemma":[0.000013802782,0.0009887989,0.016013961,0.000011363154,0.00003608366,0.00012009994,0.00018803381,0.0132637005,0.9686725,0.00007110307,0.00058701006,0.00003352201],"about_ca_topic_score_codex":0.002496918,"about_ca_topic_score_gemma":0.0046225977,"teacher_disagreement_score":0.0036924144,"about_ca_system_score_codex":0.00035758305,"about_ca_system_score_gemma":0.00022105315,"threshold_uncertainty_score":0.012352347},"labels":[],"label_agreement":null},{"id":"W4280604657","doi":"10.18280/rcma.320205","title":"Combined Impact of Replacing Dune Sand with Glass Sand and Metal Fibers on Mortar Properties","year":2022,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Materials science; Mortar; Composite material; Flexural strength; Ultimate tensile strength; Compressive strength; Porosity; Glass fiber; Cement","score_opus":0.037757162073138895,"score_gpt":0.24668948657637566,"score_spread":0.20893232450323676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280604657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998862,0.00043202506,0.0002849661,0.000007931888,0.000006403445,0.000005466402,0.000027542777,0.000013170442,0.00036043418],"genre_scores_gemma":[0.9982169,0.00034008425,0.0007503745,0.000013358182,0.0000056573485,0.000003999193,0.000043263182,0.000011527526,0.00061475806],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976534,0.00003801059,0.000017273922,0.00005069192,0.000071909155,0.000056758832],"domain_scores_gemma":[0.9997402,0.00008742011,0.000071335584,0.000021544449,0.00004001136,0.000039382667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018098304,0.0004937134,0.0003944611,0.00023300498,0.0001877369,0.00032835943,0.00022417684,0.00032137372,0.001685538],"category_scores_gemma":[0.00041785833,0.00018107178,0.00022060762,0.00013637728,0.00025085005,0.00029582903,0.00024868446,0.00027875026,0.0002253826],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080685684,0.00009347745,0.0010390857,0.00013252531,0.00002652463,0.000094710835,0.000028828841,0.00034884133,0.9937471,0.000017329376,0.000012702503,0.0036519298],"study_design_scores_gemma":[0.000012572639,0.0018806121,0.0069889943,0.000010513111,0.00008136591,0.00011591901,0.00006641501,0.00048913877,0.9893714,0.000012378509,0.0009621684,0.0000084456215],"about_ca_topic_score_codex":0.0010638498,"about_ca_topic_score_gemma":0.00293455,"teacher_disagreement_score":0.001685538,"about_ca_system_score_codex":0.00016316603,"about_ca_system_score_gemma":0.00012948777,"threshold_uncertainty_score":0.005638659},"labels":[],"label_agreement":null},{"id":"W4280624118","doi":"10.1016/j.jobe.2022.104637","title":"Effects of nano-SiO2 coating and induced corrosion of steel fiber on the interfacial bond and tensile properties of ultra-high-performance concrete (UHPC)","year":2022,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Research Foundation of Korea; Ministry of Science, ICT and Future Planning","keywords":"Materials science; Composite material; Coating; Corrosion; Ultimate tensile strength; Bond strength; Fiber; Nano-; Fiber-reinforced concrete; Layer (electronics); Adhesive","score_opus":0.009925839358406756,"score_gpt":0.18586807656323778,"score_spread":0.17594223720483101,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280624118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987639,0.00037675485,0.00059148925,0.00000723422,0.000005969498,0.0000071130626,0.000031299594,0.0000069002685,0.00020934337],"genre_scores_gemma":[0.9982711,0.00029199678,0.0010715773,0.00001164769,0.0000022796078,0.0000050255676,0.00004630311,0.000005718928,0.00029428132],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997882,0.000028943277,0.000017420929,0.000036073638,0.00009498873,0.000034339344],"domain_scores_gemma":[0.9997069,0.000066202854,0.0000981438,0.00001851357,0.000077731114,0.000032415017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022749473,0.0004178406,0.00019706228,0.00012423223,0.00012517019,0.00016438267,0.0001217248,0.00025532927,0.0005456208],"category_scores_gemma":[0.0002951906,0.00019282667,0.0002781996,0.00008672348,0.00018278077,0.00019406951,0.00014481846,0.00032025977,0.00009575225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004508101,0.000009417601,0.00037002476,0.000041680203,0.000009847804,0.000032081418,0.000012711839,0.00011239604,0.99890506,0.000006421854,0.0000042644106,0.00045085314],"study_design_scores_gemma":[0.0000024937679,0.00023847974,0.005190113,0.0000027958454,0.000015622956,0.000048233098,0.000022618495,0.00052572956,0.9937734,0.0000037508792,0.00017316264,0.0000036488632],"about_ca_topic_score_codex":0.0008681448,"about_ca_topic_score_gemma":0.0026613506,"teacher_disagreement_score":0.0008681448,"about_ca_system_score_codex":0.00016174602,"about_ca_system_score_gemma":0.00013275958,"threshold_uncertainty_score":0.001825273},"labels":[],"label_agreement":null},{"id":"W4281290834","doi":"10.1007/978-981-19-1004-3_19","title":"Reducing Concrete Drying Shrinkage Using Superabsorbent Cellulose Fiber","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Lakehead University","funders":"","keywords":"Shrinkage; Materials science; Composite material; Cement; Superabsorbent polymer; Compressive strength; Properties of concrete; Fiber; Cracking; Microstructure","score_opus":0.014685388721783623,"score_gpt":0.21158608730217357,"score_spread":0.19690069858038994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281290834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9130985,0.0064985114,0.04991254,0.00014447485,0.00021439229,0.000068848596,0.0001296656,0.0005966979,0.029336354],"genre_scores_gemma":[0.928539,0.004538891,0.025497928,0.00012495261,0.0000629855,0.00004240988,0.00023596811,0.00015407398,0.040803805],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999447,0.0000020773305,0.0000022235295,0.000009510435,0.00003139107,0.000010149472],"domain_scores_gemma":[0.9999684,0.000006007,0.000008142886,0.0000036174936,0.00000888059,0.0000050741664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000063970634,0.000350101,0.00021441761,0.00020163799,0.00009979642,0.00012529534,0.00016905478,0.00017393693,0.0019942855],"category_scores_gemma":[0.00005779879,0.00014494362,0.0002676425,0.0002365155,0.000076679935,0.0002840786,0.0001370485,0.00053445797,0.00064214366],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021013184,0.000042052925,0.000044465098,0.000055728397,0.0000031455888,0.000031882984,0.000012089375,0.0005477376,0.98373103,0.00014703188,0.00016104997,0.015202779],"study_design_scores_gemma":[0.000004372675,0.00010729496,0.00086888165,0.000005764846,0.000007788849,0.000067285524,0.0000063342472,0.0019315194,0.9932935,0.000056917666,0.0036458375,0.0000045043635],"about_ca_topic_score_codex":0.0007045927,"about_ca_topic_score_gemma":0.0018938512,"teacher_disagreement_score":0.0019942855,"about_ca_system_score_codex":0.00014493575,"about_ca_system_score_gemma":0.00013315628,"threshold_uncertainty_score":0.006671548},"labels":[],"label_agreement":null},{"id":"W4281294724","doi":"10.1007/978-981-19-1004-3_15","title":"Influence of Various Recycled Aggregates on the Compressive Strength, Thermal Conductivity, Water Sorption and UPV of Fibre-Reinforced Composites","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Materials science; Composite material; Compressive strength; Durability; Absorption of water; Thermal conductivity; Fly ash; Portland cement; Cement","score_opus":0.008452850702929006,"score_gpt":0.1911245155425192,"score_spread":0.1826716648395902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281294724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976024,0.0009944672,0.00031943672,0.000013331256,0.000021792888,0.000006105118,0.00011930811,0.000024874804,0.00089829596],"genre_scores_gemma":[0.99735403,0.00048216764,0.0003751102,0.000015849566,0.000008429547,0.0000057607117,0.00015074264,0.000021197537,0.0015867081],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997626,0.000040330426,0.00002124885,0.000050587325,0.0000632274,0.00006197255],"domain_scores_gemma":[0.9995229,0.00026763952,0.00005853385,0.00003694649,0.00007078828,0.00004327102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031303216,0.0003067492,0.00031970307,0.00022360198,0.00023305317,0.0003925521,0.00028239298,0.0002879114,0.001610799],"category_scores_gemma":[0.0006278869,0.00021494244,0.00036763845,0.00027877017,0.0003243579,0.00033337635,0.00014785961,0.0004706972,0.00032349446],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019841343,0.00014371246,0.0007466221,0.00012737646,0.000042252595,0.00017035365,0.00012680331,0.0022869436,0.9878713,0.00008161226,0.00008322057,0.0063357926],"study_design_scores_gemma":[0.0000071993677,0.0004467155,0.002539578,0.000006502028,0.000032587806,0.000025695452,0.000030324003,0.00096723833,0.99564666,0.0000141938,0.00027478463,0.000008425411],"about_ca_topic_score_codex":0.0027201108,"about_ca_topic_score_gemma":0.0043202,"teacher_disagreement_score":0.0027201108,"about_ca_system_score_codex":0.00028541722,"about_ca_system_score_gemma":0.00025899225,"threshold_uncertainty_score":0.005408585},"labels":[],"label_agreement":null},{"id":"W4281298439","doi":"10.1061/(asce)mt.1943-5533.0004313","title":"Flexural Performance of Nanomodified Cementitious Composites Reinforced with BFP in Bonded Overlays","year":2022,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement 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 Manitoba","funders":"","keywords":"Materials science; Composite material; Flexural strength; Overlay; Toughness; Cement; Compressive strength; Ductility (Earth science); Delamination (geology); Substrate (aquarium); Creep","score_opus":0.007215116001112197,"score_gpt":0.1864212881977503,"score_spread":0.17920617219663812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281298439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994825,0.00010250391,0.00023552853,0.0000016193056,0.000002101487,0.0000016086743,0.000016184218,0.0000066287394,0.00015118858],"genre_scores_gemma":[0.9992207,0.000062679304,0.00040909846,0.0000020586472,6.205543e-7,0.0000021389217,0.000023956514,0.0000028647523,0.0002758402],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987817,0.000010038368,0.0000069948433,0.000025610314,0.000056959212,0.000022145055],"domain_scores_gemma":[0.9998578,0.000026221913,0.00003849247,0.000010424251,0.00003312722,0.000033899098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015164168,0.0002840033,0.00015630365,0.0002648894,0.00013745252,0.00011768005,0.00014395233,0.0001864363,0.0006967494],"category_scores_gemma":[0.00023174497,0.00014717416,0.0001689589,0.00012662917,0.00016521788,0.0001717737,0.00019448242,0.00022440545,0.0001345063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056249628,0.000010023291,0.00047076464,0.000022292148,0.0000030782578,0.00002665671,0.000019110123,0.00052809966,0.99801373,0.000010800257,0.0000046399878,0.0008344061],"study_design_scores_gemma":[0.000004195585,0.0005418075,0.0134643465,0.0000067345804,0.00002109191,0.00006561459,0.00006636842,0.00294504,0.9824571,0.000012120176,0.0004063074,0.000009216878],"about_ca_topic_score_codex":0.0013620938,"about_ca_topic_score_gemma":0.0053627114,"teacher_disagreement_score":0.0013620938,"about_ca_system_score_codex":0.00015620026,"about_ca_system_score_gemma":0.00012773847,"threshold_uncertainty_score":0.0027083158},"labels":[],"label_agreement":null},{"id":"W4281621312","doi":"10.3390/polym14112294","title":"Systematic Experimental Assessment of POFA Concrete Incorporating Waste Tire Rubber Aggregate","year":2022,"lang":"en","type":"article","venue":"Polymers","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Universiti Kebangsaan Malaysia","keywords":"Natural rubber; Materials science; Ultimate tensile strength; Silica fume; Compressive strength; Cementitious; Aggregate (composite); Composite material; Properties of concrete; Cement; Crumb rubber; Fly ash; Flexural strength; Waste management; Engineering","score_opus":0.010576755484449708,"score_gpt":0.24679491629882824,"score_spread":0.23621816081437855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281621312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988809,0.00009492516,0.00061561237,0.000004384943,0.0000033178994,0.000047539022,0.000079341,0.000008860017,0.0002651036],"genre_scores_gemma":[0.9963888,0.00035535207,0.0023962797,0.00000751779,0.0000026415282,0.00007002752,0.00009479178,0.0000035055455,0.0006812419],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995515,0.000075343094,0.00004136832,0.00010019688,0.00017032509,0.00006128429],"domain_scores_gemma":[0.9995565,0.0000971099,0.00013684455,0.00004724263,0.0001279823,0.000034405395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005627187,0.00052515615,0.0002846734,0.00033518425,0.00031617697,0.0001720399,0.0002913398,0.000465924,0.00053798227],"category_scores_gemma":[0.0003868898,0.00016138169,0.00038232707,0.00024181356,0.00038995835,0.0002260129,0.00029290945,0.00036033883,0.00013187513],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009704686,0.00019019238,0.0006867135,0.00008474852,0.0000058939895,0.000047339687,0.000055028817,0.00060400163,0.9969965,0.00001990455,0.0000062674508,0.0012062534],"study_design_scores_gemma":[0.0000075336743,0.0056247967,0.005646965,0.000008780124,0.000027927588,0.000043497712,0.00010037822,0.00077513146,0.9874148,0.000018021263,0.00032060433,0.000011689322],"about_ca_topic_score_codex":0.0011777887,"about_ca_topic_score_gemma":0.0038118004,"teacher_disagreement_score":0.0011777887,"about_ca_system_score_codex":0.00024700316,"about_ca_system_score_gemma":0.00034861473,"threshold_uncertainty_score":0.0029759407},"labels":[],"label_agreement":null},{"id":"W4281824653","doi":"10.18280/acsm.460204","title":"Characterization and Modeling Using Non-Destructive Test (NDT) and Experimental Design Methods of a Self Compacting Concrete (SCC) Based on Mineral Additions","year":2022,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Materials science; Rheology; Compressive strength; Nondestructive testing; Factorial experiment; Sieve (category theory); Filler (materials); Durability; Composite material; Cement; Design of experiments; Structural engineering; Mathematics; Engineering","score_opus":0.0666292565749527,"score_gpt":0.3199637601673116,"score_spread":0.2533345035923589,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281824653","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":[0.39818513,0.00026429436,0.59709436,0.00004751116,0.000035142824,0.0009966311,0.00037672144,0.00031320815,0.0026869536],"genre_scores_gemma":[0.74522364,0.00032896013,0.25015143,0.000022944354,0.000011297146,0.0019581981,0.00024546063,0.00003628318,0.0020217902],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986324,0.00027091583,0.00010039108,0.00022802873,0.0007245056,0.00004379918],"domain_scores_gemma":[0.99871385,0.00050900696,0.00036357992,0.00014828629,0.00023543,0.000029848956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015466455,0.00050537754,0.00035275274,0.0005071445,0.00023399858,0.0004909217,0.00064884336,0.00038989293,0.0010890991],"category_scores_gemma":[0.0016927393,0.00030101242,0.0005840437,0.00028776156,0.000491156,0.00031392218,0.00026090807,0.00029982292,0.00019812072],"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":[0.00042293107,0.0008716659,0.009813254,0.0012381386,0.00007853976,0.000121151905,0.0003258532,0.13491635,0.7804772,0.0025449735,0.00018363695,0.06900638],"study_design_scores_gemma":[0.00008158577,0.0046631726,0.017422581,0.00003735721,0.00014028013,0.00014793365,0.00012350822,0.33459517,0.6365747,0.0014557801,0.004687582,0.00007035696],"about_ca_topic_score_codex":0.0010829624,"about_ca_topic_score_gemma":0.0014884886,"teacher_disagreement_score":0.0015466455,"about_ca_system_score_codex":0.0005209367,"about_ca_system_score_gemma":0.000767375,"threshold_uncertainty_score":0.008179545},"labels":[],"label_agreement":null},{"id":"W4283583482","doi":"10.3390/polym14132585","title":"Effect of Polymers on Behavior of Ultra-High-Strength Concrete","year":2022,"lang":"en","type":"article","venue":"Polymers","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"King Saud University","keywords":"Materials science; Ultimate tensile strength; Composite material; Curing (chemistry); Polymer; Compressive strength; Durability; Microstructure; Absorption of water; Scanning electron microscope; Cement; Natural rubber; Polymer concrete","score_opus":0.006333571446328904,"score_gpt":0.22744965852987642,"score_spread":0.22111608708354752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283583482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99839395,0.00043684468,0.00052390876,0.000009396063,0.0000049102696,0.000004624863,0.000045558478,0.000020065383,0.0005607189],"genre_scores_gemma":[0.9986524,0.0002684786,0.0004748968,0.000006545958,0.000001854803,0.0000034384614,0.00004278221,0.00000917903,0.0005404422],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998431,0.000023210237,0.000013251686,0.00003083546,0.00006048349,0.000029201054],"domain_scores_gemma":[0.9997336,0.00005280745,0.0001098029,0.000016275839,0.000045342145,0.000042200616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015814265,0.00035815674,0.00010993955,0.00022428246,0.0001029472,0.00016015119,0.00011260522,0.00018966821,0.0011573491],"category_scores_gemma":[0.00031880426,0.00015084677,0.00017970781,0.00015152388,0.00015465036,0.00032418108,0.00013963408,0.0003044951,0.00022075091],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008874777,0.000019069972,0.0004929852,0.00004012356,0.0000070021556,0.000047611342,0.00002393633,0.00041393153,0.99736637,0.000023194974,0.000009063044,0.0014680017],"study_design_scores_gemma":[0.000001595646,0.00023779343,0.004353107,0.0000044399017,0.000010693598,0.000042977983,0.0000148160825,0.0007327044,0.99424356,0.000005787058,0.00034829887,0.0000041989547],"about_ca_topic_score_codex":0.00047192234,"about_ca_topic_score_gemma":0.0014172718,"teacher_disagreement_score":0.0011573491,"about_ca_system_score_codex":0.000118784796,"about_ca_system_score_gemma":0.00014599742,"threshold_uncertainty_score":0.0038716793},"labels":[],"label_agreement":null},{"id":"W4283817691","doi":"10.1016/j.cemconcomp.2022.104656","title":"Investigation of mechanical behavior and fracture energy of fiber-reinforced concrete beams and panels","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":27,"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 Victoria","funders":"Alberta Innovates","keywords":"Materials science; Composite material; Flexural strength; Polypropylene; Reinforced carbon–carbon; Flexural modulus; Fiber; Composite number; Bending","score_opus":0.013626272345494943,"score_gpt":0.20761946388734623,"score_spread":0.1939931915418513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283817691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99884546,0.000078084624,0.00053649995,0.0000042432644,9.744191e-7,0.0000025211841,0.0000336198,0.0000053323206,0.0004933195],"genre_scores_gemma":[0.9987897,0.000045782155,0.00027851466,0.0000022149923,7.369354e-7,0.0000021068267,0.000037308226,0.0000024764424,0.0008410591],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999026,0.000009535145,0.0000026601147,0.000014876317,0.000049338752,0.000020977672],"domain_scores_gemma":[0.999838,0.00006409699,0.000023654198,0.000011704497,0.00004908332,0.000013502355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012765336,0.00015146249,0.000111449925,0.0003795182,0.00023093678,0.00008762098,0.00018323638,0.0002336314,0.0017026657],"category_scores_gemma":[0.00023599087,0.0001495351,0.00012992696,0.00023399657,0.00021934017,0.00017264529,0.00008607524,0.00017555011,0.0001645497],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016533655,0.00005281178,0.006912468,0.000027386506,0.000009325115,0.00009827783,0.00006882222,0.0027192722,0.98481447,0.00020594035,0.000039380644,0.0048866607],"study_design_scores_gemma":[0.0000080577765,0.0004268932,0.14156674,0.000008259725,0.000022004873,0.00024816423,0.0001599162,0.02555114,0.83101714,0.000121111334,0.00085652835,0.00001406811],"about_ca_topic_score_codex":0.0019681577,"about_ca_topic_score_gemma":0.004721969,"teacher_disagreement_score":0.0019681577,"about_ca_system_score_codex":0.0001540825,"about_ca_system_score_gemma":0.00013482965,"threshold_uncertainty_score":0.0056959987},"labels":[],"label_agreement":null},{"id":"W4284894601","doi":"10.18280/acsm.460304","title":"Effect of Recycled Rubber Powder on the Compatibility of Rubber-Cement Paste","year":2022,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Compatibility (geochemistry); Natural rubber; Materials science; Composite material; Cement","score_opus":0.021066639986133354,"score_gpt":0.2606987290190152,"score_spread":0.23963208903288186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4284894601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99742585,0.0010123795,0.00074819487,0.00001519074,0.000010199543,0.00001687061,0.00006643964,0.00002889169,0.00067598256],"genre_scores_gemma":[0.997546,0.00041855103,0.0011943233,0.000015396594,0.0000048042334,0.000008723186,0.000067727844,0.000016653343,0.00072773645],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953556,0.00011452901,0.000045735447,0.000086401495,0.00016478672,0.000052973865],"domain_scores_gemma":[0.99955493,0.0001525407,0.00013342142,0.000039300074,0.000082179584,0.000037568083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032834845,0.00036195893,0.00031925837,0.00025319427,0.000117205665,0.00028555415,0.0002116126,0.00027215487,0.0013432929],"category_scores_gemma":[0.0006861126,0.00017940698,0.00036985415,0.00018329595,0.00019621503,0.00037167515,0.00020642031,0.00036965587,0.00024962207],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020079833,0.000036881655,0.00047684458,0.0000953455,0.000013314433,0.000107342436,0.000040576942,0.000104280945,0.9966239,0.00002420567,0.000009046534,0.002267495],"study_design_scores_gemma":[0.0000035053392,0.00062161783,0.0023663603,0.000005440008,0.00002029953,0.00010051848,0.000022086499,0.00022830507,0.9962333,0.000005826311,0.0003865494,0.0000062473937],"about_ca_topic_score_codex":0.00050474715,"about_ca_topic_score_gemma":0.0009067429,"teacher_disagreement_score":0.0013432929,"about_ca_system_score_codex":0.000103403414,"about_ca_system_score_gemma":0.00017237355,"threshold_uncertainty_score":0.0044937134},"labels":[],"label_agreement":null},{"id":"W4284974004","doi":"10.1139/cjce-2021-0421","title":"Effect of matrix strength on pull-out behaviour of hooked steel fibre-reinforced cementitious composites","year":2022,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Silica fume; Composite material; Materials science; Compressive strength; Cement; Matrix (chemical analysis); Cementitious","score_opus":0.005239727229853852,"score_gpt":0.20323730454111535,"score_spread":0.1979975773112615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4284974004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981596,0.0005465609,0.0005625876,0.000014221836,0.000009036338,0.000012600787,0.00004390266,0.000020477883,0.00063099514],"genre_scores_gemma":[0.99848586,0.00030891507,0.0007226701,0.00001158926,0.0000039828965,0.000006997418,0.00004126074,0.000013429169,0.00040544922],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997112,0.000055362503,0.00002635645,0.00004702894,0.00011212046,0.00004784778],"domain_scores_gemma":[0.99863154,0.0006308878,0.00025982189,0.00006309591,0.00021752722,0.00019706073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044009418,0.0006103067,0.00025159665,0.0003393584,0.00021944706,0.00028018188,0.0001861418,0.00027298098,0.0015819488],"category_scores_gemma":[0.00084653916,0.00039817113,0.00027014155,0.00015741179,0.0002790853,0.00039819846,0.0002687164,0.0004325995,0.0002214489],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013265217,0.000018742052,0.00041968576,0.00003635304,0.000010705952,0.000037360674,0.000030964286,0.00013881466,0.99846303,0.000009698382,0.0000047345093,0.00069732836],"study_design_scores_gemma":[0.0000048955253,0.00042895606,0.006624995,0.000006141442,0.0000263121,0.00005004448,0.000041268417,0.00041369072,0.99216604,0.000008481909,0.00022227076,0.0000070206797],"about_ca_topic_score_codex":0.0009820163,"about_ca_topic_score_gemma":0.0041215997,"teacher_disagreement_score":0.0015819488,"about_ca_system_score_codex":0.00018122757,"about_ca_system_score_gemma":0.00019565622,"threshold_uncertainty_score":0.0052921176},"labels":[],"label_agreement":null},{"id":"W4285165378","doi":"10.11159/ijci.2022.006","title":"Effect of Sand to Aggregate Ratio on the Properties of Self-Compacting High-Performance Concrete","year":2022,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Innovative concrete reinforcement 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":"Aggregate (composite); Geotechnical engineering; Materials science; Composite material; Geology","score_opus":0.005979532790016621,"score_gpt":0.2137909229484232,"score_spread":0.20781139015840658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285165378","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991122,0.00019759509,0.000316994,0.000005280168,0.0000032420412,0.000006593498,0.000026218231,0.000013969953,0.00031786464],"genre_scores_gemma":[0.9993728,0.00010128969,0.00028539365,0.000003828061,0.0000018312073,0.0000033130466,0.000029182696,0.0000046428777,0.00019774296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959105,0.00009242324,0.000043363943,0.00007538604,0.00015188543,0.00004580731],"domain_scores_gemma":[0.99922764,0.00029460265,0.00023655468,0.00003795317,0.000103064354,0.00010023063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039073068,0.00044214807,0.0002596217,0.00043646127,0.00014420568,0.00029798088,0.00018361626,0.00024778317,0.0010654274],"category_scores_gemma":[0.0008504498,0.00022898345,0.00020332886,0.00022779492,0.0002832359,0.00034457303,0.00017901874,0.00028026977,0.00022095894],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045609192,0.000078207,0.0027661647,0.00006581213,0.000026252108,0.000104379425,0.000046424222,0.00088083546,0.9931009,0.00003648476,0.000016519129,0.0024218322],"study_design_scores_gemma":[0.000010255167,0.0010448963,0.013888049,0.000005387945,0.00006849088,0.00010349057,0.000044343808,0.0012405249,0.98328906,0.000013664671,0.000281524,0.000010446408],"about_ca_topic_score_codex":0.00063745974,"about_ca_topic_score_gemma":0.0013154498,"teacher_disagreement_score":0.0010654274,"about_ca_system_score_codex":0.00016083402,"about_ca_system_score_gemma":0.00015366112,"threshold_uncertainty_score":0.0035642385},"labels":[],"label_agreement":null},{"id":"W4285167414","doi":"10.11159/ijci.2022.011","title":"Assessing the Effect of Coarse Aggregate Size on Self-Compacting Fibre Reinforced Concrete Mix","year":2022,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Innovative concrete reinforcement 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":"Aggregate (composite); Materials science; Composite material","score_opus":0.005898969644139525,"score_gpt":0.2590805947053831,"score_spread":0.25318162506124353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285167414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941015,0.0001321639,0.00019605807,0.0000037589534,0.000002333253,0.0000080894215,0.000041786312,0.000005066712,0.00020066937],"genre_scores_gemma":[0.9987871,0.00014487817,0.0005793046,0.0000074255363,0.0000025358063,0.000008384628,0.00005509264,0.0000029929463,0.0004122781],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998098,0.0000426622,0.000018429544,0.000043440246,0.000061087885,0.00002448326],"domain_scores_gemma":[0.99936336,0.0002612222,0.00018923389,0.000036554437,0.00007759658,0.0000721119],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025572637,0.00024366808,0.0001554517,0.00017832061,0.00007288491,0.00016646601,0.000107550906,0.00021213015,0.0009329533],"category_scores_gemma":[0.00054392597,0.00010990884,0.0001697657,0.00011418258,0.00014279467,0.00024051419,0.00013266303,0.00023059531,0.00011224876],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003095044,0.00008649438,0.0020345703,0.000040900522,0.0000094508305,0.000043130854,0.000037693022,0.00024489206,0.99565554,0.000010910524,0.000007915932,0.0015189534],"study_design_scores_gemma":[0.0000060843945,0.0024043387,0.042147014,0.0000047324525,0.00003764944,0.000060782848,0.000051771935,0.0006954252,0.95426995,0.000010650934,0.00030429912,0.0000073579067],"about_ca_topic_score_codex":0.0006945586,"about_ca_topic_score_gemma":0.0017655947,"teacher_disagreement_score":0.0009329533,"about_ca_system_score_codex":0.000097842676,"about_ca_system_score_gemma":0.00008352335,"threshold_uncertainty_score":0.003121078},"labels":[],"label_agreement":null},{"id":"W4285193896","doi":"10.5267/j.esm.2022.4.001","title":"Concrete compressive strength of mix proportioning cockle shell, glass powder and epoxy resin under hot water curing condition through response surface methodology","year":2022,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Compressive strength; Cockle; Epoxy; Curing (chemistry); Composite material; Glass recycling; Aggregate (composite)","score_opus":0.025099013347335608,"score_gpt":0.2677624549715853,"score_spread":0.2426634416242497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285193896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943157,0.00030069883,0.004427995,0.00002830466,0.0000138040905,0.000025469102,0.00013496277,0.00004019613,0.0007128506],"genre_scores_gemma":[0.9937203,0.00033846512,0.0045751682,0.000015949134,0.0000040116834,0.00002858455,0.00013585392,0.000008717828,0.0011729196],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995714,0.00005933287,0.000030305768,0.000068908776,0.00023450116,0.000035573674],"domain_scores_gemma":[0.99977225,0.000050519786,0.00007019384,0.00001701376,0.000074507276,0.000015527767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047089125,0.0003710429,0.00018967454,0.0004123755,0.00012072387,0.00015757578,0.00018862038,0.00030479603,0.00083637],"category_scores_gemma":[0.00031672485,0.00025004652,0.00035862875,0.00034364103,0.00017129105,0.00019282154,0.00013244664,0.00032809062,0.0001536119],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006031857,0.000030002178,0.00044525415,0.00005634477,0.0000063050843,0.00001786271,0.000030809177,0.00051551673,0.9970987,0.000031473333,0.000014010269,0.0016935227],"study_design_scores_gemma":[0.0000039960896,0.00065539393,0.004848297,0.000003528538,0.000011604395,0.000023737031,0.000036435245,0.002815879,0.991372,0.000019349523,0.00020126626,0.000008451697],"about_ca_topic_score_codex":0.00070103776,"about_ca_topic_score_gemma":0.0027789634,"teacher_disagreement_score":0.00083637,"about_ca_system_score_codex":0.00014257427,"about_ca_system_score_gemma":0.0001514791,"threshold_uncertainty_score":0.0027979612},"labels":[],"label_agreement":null},{"id":"W4286515870","doi":"10.1016/j.cemconcomp.2022.104692","title":"Use of engineered steel fibers as reinforcements in ultra-high-performance concrete considering corrosion effect","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement 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":"Materials science; Corrosion; Ultimate tensile strength; Coating; Composite material; Fiber; Fiber-reinforced concrete; Electrolyte; Metallurgy; Electrode","score_opus":0.012654996694570889,"score_gpt":0.20375112698685457,"score_spread":0.19109613029228367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286515870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886486,0.00076439243,0.00937542,0.000016113281,0.000013873464,0.0000067337164,0.0000075365156,0.000017435326,0.0011498404],"genre_scores_gemma":[0.9971654,0.00020087427,0.0022324026,0.000001506608,0.000001577235,0.0000012171307,0.0000036809026,0.000002531573,0.00039082428],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999144,0.000020028801,0.00000266846,0.00001699918,0.000032005355,0.000013859634],"domain_scores_gemma":[0.9998994,0.000022006048,0.000030034962,0.0000069344633,0.000029088958,0.0000125127945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018490989,0.00028579164,0.00018023497,0.00026031223,0.00017288038,0.0002607017,0.00018269311,0.00026167464,0.0003732994],"category_scores_gemma":[0.00019330806,0.0001079717,0.00023401107,0.00012821109,0.00021809187,0.0002563044,0.00013363022,0.00012338047,0.000059317335],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004011625,0.00009724785,0.0029500746,0.00017434172,0.000034055844,0.0003617721,0.00004851912,0.038941313,0.9417518,0.0020491888,0.000047904672,0.013142697],"study_design_scores_gemma":[0.00001823531,0.0011156987,0.007998779,0.000024554913,0.00019231776,0.00027418416,0.00010054915,0.18106855,0.8069558,0.0004513061,0.0017704061,0.000029555646],"about_ca_topic_score_codex":0.0010673485,"about_ca_topic_score_gemma":0.0029736538,"teacher_disagreement_score":0.0010673485,"about_ca_system_score_codex":0.00024849412,"about_ca_system_score_gemma":0.00023111167,"threshold_uncertainty_score":0.002122283},"labels":[],"label_agreement":null},{"id":"W4289333472","doi":"10.1016/j.jmrt.2022.07.096","title":"Parameters estimation and fatigue life prediction of sisal fibre reinforced foam concrete","year":2022,"lang":"en","type":"article","venue":"Journal of Materials Research and Technology","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Wenzhou Municipal Science and Technology Bureau; Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Weibull distribution; Materials science; Weibull modulus; Composite material; Structural engineering; Statistics; Mathematics; Engineering","score_opus":0.04491007858903397,"score_gpt":0.296195911006395,"score_spread":0.251285832417361,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289333472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91249037,0.0003728636,0.085949205,0.0000212375,0.0000051450315,0.000025946909,0.0001558193,0.00029290328,0.0006866293],"genre_scores_gemma":[0.9938013,0.00009581759,0.005678448,0.0000016529243,0.0000017138834,0.00001786548,0.00014065657,0.000011701661,0.00025092566],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997762,0.00003722809,0.000018108532,0.000049609454,0.00008115705,0.000037697035],"domain_scores_gemma":[0.99949086,0.00019995123,0.00008382135,0.000045327935,0.00016092003,0.000018989904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059561053,0.0008307639,0.0003263421,0.0012856685,0.00021670414,0.00023723028,0.0003508889,0.000934191,0.00039272665],"category_scores_gemma":[0.0013254831,0.00032177812,0.00067675806,0.00035450768,0.00024201306,0.00055724155,0.0002653573,0.00027662117,0.00020774142],"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":[0.00021919908,0.00009166091,0.02547465,0.00015708341,0.000046945195,0.0002814204,0.00030077106,0.76503813,0.15425241,0.00067515875,0.00023788185,0.05322463],"study_design_scores_gemma":[0.0000057858188,0.00017314141,0.0162094,0.000010919032,0.000026365522,0.00008568587,0.00005365927,0.9178125,0.06485904,0.00035313334,0.00036529035,0.00004507107],"about_ca_topic_score_codex":0.0037444045,"about_ca_topic_score_gemma":0.002747566,"teacher_disagreement_score":0.0037444045,"about_ca_system_score_codex":0.0003570508,"about_ca_system_score_gemma":0.00034445137,"threshold_uncertainty_score":0.007445216},"labels":[],"label_agreement":null},{"id":"W4290659407","doi":"10.32920/20449656","title":"Response of Ultra-High Performance Fibre Reinforced Concrete Wall Panels to Blast Loading","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Structural engineering; Flexural strength; Reinforcement; Materials science; Shock tube; Shock (circulatory); Composite material; Engineering","score_opus":0.01795045389976218,"score_gpt":0.23746994921537695,"score_spread":0.21951949531561477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4290659407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992955,0.000010404627,0.00029899186,0.0000045301254,0.0000024385718,0.0000046826444,0.000024968424,0.000024323412,0.00033420796],"genre_scores_gemma":[0.9990277,0.000016496795,0.00021271163,0.000009939333,7.6708915e-7,0.0000049033415,0.00006526407,0.000005009626,0.00065732497],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973184,0.000030305659,0.000012099078,0.000044965276,0.00011101759,0.00006966557],"domain_scores_gemma":[0.9996842,0.000069252426,0.00007074248,0.00003731462,0.00006691315,0.000071561415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019894967,0.00039705032,0.0003309961,0.00022716526,0.00019997438,0.00026877585,0.00034617705,0.0006616117,0.0030032464],"category_scores_gemma":[0.0004396832,0.0002398254,0.00026408798,0.00012714387,0.00043096422,0.00022966256,0.00035698782,0.0003257627,0.00054683886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004964241,0.00010703384,0.003346049,0.000027035952,0.000011652395,0.00032302222,0.00006245104,0.0104517285,0.98277515,0.000026193477,0.00007393104,0.0022993395],"study_design_scores_gemma":[0.000043890468,0.0022384746,0.074351765,0.000014688419,0.000024887553,0.00020725223,0.00031426045,0.035590243,0.8867541,0.000041139487,0.00038736363,0.00003194936],"about_ca_topic_score_codex":0.00154301,"about_ca_topic_score_gemma":0.0018818025,"teacher_disagreement_score":0.0030032464,"about_ca_system_score_codex":0.00021356741,"about_ca_system_score_gemma":0.00014703067,"threshold_uncertainty_score":0.01004684},"labels":[],"label_agreement":null},{"id":"W4290659746","doi":"10.32920/20449656.v1","title":"Response of Ultra-High Performance Fibre Reinforced Concrete Wall Panels to Blast Loading","year":2022,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Structural engineering; Flexural strength; Reinforcement; Shock tube; Materials science; Shock (circulatory); Reinforced concrete; Engineering; Composite material; Shock wave","score_opus":0.01795045389976218,"score_gpt":0.23746994921537695,"score_spread":0.21951949531561477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4290659746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992955,0.000010404627,0.00029899186,0.0000045301254,0.0000024385718,0.0000046826444,0.000024968424,0.000024323412,0.00033420796],"genre_scores_gemma":[0.9990277,0.000016496795,0.00021271163,0.000009939333,7.6708915e-7,0.0000049033415,0.00006526407,0.000005009626,0.00065732497],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973184,0.000030305659,0.000012099078,0.000044965276,0.00011101759,0.00006966557],"domain_scores_gemma":[0.9996842,0.000069252426,0.00007074248,0.00003731462,0.00006691315,0.000071561415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019894967,0.00039705032,0.0003309961,0.00022716526,0.00019997438,0.00026877585,0.00034617705,0.0006616117,0.0030032464],"category_scores_gemma":[0.0004396832,0.0002398254,0.00026408798,0.00012714387,0.00043096422,0.00022966256,0.00035698782,0.0003257627,0.00054683886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004964241,0.00010703384,0.003346049,0.000027035952,0.000011652395,0.00032302222,0.00006245104,0.0104517285,0.98277515,0.000026193477,0.00007393104,0.0022993395],"study_design_scores_gemma":[0.000043890468,0.0022384746,0.074351765,0.000014688419,0.000024887553,0.00020725223,0.00031426045,0.035590243,0.8867541,0.000041139487,0.00038736363,0.00003194936],"about_ca_topic_score_codex":0.00154301,"about_ca_topic_score_gemma":0.0018818025,"teacher_disagreement_score":0.0030032464,"about_ca_system_score_codex":0.00021356741,"about_ca_system_score_gemma":0.00014703067,"threshold_uncertainty_score":0.01004684},"labels":[],"label_agreement":null},{"id":"W4293074157","doi":"10.11159/iccste22.122","title":"Shear Strengthening of Concrete Deep Beams with Geopolymer-Based Fabric-Reinforced Matrix Composites","year":2022,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Geopolymer; Shear (geology); Geopolymer cement; Structural engineering; Compressive strength; Engineering","score_opus":0.008591315228837505,"score_gpt":0.2067442468352616,"score_spread":0.1981529316064241,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293074157","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971615,0.00014887532,0.0020944658,0.0000062792938,0.0000050166695,0.000014539742,0.000051761166,0.0000369744,0.00048056344],"genre_scores_gemma":[0.99566936,0.00010655608,0.0031103329,0.000009993731,0.0000023619068,0.000010197771,0.00006599914,0.000012219028,0.001012939],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997646,0.000035156067,0.000019047966,0.000042523185,0.00009531534,0.000043245458],"domain_scores_gemma":[0.9994363,0.00013095485,0.00013301024,0.00007389134,0.00014675636,0.000079011246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005889129,0.00096124265,0.00030420235,0.00045790157,0.00025610774,0.000120167526,0.00034644778,0.00032310732,0.001418782],"category_scores_gemma":[0.00040112928,0.00032963097,0.00025869143,0.00022484257,0.00043294215,0.00023867731,0.00034660535,0.00026977735,0.00025675222],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010093259,0.000018809787,0.0010502423,0.000034790144,0.000008505763,0.000043317355,0.000064955086,0.00087230344,0.9960006,0.0000283387,0.000012307321,0.001764856],"study_design_scores_gemma":[0.000010597927,0.0013166098,0.011387095,0.000011415026,0.000025815361,0.00008904172,0.0000673101,0.0012045781,0.98540294,0.00001838905,0.00045835384,0.000007802224],"about_ca_topic_score_codex":0.0013544048,"about_ca_topic_score_gemma":0.0070317476,"teacher_disagreement_score":0.001418782,"about_ca_system_score_codex":0.00021698428,"about_ca_system_score_gemma":0.0002716087,"threshold_uncertainty_score":0.0047462583},"labels":[],"label_agreement":null},{"id":"W4293278133","doi":"","title":"Structural implications of internal swelling reactions in concrete: A review","year":2016,"lang":"en","type":"review","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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":"McGill University; Université Laval; University of Ottawa","funders":"","keywords":"Swelling; Computer science; Materials science; Composite material","score_opus":0.026994546403527307,"score_gpt":0.27994633376029554,"score_spread":0.2529517873567682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293278133","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":[0.0002609239,0.99929845,0.00008032711,0.000059502618,0.000058453377,0.0000027946714,0.000013046258,0.000001957085,0.00022458666],"genre_scores_gemma":[0.0011275342,0.9985262,0.00011494838,0.00003306197,0.00004347402,0.0000025690324,0.000010496501,5.6623645e-7,0.00014096683],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99982774,0.00001795372,0.00003700276,0.00004637885,0.00005475782,0.000016273088],"domain_scores_gemma":[0.99952924,0.00024182689,0.00010303393,0.000009875983,0.00009351048,0.000022509992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006462627,0.0010236406,0.0014051788,0.0024069473,0.00022666075,0.0009905263,0.0007292625,0.0008490458,0.001602323],"category_scores_gemma":[0.0006508078,0.00047485292,0.00057882257,0.002696589,0.0006131717,0.001382197,0.0006801206,0.0009096027,0.0006137611],"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":[0.00013008542,0.00012392351,0.000459196,0.082417436,0.00020500687,0.0002758014,0.00018150428,0.0008999075,0.009388974,0.002562741,0.008155652,0.89519984],"study_design_scores_gemma":[0.000038890765,0.00033672195,0.0034625826,0.014856579,0.00087086804,0.0018488261,0.00037829988,0.00026735108,0.0069095274,0.0019410765,0.96900773,0.00008154564],"about_ca_topic_score_codex":0.0012018455,"about_ca_topic_score_gemma":0.002724871,"teacher_disagreement_score":0.0024069473,"about_ca_system_score_codex":0.00038938684,"about_ca_system_score_gemma":0.001264805,"threshold_uncertainty_score":0.0053603053},"labels":[],"label_agreement":null},{"id":"W4295021943","doi":"10.1177/20414196221120512","title":"An experimentally validated numerical analysis of UHP-FRC subjected to blast loading","year":2022,"lang":"en","type":"article","venue":"International Journal of Protective Structures","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"University of Ottawa; Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Constitutive equation; Structural engineering; Materials science; Shock (circulatory); Material properties; Computer simulation; Cracking; Plasticity; Engineering; Finite element method; Composite material; Simulation","score_opus":0.010624183049891867,"score_gpt":0.2892428418621851,"score_spread":0.2786186588122932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295021943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9418455,0.000107219625,0.049091958,0.00010681252,0.000023938905,0.00012314157,0.000528351,0.00040795127,0.00776512],"genre_scores_gemma":[0.9875212,0.00007612675,0.011011047,0.000010205871,0.0000023709306,0.00004819292,0.00016304354,0.000023990398,0.0011437356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996978,0.000032805074,0.000013002968,0.000040179435,0.0001865278,0.000029792776],"domain_scores_gemma":[0.99961734,0.00014215718,0.000064043736,0.00006704485,0.00009386764,0.000015595047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043019833,0.00038292544,0.00044017073,0.00051727047,0.0005011506,0.00033987858,0.00059471483,0.0009926519,0.0012363072],"category_scores_gemma":[0.0009930988,0.00017193396,0.0003167638,0.00043555087,0.0006788423,0.0003291326,0.00030558105,0.00040873006,0.00023325346],"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":[0.00014616226,0.00016230675,0.0047052125,0.00019079777,0.000015218203,0.00040110573,0.00021389397,0.80657464,0.16962557,0.0020256203,0.0005188365,0.015420615],"study_design_scores_gemma":[0.000008386456,0.0000898059,0.0031404658,0.000009744337,0.000006761482,0.0000590418,0.00004847919,0.965193,0.030737843,0.00012639588,0.00057076593,0.0000093123],"about_ca_topic_score_codex":0.00800195,"about_ca_topic_score_gemma":0.008226673,"teacher_disagreement_score":0.00800195,"about_ca_system_score_codex":0.0006570281,"about_ca_system_score_gemma":0.00068024243,"threshold_uncertainty_score":0.015910745},"labels":[],"label_agreement":null},{"id":"W4295725371","doi":"10.3390/ma15155436","title":"Predicting Compressive and Splitting Tensile Strengths of Silica Fume Concrete Using M5P Model Tree Algorithm","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":"McMaster University","funders":"","keywords":"Silica fume; Ultimate tensile strength; Mean squared error; Correlation coefficient; Compressive strength; Coefficient of determination; Algorithm; Linear regression; Parametric statistics; Computer science; Structural engineering; Approximation error; Statistics; Mathematics; Materials science; Engineering; Machine learning; Composite material","score_opus":0.014028270570116299,"score_gpt":0.23020834484556635,"score_spread":0.21618007427545005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295725371","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":[0.32810625,0.00065009797,0.6655125,0.00020498695,0.00004612688,0.00014259949,0.0009792427,0.0017832521,0.002575003],"genre_scores_gemma":[0.8158235,0.0003001935,0.18021592,0.00007790077,0.000014102179,0.00033995637,0.0014897968,0.000099919394,0.0016385812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997811,0.000056050325,0.00001823833,0.00006245136,0.00005213784,0.000030089834],"domain_scores_gemma":[0.9990489,0.00068952964,0.000070589726,0.000024942106,0.00014263882,0.000023283968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008997318,0.00091687177,0.00074957503,0.0009970122,0.00031828435,0.0006971828,0.00082411495,0.00093342137,0.0010716307],"category_scores_gemma":[0.0021192832,0.000391303,0.0011243883,0.0007121157,0.00021824414,0.00051040924,0.0004710374,0.0007107537,0.0003694371],"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":[0.000054883054,0.00007127656,0.0031011808,0.000053795808,0.000034454933,0.00004931932,0.00002693601,0.956891,0.0022103037,0.0004778875,0.00039910775,0.03662984],"study_design_scores_gemma":[0.0000014109611,0.000012171014,0.00016894726,0.000001717168,0.0000035804799,0.000003376569,0.0000027977635,0.99925417,0.00035460683,0.0001306916,0.00006456433,0.0000018225668],"about_ca_topic_score_codex":0.011858209,"about_ca_topic_score_gemma":0.010945471,"teacher_disagreement_score":0.011858209,"about_ca_system_score_codex":0.000639263,"about_ca_system_score_gemma":0.0012675299,"threshold_uncertainty_score":0.023578346},"labels":[],"label_agreement":null},{"id":"W4296588390","doi":"10.1007/978-3-031-09409-5_14","title":"A Review on Properties of Carbon Nanofibre Infused Ultra-High-Performance Fibre Reinforced Concrete","year":2022,"lang":"en","type":"review","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Calgary","funders":"","keywords":"Materials science; Ultimate tensile strength; Composite material; Cementitious; Ductility (Earth science); Nanomaterials; Compressive strength; Cement; Nanotechnology","score_opus":0.023593409376947427,"score_gpt":0.23162892880172978,"score_spread":0.20803551942478235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296588390","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":[0.0019055732,0.99635077,0.00040684958,0.00007623273,0.00025074565,0.0000080328555,0.000045796623,0.000010284248,0.0009457164],"genre_scores_gemma":[0.004645904,0.99288553,0.0006127025,0.00011778948,0.0001402621,0.00000997895,0.00007799388,0.000003903336,0.0015059665],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999846,0.000013844141,0.000022108828,0.00003115657,0.00007083979,0.000016115915],"domain_scores_gemma":[0.9998443,0.000055556695,0.000038515307,0.000005472268,0.000045670757,0.000010504566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003383771,0.00081038463,0.00087036827,0.0013210179,0.00011436117,0.00047819357,0.000546119,0.00055178977,0.0012966173],"category_scores_gemma":[0.00032477907,0.00024415506,0.00043528396,0.0012048412,0.00015362243,0.0007706309,0.00032481435,0.00061077275,0.0005994816],"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":[0.00014737202,0.00016632461,0.00024229924,0.042367138,0.00017634775,0.0003552833,0.00006583754,0.00084848725,0.062024955,0.001498412,0.0116075715,0.8804999],"study_design_scores_gemma":[0.000029909159,0.0005957279,0.0024684956,0.0044712326,0.0003670983,0.0013412758,0.000073337396,0.0003836391,0.03241793,0.000579483,0.95719737,0.000074459625],"about_ca_topic_score_codex":0.0004948376,"about_ca_topic_score_gemma":0.0009221002,"teacher_disagreement_score":0.0013210179,"about_ca_system_score_codex":0.0002128488,"about_ca_system_score_gemma":0.00038952104,"threshold_uncertainty_score":0.004337609},"labels":[],"label_agreement":null},{"id":"W4296743365","doi":"10.3390/su141811775","title":"Evaluation of the Incorporation of Tire-Derived Aggregates (TDA) in Rigid Pavement Mix Designs","year":2022,"lang":"en","type":"article","venue":"Sustainability","topic":"Innovative concrete reinforcement 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":"Dalhousie University","funders":"","keywords":"Slab; Cracking; Portland cement; Natural rubber; Materials science; Deflection (physics); Fatigue cracking; Waste management; Cement; Environmental science; Composite material; Structural engineering; Engineering","score_opus":0.029497696346564028,"score_gpt":0.26778924421680894,"score_spread":0.23829154787024492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296743365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99863595,0.0001271338,0.00091341394,0.0000033629626,0.0000024364463,0.000010880454,0.000038587033,0.000013631383,0.0002546951],"genre_scores_gemma":[0.9973143,0.000097521246,0.0022611066,0.000002167862,8.006142e-7,0.00000869315,0.000038347345,0.000005415282,0.00027160734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995447,0.000087635286,0.000037195412,0.00006069937,0.00022440967,0.000045450546],"domain_scores_gemma":[0.9994814,0.00008580823,0.00019318215,0.00004036894,0.00013542558,0.000063852814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057533785,0.0005352418,0.000211287,0.0006849425,0.00015287063,0.00025585343,0.0002855566,0.0002713866,0.00056788453],"category_scores_gemma":[0.0006516485,0.00015871973,0.00021524864,0.00034095423,0.00024167134,0.00023444586,0.00034294784,0.00019862856,0.00011387681],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025535133,0.000076665834,0.0044921096,0.00011894582,0.000020086447,0.00009268989,0.00005654413,0.004178112,0.98292404,0.000060745962,0.000015644357,0.007709174],"study_design_scores_gemma":[0.000013346879,0.0032566318,0.035048082,0.000016497394,0.00011538899,0.0001853728,0.00013948494,0.008559997,0.95132095,0.000042582877,0.0012834799,0.00001828772],"about_ca_topic_score_codex":0.0011868468,"about_ca_topic_score_gemma":0.0034252375,"teacher_disagreement_score":0.0011868468,"about_ca_system_score_codex":0.00029724857,"about_ca_system_score_gemma":0.00025038555,"threshold_uncertainty_score":0.003042698},"labels":[],"label_agreement":null},{"id":"W4297098307","doi":"10.1109/icetsis55481.2022.9888931","title":"Innovative Lightweight Concrete (LWC) for Precast Structures","year":2022,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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; Precast concrete; Fibre-reinforced plastic; Cracking; Composite material; Beam (structure); Deflection (physics); Flexural strength; Structural engineering; Reinforcement; Reinforced concrete; Bending; Engineering","score_opus":0.014931354883921645,"score_gpt":0.22826235289355673,"score_spread":0.2133309980096351,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297098307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9709377,0.0014905523,0.020320123,0.000044568176,0.000034177505,0.00013210013,0.00021104793,0.00025409673,0.0065755215],"genre_scores_gemma":[0.98223764,0.0003203121,0.015050449,0.000020095906,0.0000045557667,0.000040366875,0.00012661987,0.000014855286,0.0021851053],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996506,0.000026673148,0.000012529131,0.000039389506,0.00024428466,0.000026554339],"domain_scores_gemma":[0.99965477,0.00004436837,0.000113831025,0.000044664957,0.000095344505,0.00004703579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002492406,0.00040043675,0.00013676456,0.0006094252,0.00035804542,0.00018750112,0.00028879003,0.00029819945,0.001670142],"category_scores_gemma":[0.0003540414,0.00014087181,0.00016170685,0.00025672797,0.00032239224,0.00021868928,0.00041196667,0.0002425439,0.0004055674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006544406,0.000032124048,0.0038274657,0.0002025744,0.0000094684965,0.00019049078,0.000060398605,0.0020387885,0.96932185,0.00072045997,0.00014586614,0.02338514],"study_design_scores_gemma":[0.000015953006,0.0011284502,0.035742536,0.00010496381,0.00005489898,0.0012238304,0.00012940503,0.006258878,0.93814445,0.0004897313,0.016677316,0.000029541141],"about_ca_topic_score_codex":0.0016346975,"about_ca_topic_score_gemma":0.010653592,"teacher_disagreement_score":0.001670142,"about_ca_system_score_codex":0.00035912517,"about_ca_system_score_gemma":0.00071091455,"threshold_uncertainty_score":0.00558722},"labels":[],"label_agreement":null},{"id":"W4297826334","doi":"10.1520/jte20210697","title":"Application of Stiffness Damage Test on Rubberized Concrete","year":2022,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Ultimate tensile strength; Stiffness; Compressive strength; Young's modulus; Aggregate (composite); Crumb rubber; Natural rubber; Elasticity (physics); Elastic modulus","score_opus":0.03614979227069202,"score_gpt":0.28009265548878115,"score_spread":0.24394286321808914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297826334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963766,0.00013420143,0.0027545963,0.0000074489867,0.00000957511,0.0000142487615,0.00011815123,0.00003927476,0.000545939],"genre_scores_gemma":[0.9964324,0.000088279754,0.0020538268,0.0000068897034,0.0000018387187,0.000012169015,0.00012189778,0.0000056643007,0.001277016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995277,0.00003904371,0.00003170655,0.000085321764,0.00027955073,0.000036676596],"domain_scores_gemma":[0.9994703,0.00008715297,0.00017413987,0.000052453634,0.00016545669,0.00005049051],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026316004,0.000339449,0.00024955877,0.000501944,0.00015563605,0.00009748831,0.00018218029,0.0002212868,0.00127552],"category_scores_gemma":[0.0003326214,0.00021005848,0.0003085963,0.0002598161,0.00019782511,0.0001714716,0.00026323507,0.0002367077,0.00025958507],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000062388026,0.000016877837,0.0021711716,0.000027161743,0.000005506441,0.00005921337,0.000041162653,0.00034935874,0.9945831,0.000009821817,0.000009846023,0.002664471],"study_design_scores_gemma":[0.0000027911076,0.00064361846,0.023871617,0.000003232601,0.000010869661,0.00014180993,0.00004105138,0.0019022857,0.97311395,0.000011291476,0.00024482186,0.000012572214],"about_ca_topic_score_codex":0.0009462184,"about_ca_topic_score_gemma":0.0026652669,"teacher_disagreement_score":0.00127552,"about_ca_system_score_codex":0.00020016075,"about_ca_system_score_gemma":0.00015409454,"threshold_uncertainty_score":0.0042669773},"labels":[],"label_agreement":null},{"id":"W4298142210","doi":"10.2174/18741495-v16-e2207271","title":"Mechanical Performance and Durability of Date Palm Fibers Repair Mortar","year":2022,"lang":"en","type":"article","venue":"The Open Civil Engineering Journal","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke","funders":"","keywords":"Mortar; Sorptivity; Durability; Materials science; Flexural strength; Shrinkage; Composite material; Compressive strength; Ultimate tensile strength; Absorption of water; Cement; Cementitious; Pozzolan; Portland cement","score_opus":0.013408924400999713,"score_gpt":0.21314125246770554,"score_spread":0.19973232806670582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298142210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990361,0.00037692074,0.00019329616,0.0000036882054,0.000004077876,0.000004940483,0.00010261213,0.0000090901285,0.000269266],"genre_scores_gemma":[0.998131,0.00019819764,0.00027334245,0.000004749203,0.0000026784242,0.0000050141966,0.00020742885,0.000007325369,0.0011702329],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978846,0.000017916687,0.000019580904,0.00004844408,0.00009526427,0.00003045125],"domain_scores_gemma":[0.99966073,0.000055666555,0.00010256746,0.000020245461,0.00011073372,0.000050053794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026662805,0.0004508033,0.00020986488,0.00046913183,0.0002376432,0.00025290766,0.00025033279,0.00033072702,0.0013185247],"category_scores_gemma":[0.00029104218,0.00014535122,0.00032335016,0.00024996334,0.00018696644,0.0002026325,0.0001589886,0.00025338697,0.00044995107],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000500863,0.00015205883,0.008830638,0.000177532,0.000040996787,0.00013071764,0.00013989759,0.0006134777,0.98525685,0.000038126676,0.00004672657,0.004072169],"study_design_scores_gemma":[0.0000134513575,0.005318865,0.09063681,0.000031952837,0.00012791657,0.0003571012,0.0002297765,0.00065635284,0.900764,0.000029312652,0.0018095714,0.000024962523],"about_ca_topic_score_codex":0.0012509407,"about_ca_topic_score_gemma":0.002851768,"teacher_disagreement_score":0.0013185247,"about_ca_system_score_codex":0.0002674438,"about_ca_system_score_gemma":0.0001300978,"threshold_uncertainty_score":0.004410863},"labels":[],"label_agreement":null},{"id":"W4300979254","doi":"10.1201/9781003355595-50","title":"Specifying and testing fibre reinforced sprayed concrete: Advantages and challenges of some testing methods","year":2022,"lang":"en","type":"book-chapter","venue":"","topic":"Innovative concrete reinforcement 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":"Toughness; Cracking; Flexural strength; Ductility (Earth science); Structural engineering; Materials science; Residual strength; Deformation (meteorology); Residual; Composite material; Engineering; Computer science; Creep","score_opus":0.08441706942049622,"score_gpt":0.2855631523225996,"score_spread":0.2011460829021034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4300979254","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":[0.010477847,0.0016116595,0.98335373,0.00021492063,0.00003947312,0.0001941483,0.00008753988,0.0010128289,0.0030077994],"genre_scores_gemma":[0.121899,0.0033025052,0.8700741,0.00011417006,0.000093309885,0.0004919245,0.00023018908,0.0005857458,0.0032090817],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9812661,0.0044846954,0.0011452249,0.0017423187,0.011085974,0.0002757829],"domain_scores_gemma":[0.97921777,0.008750607,0.0014518767,0.0053045033,0.0047991346,0.00047610083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008575106,0.0015067066,0.0010325359,0.0027127129,0.0005228601,0.002677813,0.005011972,0.0014705783,0.0023676744],"category_scores_gemma":[0.010739377,0.0010373875,0.0011205198,0.001377122,0.0027746786,0.0036881596,0.002600588,0.0021166438,0.0011360709],"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":[0.00023527471,0.0004485728,0.009470696,0.0019627125,0.000070853865,0.0006029745,0.0023681999,0.023111382,0.19999644,0.028532064,0.0009844599,0.7322164],"study_design_scores_gemma":[0.00014448451,0.0038319232,0.017815173,0.0014219017,0.00024200596,0.008249865,0.003130367,0.36060378,0.39225954,0.09140237,0.12008534,0.00081333687],"about_ca_topic_score_codex":0.0013410508,"about_ca_topic_score_gemma":0.0013516486,"teacher_disagreement_score":0.008575106,"about_ca_system_score_codex":0.0007674459,"about_ca_system_score_gemma":0.0010494166,"threshold_uncertainty_score":0.045350075},"labels":[],"label_agreement":null},{"id":"W4304182509","doi":"10.1016/j.pce.2022.103260","title":"Advances on concrete strength properties after adding polypropylene fibers from health personal protective equipment (PPE) of COVID-19: Implication on waste management and sustainable environment","year":2022,"lang":"en","type":"article","venue":"Physics and Chemistry of the Earth Parts A/B/C","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":23,"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 the Fraser Valley","funders":"Najran University","keywords":"Personal protective equipment; Polypropylene; Reuse; Coronavirus disease 2019 (COVID-19); Materials science; Consistency (knowledge bases); Face masks; Composite material; Environmental science; Computer science; Engineering; Waste management; Medicine","score_opus":0.009782150949304841,"score_gpt":0.20639690419243387,"score_spread":0.19661475324312902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4304182509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938882,0.0012946134,0.0020842801,0.00004562831,0.000033931177,0.000016778036,0.00013922334,0.000027592429,0.0024698882],"genre_scores_gemma":[0.99455607,0.0008152185,0.0021292374,0.00002494917,0.0000071519435,0.000009273247,0.00013371118,0.00001213392,0.0023123245],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998666,0.00001269426,0.000010442312,0.00003266886,0.000055072243,0.000022460883],"domain_scores_gemma":[0.99981755,0.000024729,0.000048127928,0.000014021582,0.00006202066,0.000033539483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025127828,0.00043624456,0.00013834561,0.00033094874,0.00018145201,0.00017249935,0.00015509309,0.00024293063,0.0014389867],"category_scores_gemma":[0.00023479351,0.00011348235,0.0003319682,0.0002054317,0.0001736875,0.00040463172,0.00019146015,0.00049474044,0.00024173541],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014126403,0.000063485146,0.0010379045,0.00009526732,0.000010160161,0.00005444157,0.000026305166,0.00031498345,0.99099404,0.00010312276,0.000050175502,0.007108799],"study_design_scores_gemma":[0.000004688062,0.00036639406,0.008042502,0.000010518485,0.000034329045,0.000055588473,0.000033817134,0.0006499432,0.9888883,0.000032559386,0.0018731032,0.000008257581],"about_ca_topic_score_codex":0.0009104667,"about_ca_topic_score_gemma":0.0024341713,"teacher_disagreement_score":0.0014389867,"about_ca_system_score_codex":0.00017611109,"about_ca_system_score_gemma":0.00022421213,"threshold_uncertainty_score":0.00481385},"labels":[],"label_agreement":null},{"id":"W4306968143","doi":"10.1016/j.cemconcomp.2022.104810","title":"Predicting the effect of non-uniform fiber distribution on the tensile response of ultra-high-performance fiber reinforced concrete by magnetic inductance-based finite element analysis","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université Laval","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Materials science; Finite element method; Ultimate tensile strength; Fiber-reinforced concrete; Composite material; Fiber; Tension (geology); Structural engineering; Cracking; Ductility (Earth science); Creep; Engineering","score_opus":0.005330183188476363,"score_gpt":0.19207164964213108,"score_spread":0.18674146645365472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306968143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8920352,0.000086543136,0.106893435,0.000021072825,0.000005414138,0.000019009734,0.000055623692,0.0001929162,0.00069079327],"genre_scores_gemma":[0.98735774,0.00003748594,0.012183928,0.0000038701314,0.0000010440127,0.000015707461,0.000038222006,0.0000108751165,0.00035111804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985874,0.00002810216,0.000010694245,0.000031456602,0.00005605099,0.000014898366],"domain_scores_gemma":[0.9995882,0.00019936993,0.00009059283,0.000052810596,0.000056624438,0.000012437362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029361265,0.00040854717,0.00020902892,0.00037408384,0.00012282745,0.0001830495,0.0003475414,0.00045906843,0.00040390642],"category_scores_gemma":[0.0007337379,0.00018944265,0.00027302525,0.00017428091,0.00023065928,0.00036932214,0.00019970495,0.0001678847,0.00011250627],"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":[0.00009877349,0.00013272908,0.012997606,0.00010589819,0.000024286926,0.0001386909,0.00010414141,0.72679764,0.23245221,0.00036117045,0.00007938679,0.026707634],"study_design_scores_gemma":[0.000002455852,0.00004083067,0.005133536,0.0000036587203,0.0000066193393,0.000025310379,0.0000151267695,0.9652937,0.029320506,0.00005693217,0.0000945159,0.0000066822586],"about_ca_topic_score_codex":0.001712661,"about_ca_topic_score_gemma":0.004034955,"teacher_disagreement_score":0.001712661,"about_ca_system_score_codex":0.0002371317,"about_ca_system_score_gemma":0.00023534801,"threshold_uncertainty_score":0.0034053922},"labels":[],"label_agreement":null},{"id":"W4307104054","doi":"10.1051/matecconf/202236404015","title":"Volume change behavior of cement-based repair materials labelled as shrinkage-compensating, shrinkage-compensated or nonshrink","year":2022,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Innovative concrete reinforcement 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; Université Laval","funders":"","keywords":"Shrinkage; Cementitious; Volume (thermodynamics); Cement; Materials science; Computer science; Composite material","score_opus":0.03703273148201606,"score_gpt":0.2599299834260725,"score_spread":0.22289725194405643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4307104054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98508227,0.0017638186,0.0028768212,0.000085535146,0.0001100585,0.000022748536,0.0012384359,0.00053547183,0.0082848985],"genre_scores_gemma":[0.993251,0.00031999388,0.0008704696,0.000038280232,0.000015580725,0.000015415455,0.00078592397,0.00008040001,0.004622818],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994548,0.00006259463,0.000040195726,0.00010028995,0.00025104012,0.000091103146],"domain_scores_gemma":[0.99892455,0.0003952914,0.00020772647,0.000092662114,0.00029623866,0.00008345904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035642213,0.00033400336,0.00024931357,0.00109206,0.00021522053,0.00034612752,0.0003673585,0.00047442134,0.0077413637],"category_scores_gemma":[0.0010050691,0.0001994589,0.0002656998,0.0006034916,0.00040250804,0.0005929156,0.00018490195,0.00072434277,0.0010427957],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012030568,0.00016859104,0.0033233354,0.00020407591,0.00003218236,0.00015713077,0.0004212391,0.007295159,0.95519125,0.0008374037,0.0013242426,0.02984233],"study_design_scores_gemma":[0.000012744657,0.0014180549,0.023607284,0.00002100169,0.00002934464,0.0001461686,0.00020313077,0.01242327,0.95857626,0.00021298358,0.0033018375,0.000047928137],"about_ca_topic_score_codex":0.0011730079,"about_ca_topic_score_gemma":0.0015527516,"teacher_disagreement_score":0.0077413637,"about_ca_system_score_codex":0.00025654008,"about_ca_system_score_gemma":0.00013821929,"threshold_uncertainty_score":0.025897443},"labels":[],"label_agreement":null},{"id":"W4308489139","doi":"10.1016/j.jobe.2022.105474","title":"Machine learning prediction of fiber pull-out and bond-slip in fiber-reinforced cementitious composites","year":2022,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Shahrood University of Technology","keywords":"Materials science; Ultimate tensile strength; Composite material; Fiber; Slip (aerodynamics); Mean absolute percentage error; Compressive strength; Bond strength; Structural engineering; Artificial neural network; Computer science; Engineering; Artificial intelligence","score_opus":0.008261497270930241,"score_gpt":0.20204854112109102,"score_spread":0.1937870438501608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308489139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9780107,0.0002239722,0.020869749,0.000098455006,0.00004070808,0.000010384772,0.00010033272,0.00020027667,0.000445441],"genre_scores_gemma":[0.99743336,0.000040280727,0.0019600189,0.000008436892,0.000009420645,0.000005423216,0.00011500065,0.000006204533,0.00042186378],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987245,0.000023479572,0.0000078829935,0.000043688473,0.000022311207,0.00003022725],"domain_scores_gemma":[0.9988111,0.00077467883,0.00012372369,0.000038499587,0.00019411913,0.000057924724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006889694,0.00065637566,0.00054312526,0.00058777316,0.00028095866,0.00041057702,0.0005047847,0.0008515088,0.00057345757],"category_scores_gemma":[0.0014142535,0.0002890272,0.00047494596,0.00026106433,0.000280501,0.00037625767,0.00020365675,0.00079681043,0.00021652113],"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":[0.00046111527,0.00058315595,0.027734082,0.000049070997,0.00008032128,0.000113238115,0.00003053523,0.9042504,0.009536138,0.0003050391,0.000691356,0.056165576],"study_design_scores_gemma":[0.0000014532134,0.00001093282,0.001421972,7.904248e-7,0.0000023548876,0.0000024166893,0.0000020357706,0.99790907,0.0006010707,0.00003587997,0.000010425458,0.0000016155311],"about_ca_topic_score_codex":0.009760298,"about_ca_topic_score_gemma":0.010161396,"teacher_disagreement_score":0.009760298,"about_ca_system_score_codex":0.0005665541,"about_ca_system_score_gemma":0.0004903035,"threshold_uncertainty_score":0.019406974},"labels":[],"label_agreement":null},{"id":"W4308784194","doi":"10.1007/s11709-022-0845-x","title":"Compressive and cyclic flexural response of double-hooked-end steel fiber reinforced concrete","year":2022,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Materials science; Flexural strength; Ultimate tensile strength; Ductility (Earth science); Composite material; Fiber; Dissipation; Compressive strength; Fiber-reinforced concrete; Structural engineering","score_opus":0.006397499793545439,"score_gpt":0.19021588806854767,"score_spread":0.18381838827500224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308784194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985411,0.000053243177,0.0002702532,0.000015385081,0.0000057570664,0.000003031982,0.00007425694,0.000023575083,0.0010134432],"genre_scores_gemma":[0.9993098,0.000016980348,0.000071306364,0.000005131204,0.0000015343649,0.0000015099833,0.000042089738,0.000002799478,0.0005488236],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998567,0.000009229896,0.0000054845145,0.000028355862,0.000055994835,0.0000441867],"domain_scores_gemma":[0.99955386,0.00013009761,0.00005749344,0.00003230175,0.00014423941,0.00008190236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001266678,0.00024663674,0.00016048139,0.00042504744,0.0002585706,0.00014905649,0.00034669752,0.0003691632,0.0025959923],"category_scores_gemma":[0.00054985407,0.00014133437,0.00018132749,0.00026885298,0.0004643863,0.00020170455,0.00020007927,0.00029340107,0.00020445915],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009087257,0.0001662445,0.008366006,0.000076465294,0.000024697814,0.0004882751,0.00019746354,0.03284248,0.94475734,0.00028263184,0.00029770733,0.011592067],"study_design_scores_gemma":[0.000029665833,0.0013827335,0.18263686,0.000030969262,0.000043655757,0.0005010028,0.0006328596,0.21477927,0.59822834,0.00029218485,0.0013633282,0.00007915741],"about_ca_topic_score_codex":0.0057727457,"about_ca_topic_score_gemma":0.009150744,"teacher_disagreement_score":0.0057727457,"about_ca_system_score_codex":0.0002653697,"about_ca_system_score_gemma":0.00030567747,"threshold_uncertainty_score":0.011478305},"labels":[],"label_agreement":null},{"id":"W4309315771","doi":"10.3390/polym14224934","title":"Restrained Shrinkage of High-Performance Ready-Mix Concrete Reinforced with Low Volume Fraction of Hybrid Fibers","year":2022,"lang":"en","type":"article","venue":"Polymers","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":11,"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; New Jersey Turfgrass Association","keywords":"Shrinkage; Materials science; Fiber; Durability; Cracking; Fiber-reinforced concrete; Composite material; Volume fraction; Polypropylene; Volume (thermodynamics)","score_opus":0.005974774791995383,"score_gpt":0.19247063924186716,"score_spread":0.1864958644498718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309315771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991372,0.00007933896,0.0005319335,0.000002111974,0.0000017581566,0.0000033121235,0.00001467037,0.00000883484,0.00022080149],"genre_scores_gemma":[0.9987208,0.00006145562,0.0007721041,0.0000022209565,8.993077e-7,0.000003300762,0.000028772069,0.0000045353895,0.000405733],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998332,0.000022240507,0.000011068636,0.000025486466,0.00008260955,0.000025362735],"domain_scores_gemma":[0.99980444,0.000025472295,0.00007734056,0.000014274443,0.000037712085,0.000040800373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024096428,0.00032596927,0.00015512548,0.00037253895,0.0001232611,0.00016252922,0.00017527683,0.00018553915,0.00066480075],"category_scores_gemma":[0.00019889105,0.00014304242,0.00019590992,0.00018189928,0.00017105097,0.00027134677,0.0002042935,0.00026794046,0.00012904477],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015002866,0.000054571872,0.0012987768,0.000044282202,0.000008731208,0.00006158262,0.000023331699,0.0010285008,0.9951049,0.00003712174,0.000009950719,0.002178195],"study_design_scores_gemma":[0.000005968003,0.0010995431,0.009328799,0.000007573241,0.000018740502,0.000085450076,0.00003175178,0.002027942,0.98698145,0.000011283762,0.00039575523,0.0000058155442],"about_ca_topic_score_codex":0.0007553721,"about_ca_topic_score_gemma":0.0037368934,"teacher_disagreement_score":0.0007553721,"about_ca_system_score_codex":0.00013973996,"about_ca_system_score_gemma":0.00015757834,"threshold_uncertainty_score":0.0022239685},"labels":[],"label_agreement":null},{"id":"W4309458987","doi":"10.3390/ma15228043","title":"Impact of Polypropylene Fibers on the Mechanical and Durability Characteristics of Rubber Tire Fine Aggregate Concrete","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"","keywords":"Materials science; Shrinkage; Composite material; Polypropylene; Durability; Aggregate (composite); Ultimate tensile strength; Flexural strength; Volume fraction; Deformation (meteorology); Natural rubber; Compressive strength","score_opus":0.012496462771821521,"score_gpt":0.22784584416591966,"score_spread":0.21534938139409815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309458987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989505,0.00035734416,0.0004485908,0.000005666934,0.000003972305,0.000003799038,0.000018299073,0.0000065562854,0.00020534989],"genre_scores_gemma":[0.9989748,0.00015867551,0.0005343249,0.0000065656805,0.0000023278278,0.0000023769433,0.00002201732,0.0000040813134,0.00029470143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999421,0.00011110983,0.00004289413,0.00010586857,0.00023367142,0.000085483276],"domain_scores_gemma":[0.999406,0.00011724689,0.00026759543,0.000045086632,0.00008887898,0.00007528329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039317337,0.0005151775,0.00020840565,0.00037560292,0.00020387766,0.00030238414,0.00013295113,0.0003324128,0.0007568215],"category_scores_gemma":[0.0004852321,0.00018579036,0.00028102967,0.00014575315,0.00023865364,0.00039131162,0.00023051068,0.00027419862,0.00016344617],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002308593,0.000039208833,0.0023699382,0.000052442658,0.000020353364,0.000104286526,0.00002392951,0.00035015674,0.9940468,0.000016271933,0.000005475558,0.0027401615],"study_design_scores_gemma":[0.0000041351113,0.0014182803,0.016118888,0.000008644587,0.000054343793,0.00018412307,0.00006060043,0.0006853164,0.98101544,0.00001801556,0.00042376848,0.000008438291],"about_ca_topic_score_codex":0.0006177812,"about_ca_topic_score_gemma":0.0017487562,"teacher_disagreement_score":0.0007568215,"about_ca_system_score_codex":0.000151644,"about_ca_system_score_gemma":0.00013860638,"threshold_uncertainty_score":0.0025318265},"labels":[],"label_agreement":null},{"id":"W4309489420","doi":"10.1007/s41062-022-00997-4","title":"Development of greener lightweight aggregates from industrial waste products for use in construction composites","year":2022,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Innovative concrete reinforcement 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":"Absorption of water; Fly ash; Compressive strength; Aggregate (composite); Materials science; Blast furnace; Flue; Industrial waste; Porosity; Raw material; Waste management; Composite material; By-product; Metallurgy; Chemistry; Engineering","score_opus":0.03590454747107258,"score_gpt":0.2272007999380226,"score_spread":0.19129625246695003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309489420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9698529,0.00090709684,0.022536827,0.00009021746,0.000076346216,0.00007229597,0.00018647037,0.00033309628,0.0059447326],"genre_scores_gemma":[0.96954525,0.000534275,0.024537252,0.000040022238,0.000012169119,0.000042752617,0.00023099287,0.00007828108,0.0049790978],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998528,0.000010628622,0.000008487722,0.000025373463,0.00007025958,0.000032586107],"domain_scores_gemma":[0.9998661,0.000009147497,0.000032082957,0.000014341793,0.000046146662,0.000032230833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023224179,0.00038961016,0.00023404788,0.0005648871,0.00025004536,0.0004165074,0.00023047156,0.00037503062,0.0012796774],"category_scores_gemma":[0.0001777314,0.0001674037,0.00043309628,0.0002783686,0.00014977498,0.00037577376,0.00033282125,0.0006078282,0.0005476236],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028082926,0.00007039098,0.0002310163,0.000067793575,0.000006780764,0.00007331394,0.000028036471,0.001135009,0.9904197,0.00043331858,0.000122036,0.0073845237],"study_design_scores_gemma":[0.0000063401376,0.00017632879,0.001312848,0.000008467464,0.000015307947,0.0000698739,0.000023663466,0.0021272427,0.9919538,0.000088518034,0.004211326,0.000006357842],"about_ca_topic_score_codex":0.00052314025,"about_ca_topic_score_gemma":0.0030874456,"teacher_disagreement_score":0.0012796774,"about_ca_system_score_codex":0.00030485616,"about_ca_system_score_gemma":0.00045304943,"threshold_uncertainty_score":0.0042809844},"labels":[],"label_agreement":null},{"id":"W4309691613","doi":"10.3390/su142315510","title":"Durability and Acoustic Performance of Rubberized Concrete Containing POFA as Cement Replacement","year":2022,"lang":"en","type":"article","venue":"Sustainability","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Durability; Portland cement; Materials science; Cement; Composite material; Absorption of water; Natural rubber; Aggregate (composite); Mortar; Properties of concrete; Waste management; Types of concrete; Environmental science; Silica fume; Pulp and paper industry; Engineering","score_opus":0.006117798778150232,"score_gpt":0.22251829406955004,"score_spread":0.21640049529139982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309691613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998629,0.00043590242,0.0004909717,0.00000875194,0.000007157623,0.000003834065,0.00007833477,0.000014351038,0.00033181795],"genre_scores_gemma":[0.99801046,0.0002764892,0.00073246664,0.0000062015247,0.000002303521,0.0000054569305,0.00009058814,0.0000064843334,0.000869739],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972576,0.000029263527,0.000033111413,0.000049574275,0.00012691837,0.000035350833],"domain_scores_gemma":[0.9996449,0.00006028022,0.00011206823,0.000020916157,0.00011003834,0.000051956424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034094887,0.0003768929,0.00018702456,0.000412179,0.00013078003,0.00017705551,0.00018691047,0.00029094119,0.0010020718],"category_scores_gemma":[0.0003970452,0.0001809482,0.00024133953,0.00026985348,0.00020156131,0.00019102197,0.00021936465,0.00036728653,0.00023905787],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017378016,0.00002422189,0.0012006153,0.0000754497,0.000008689621,0.00005380584,0.00005608502,0.0010030598,0.99506384,0.000035527624,0.000024070026,0.0022809254],"study_design_scores_gemma":[0.000006303286,0.0009977071,0.013757058,0.000016873875,0.000035042893,0.00011957411,0.00010218805,0.0035933065,0.9803106,0.000023457706,0.0010160927,0.000021686867],"about_ca_topic_score_codex":0.0013911984,"about_ca_topic_score_gemma":0.004037213,"teacher_disagreement_score":0.0013911984,"about_ca_system_score_codex":0.0001696613,"about_ca_system_score_gemma":0.0001574265,"threshold_uncertainty_score":0.0033522844},"labels":[],"label_agreement":null},{"id":"W4309918433","doi":"10.1088/2053-1591/aca5ed","title":"A comprehensive study on physico-mechanical properties of non-metallic fibre reinforced SCC blended with metakaolin and alcofine","year":2022,"lang":"en","type":"article","venue":"Materials Research Express","topic":"Innovative concrete reinforcement 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 Toronto","funders":"","keywords":"Metakaolin; Materials science; Composite material; Ultimate tensile strength; Polypropylene; Flexural strength; Scanning electron microscope; Compressive strength; Glass fiber; Microstructure","score_opus":0.07084230083020546,"score_gpt":0.30711360556475603,"score_spread":0.23627130473455057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309918433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981845,0.00076492404,0.00042949533,0.000009322979,0.0000062634754,0.000009251749,0.000095840034,0.000008737056,0.0004915358],"genre_scores_gemma":[0.99757534,0.00047625133,0.00082178786,0.000010968183,0.0000028678683,0.000010072164,0.000103766135,0.000009162399,0.0009897426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998598,0.000017661905,0.000011171865,0.000026254445,0.00006369972,0.00002138],"domain_scores_gemma":[0.999816,0.000032657055,0.00006192943,0.000009340532,0.00005334187,0.000026663927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018879007,0.0002763565,0.00020328407,0.00035694783,0.00017260267,0.00020071056,0.00010670303,0.00022684234,0.0007817478],"category_scores_gemma":[0.00018700442,0.000109601766,0.00025674317,0.0002637473,0.00019273991,0.0002159632,0.00011754075,0.00032717292,0.00012928556],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039487823,0.000013330707,0.0004351987,0.000052465897,0.0000056478502,0.000028002982,0.000019791598,0.00011233039,0.99850637,0.000012946515,0.0000057788416,0.0007685912],"study_design_scores_gemma":[0.0000026515067,0.0004950278,0.012549038,0.000015676007,0.000034477667,0.00009284614,0.00008435585,0.00046369003,0.98481584,0.000015882011,0.0014205297,0.000009866388],"about_ca_topic_score_codex":0.0010164271,"about_ca_topic_score_gemma":0.003422696,"teacher_disagreement_score":0.0010164271,"about_ca_system_score_codex":0.00014575204,"about_ca_system_score_gemma":0.00012548198,"threshold_uncertainty_score":0.0026152134},"labels":[],"label_agreement":null},{"id":"W4312768969","doi":"10.1051/matecconf/202236404006","title":"Concrete substrate moisture requirements for durable concrete repairs – a field study","year":2022,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Innovative concrete reinforcement 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":"Université Laval","funders":"","keywords":"Substrate (aquarium); Moisture; Durability; Cementitious; Overlay; Materials science; Bond; Bond strength; Composite material; Structural engineering; Civil engineering; Computer science; Engineering; Cement; Geology; Adhesive","score_opus":0.029093594970994945,"score_gpt":0.26191687450062906,"score_spread":0.2328232795296341,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312768969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973569,0.0001498311,0.0014118497,0.000017487895,0.000006188427,0.000042358115,0.00006943998,0.000013091646,0.00093290076],"genre_scores_gemma":[0.99814844,0.00016955998,0.0009579418,0.0000068803424,0.000010194392,0.000018408606,0.00008137284,0.0000056646586,0.0006015062],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99916613,0.00024228441,0.00006922974,0.00021283547,0.00022238887,0.000087143075],"domain_scores_gemma":[0.99761343,0.0012498853,0.0003030509,0.0001930419,0.0005130601,0.00012761625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016212643,0.00043176053,0.00047251716,0.0005981247,0.00044735766,0.0005021893,0.0006415157,0.0008629836,0.0014852469],"category_scores_gemma":[0.0016913145,0.00026965752,0.0004871543,0.00028644307,0.00047113711,0.0008940149,0.00039954297,0.0006335386,0.00038966682],"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":[0.0022525704,0.008633804,0.05190421,0.0011822587,0.00007693422,0.0011387109,0.003036267,0.03556086,0.8391834,0.0018026452,0.0013212351,0.053907167],"study_design_scores_gemma":[0.00019220215,0.04437505,0.189061,0.0001403096,0.00020032802,0.001175413,0.0066490406,0.03398075,0.7128946,0.0011697502,0.009995405,0.00016621388],"about_ca_topic_score_codex":0.0023783285,"about_ca_topic_score_gemma":0.0031138419,"teacher_disagreement_score":0.0023783285,"about_ca_system_score_codex":0.0004940352,"about_ca_system_score_gemma":0.0003895734,"threshold_uncertainty_score":0.008574128},"labels":[],"label_agreement":null},{"id":"W4313160219","doi":"10.1080/19236026.2022.2124497","title":"Understanding the impact of adhesion on the mechanical behavior of shotcrete","year":2022,"lang":"en","type":"article","venue":"CIM Journal","topic":"Innovative concrete reinforcement 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 Toronto; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shotcrete; Adhesion; Materials science; Geotechnical engineering; Engineering; Composite material","score_opus":0.10868654694771121,"score_gpt":0.29058364371945067,"score_spread":0.18189709677173946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313160219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99269027,0.00014437179,0.005766446,0.00002804316,0.00000402983,0.0000097442635,0.000031009822,0.00001908646,0.0013069588],"genre_scores_gemma":[0.9989592,0.000091444956,0.0006053306,0.000005366836,8.9175643e-7,0.0000040000446,0.000017994016,0.0000027235878,0.000313232],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999798,0.00002126225,0.0000112394255,0.000047631478,0.00008143615,0.000040517752],"domain_scores_gemma":[0.9997029,0.00013806729,0.00006169871,0.000026317754,0.000054100423,0.000016898823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003472713,0.0003416041,0.0003420936,0.0003670256,0.00024880824,0.0007429807,0.00048564904,0.0008197926,0.0014342025],"category_scores_gemma":[0.000823771,0.00019574634,0.0002512716,0.00022251967,0.0005579702,0.0007221782,0.0004147095,0.00041383042,0.00023826485],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018037893,0.00021332258,0.024418088,0.0003473932,0.000034483033,0.00071608287,0.00045358375,0.19909753,0.74062127,0.0017709731,0.00016383173,0.03198305],"study_design_scores_gemma":[0.000017975635,0.0010129479,0.11181414,0.000055955523,0.000068313726,0.00034318195,0.0009755798,0.66638976,0.21615024,0.0011515762,0.0019515308,0.00006878566],"about_ca_topic_score_codex":0.0048462236,"about_ca_topic_score_gemma":0.005379731,"teacher_disagreement_score":0.0048462236,"about_ca_system_score_codex":0.00040164584,"about_ca_system_score_gemma":0.00036322372,"threshold_uncertainty_score":0.009635985},"labels":[],"label_agreement":null},{"id":"W4313459860","doi":"10.1016/j.istruc.2022.12.102","title":"Shear strength of post-installed connectors in thin UHPC precast walls","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":15,"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":"Queen's University","keywords":"Precast concrete; Cable gland; Breakout; Structural engineering; Spall; Materials science; Shear (geology); Slab; Composite material; Engineering; Mechanical engineering","score_opus":0.010979517680141205,"score_gpt":0.23405827140115396,"score_spread":0.22307875372101274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313459860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871767,0.000067049245,0.0004051164,0.000004259973,0.0000048224106,0.000002917674,0.00005880392,0.000017085227,0.00072218844],"genre_scores_gemma":[0.99913836,0.000031326024,0.0001594757,0.0000027194353,0.0000010925695,0.0000018816705,0.00006201838,0.0000047413455,0.0005984345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997553,0.00003358233,0.00001164117,0.00004745054,0.0000867517,0.0000652244],"domain_scores_gemma":[0.9993486,0.00017103694,0.0001357804,0.000051389874,0.00018726279,0.00010587585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004378623,0.00034957804,0.00020330462,0.00045966572,0.00020820585,0.0004149371,0.00029503307,0.00036629557,0.002484846],"category_scores_gemma":[0.00082133693,0.00031527304,0.00020789339,0.00023114232,0.0004651071,0.00023463709,0.0002746955,0.0004108638,0.0004843068],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013570321,0.00009311529,0.010713836,0.00008030891,0.000028367187,0.00028977057,0.00020679424,0.009368796,0.9707248,0.00062963844,0.00022778519,0.0062797586],"study_design_scores_gemma":[0.000021468442,0.0011863704,0.08736158,0.000039435854,0.000048553717,0.00011662983,0.0003381347,0.01316217,0.8968694,0.00012515107,0.00070513017,0.000025921705],"about_ca_topic_score_codex":0.0015498247,"about_ca_topic_score_gemma":0.002061721,"teacher_disagreement_score":0.002484846,"about_ca_system_score_codex":0.00025175765,"about_ca_system_score_gemma":0.00031023406,"threshold_uncertainty_score":0.008312702},"labels":[],"label_agreement":null},{"id":"W4313596476","doi":"10.1016/j.cscm.2023.e01831","title":"Plastic concrete mechanical properties prediction based on experimental data","year":2023,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Innovative concrete reinforcement 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":"Abbott (Canada)","funders":"Najran University","keywords":"Aggregate (composite); Silica fume; Plastic waste; Ultimate tensile strength; Cement; Environmental science; Compressive strength; Industrial waste; Superplasticizer; Materials science; Scarcity; Geotechnical engineering; Waste management; Composite material; Engineering","score_opus":0.11717971436268075,"score_gpt":0.3188508494627492,"score_spread":0.20167113510006845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313596476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9556698,0.00020324331,0.039146427,0.0000653909,0.000019950288,0.00007346076,0.0017842564,0.0005322145,0.002505375],"genre_scores_gemma":[0.98784107,0.00018693066,0.009536723,0.000011527588,0.0000030341548,0.00008629686,0.0012998465,0.000021476235,0.001013096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996773,0.000040459654,0.0000261537,0.00010775072,0.000110938716,0.00003748893],"domain_scores_gemma":[0.99936765,0.00026434666,0.00008236911,0.00010220311,0.000162693,0.000020705233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006038878,0.0008594151,0.0003995544,0.0005628134,0.00021591832,0.0004777516,0.00052642066,0.0009082625,0.0015126249],"category_scores_gemma":[0.0015656272,0.0002533307,0.00086453283,0.00060781406,0.0002820327,0.00048340537,0.00023099515,0.0005392992,0.0006905385],"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":[0.0003440195,0.0004939379,0.045391474,0.00040935853,0.00007270745,0.00039239431,0.00015986573,0.7652133,0.13196577,0.00047688506,0.00064337323,0.05443691],"study_design_scores_gemma":[0.0000079831225,0.0003280757,0.023700677,0.000023153505,0.000031911182,0.00006828715,0.0000847872,0.8960509,0.07844755,0.000293555,0.00093264104,0.000030497291],"about_ca_topic_score_codex":0.0052035614,"about_ca_topic_score_gemma":0.006984501,"teacher_disagreement_score":0.0052035614,"about_ca_system_score_codex":0.0005330503,"about_ca_system_score_gemma":0.0004914494,"threshold_uncertainty_score":0.0103465915},"labels":[],"label_agreement":null},{"id":"W4313648114","doi":"10.1177/13694332221149492","title":"Shear resistance and structural hardening resistance models for hybrid NSC-UHPC elements","year":2023,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Composite number; Hardening (computing); Shear (geology); Materials science; Diagonal; Strain hardening exponent; Ultimate tensile strength; Composite material; Engineering","score_opus":0.009134225350441687,"score_gpt":0.24719566607280918,"score_spread":0.23806144072236748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313648114","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":[0.43679848,0.0004609002,0.5458759,0.0001366021,0.000036536832,0.0000995317,0.000344047,0.00087362697,0.015374304],"genre_scores_gemma":[0.97965944,0.00017641015,0.011242737,0.000014211859,0.000010142964,0.00008048948,0.0001381715,0.00004302584,0.008635349],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998024,0.00003812945,0.000010384659,0.000048333306,0.000069392714,0.00003145219],"domain_scores_gemma":[0.99968696,0.000117645715,0.000083484105,0.000028328506,0.00006777986,0.000015686679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003172613,0.0007287484,0.00041310754,0.00088245625,0.00018668409,0.0005246941,0.0013984379,0.0013483154,0.002291545],"category_scores_gemma":[0.0007012662,0.00037658907,0.00092496,0.0003380476,0.0006050034,0.0005119111,0.00043397618,0.00038530838,0.0006890246],"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":[0.000029830615,0.000024423105,0.00064503483,0.00002190618,0.000009095264,0.000043159016,0.00003711057,0.98667425,0.0063994126,0.0017150951,0.000092958995,0.0043076575],"study_design_scores_gemma":[0.0000019481192,0.0000147168,0.0002501721,0.0000022804534,0.000003693399,0.000012631442,0.000004856789,0.998667,0.0006438013,0.00026398504,0.00013181308,0.0000031034074],"about_ca_topic_score_codex":0.0058799256,"about_ca_topic_score_gemma":0.004267574,"teacher_disagreement_score":0.0058799256,"about_ca_system_score_codex":0.0004901556,"about_ca_system_score_gemma":0.0003605921,"threshold_uncertainty_score":0.011691451},"labels":[],"label_agreement":null},{"id":"W4315864503","doi":"10.1016/j.jobe.2023.105842","title":"Chloride ion permeability of Ultra-high-performance fiber-reinforced concrete under sustained load","year":2023,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement 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":"Hydro-Québec; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Flexural strength; Structural engineering; Chloride; Composite material; Bending; Fiber-reinforced concrete; Reinforced concrete; Bending moment; Penetration (warfare); Engineering; Metallurgy","score_opus":0.01002488832541762,"score_gpt":0.22187758646216504,"score_spread":0.21185269813674742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315864503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99888283,0.00008038281,0.00030132366,0.000019020279,0.000006729677,0.0000022575157,0.00008555498,0.000025781108,0.0005960657],"genre_scores_gemma":[0.99941766,0.000022750213,0.000056742236,0.0000036832964,0.0000015429538,0.0000010444398,0.000035369983,0.000004748038,0.00045656934],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981314,0.000020545596,0.000007472284,0.000035456433,0.00006710237,0.00005631972],"domain_scores_gemma":[0.9997123,0.00007468912,0.00006147768,0.000014852281,0.0001007944,0.000035879937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002759863,0.0002104169,0.000264799,0.00029371062,0.0003638746,0.00037186727,0.0003580886,0.00040524334,0.0014044732],"category_scores_gemma":[0.00038129117,0.00017345497,0.00019872158,0.0002065345,0.00055008783,0.0006166309,0.00021458839,0.0003767808,0.00023733277],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013113434,0.00007249419,0.0030080653,0.000043355274,0.0000097511565,0.00036899335,0.00021046505,0.0022110587,0.9907026,0.00015571406,0.000119023935,0.0017869774],"study_design_scores_gemma":[0.000023576129,0.0004498099,0.0148143405,0.0000063944713,0.000022602993,0.00015966555,0.0003680587,0.018401427,0.9651439,0.00009117228,0.00049131084,0.000027800908],"about_ca_topic_score_codex":0.0047535035,"about_ca_topic_score_gemma":0.0035458698,"teacher_disagreement_score":0.0047535035,"about_ca_system_score_codex":0.00040974747,"about_ca_system_score_gemma":0.00036970872,"threshold_uncertainty_score":0.009451687},"labels":[],"label_agreement":null},{"id":"W4315866364","doi":"10.3934/matersci.2023006","title":"Modeling the flexural strength of steel fibre reinforced concrete","year":2023,"lang":"en","type":"article","venue":"AIMS Materials Science","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"","keywords":"Flexural strength; Materials science; Composite material; Ultimate tensile strength; Flexural modulus; Volume fraction; Three point flexural test; Softening; Fiber-reinforced concrete; Structural engineering; Tension (geology); Reinforced concrete; Engineering","score_opus":0.02279406191569364,"score_gpt":0.2505444670299116,"score_spread":0.22775040511421799,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315866364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9131395,0.00019523322,0.07899843,0.00005000099,0.000009469406,0.00003730536,0.00019573994,0.00019913512,0.0071751713],"genre_scores_gemma":[0.99396133,0.0000685882,0.003995418,0.000004071565,0.0000015307837,0.000019715606,0.00006112776,0.000012496532,0.0018756897],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990964,0.000014026752,0.0000049973114,0.00002429122,0.00003181801,0.000015206102],"domain_scores_gemma":[0.99989223,0.0000417965,0.000021995862,0.000013658909,0.000023033335,0.00000722352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019113948,0.00042674472,0.00018316598,0.0004130272,0.00016676675,0.00032713427,0.00077437976,0.00086029916,0.0010209652],"category_scores_gemma":[0.00040552043,0.00029910973,0.00037363567,0.00022458505,0.00023324056,0.0004241455,0.00023649813,0.00026148884,0.00030354242],"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":[0.000017611492,0.000024724353,0.0014495967,0.000014716664,0.0000071033724,0.00006304747,0.000020079797,0.97810054,0.015592974,0.0005617805,0.000027282256,0.0041204607],"study_design_scores_gemma":[0.0000013699838,0.000015610956,0.00078798004,0.0000023125015,0.0000023353732,0.000013030811,0.0000034619047,0.9960765,0.0028384586,0.00013360905,0.00012211889,0.000003296185],"about_ca_topic_score_codex":0.014504078,"about_ca_topic_score_gemma":0.010461112,"teacher_disagreement_score":0.014504078,"about_ca_system_score_codex":0.00071936875,"about_ca_system_score_gemma":0.00058360375,"threshold_uncertainty_score":0.02883929},"labels":[],"label_agreement":null},{"id":"W4317042622","doi":"10.1016/j.engstruct.2023.115617","title":"LEGO-Inspired and Digitally-Fabricated steel reinforcement cage for Ultra-High performance concrete (UHPC) beams","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"","keywords":"Rebar; Structural engineering; Reinforcement; Flexural strength; Ductility (Earth science); Cage; Materials science; Stiffness; Cracking; Reinforced concrete; Composite material; Engineering","score_opus":0.008802788329281015,"score_gpt":0.20214426082255424,"score_spread":0.19334147249327321,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317042622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90191746,0.002303512,0.06795656,0.00036104672,0.0005078467,0.000043199005,0.00038529412,0.00080847304,0.025716614],"genre_scores_gemma":[0.9676789,0.00034804802,0.02595078,0.000106236155,0.000020682504,0.000028768343,0.00013334458,0.00004832811,0.0056849774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999567,0.000004052312,0.000001076212,0.000009143014,0.000018952102,0.000010004968],"domain_scores_gemma":[0.9999541,0.000005393886,0.000013381902,0.000005847525,0.000008945019,0.000012310938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006459812,0.0001715246,0.00013157832,0.0001444782,0.00009015375,0.00018440245,0.0003131196,0.0003380028,0.0013187628],"category_scores_gemma":[0.000072990006,0.000078249104,0.00016110233,0.00008806008,0.00021491048,0.00018575208,0.00023362093,0.00020484217,0.00044407632],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005288598,0.000034212255,0.00018297389,0.00010670096,0.000009596101,0.0001400594,0.000020162815,0.0029968894,0.98405325,0.004445287,0.0006846902,0.0072732726],"study_design_scores_gemma":[0.00005814388,0.0006608838,0.0033242165,0.000034058026,0.000030509684,0.00034232228,0.000042782427,0.04578696,0.9162283,0.0009932516,0.032441106,0.000057521316],"about_ca_topic_score_codex":0.00017003981,"about_ca_topic_score_gemma":0.0005550756,"teacher_disagreement_score":0.0013187628,"about_ca_system_score_codex":0.0002258313,"about_ca_system_score_gemma":0.00011099238,"threshold_uncertainty_score":0.004411638},"labels":[],"label_agreement":null},{"id":"W4318561947","doi":"10.1016/j.cemconcomp.2023.104957","title":"Effect of nano-SiO2 on fiber–matrix bond in ultra-high-performance concrete as partial substitution of silica flour","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":50,"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 the Interior and Safety; Ministry of Science, ICT and Future Planning","keywords":"Materials science; Nano-; Bond strength; Composite material; Fiber; Pozzolan; Sphere packing; Matrix (chemical analysis); Compressive strength; Cement; Layer (electronics); Adhesive","score_opus":0.006887409889369824,"score_gpt":0.23375714367215003,"score_spread":0.22686973378278022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318561947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999116,0.00017663761,0.00015842242,0.000008655441,0.00001437101,0.000004624603,0.00002577734,0.000012272813,0.00048306116],"genre_scores_gemma":[0.9991947,0.0001024437,0.00020290239,0.000009577719,0.0000042741085,0.0000026214482,0.0000202562,0.0000059836057,0.00045728704],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998908,0.000019279854,0.000009348219,0.000027837707,0.000025902818,0.000026858921],"domain_scores_gemma":[0.99977165,0.00007185689,0.00004650628,0.000014525204,0.00003097936,0.00006446164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021024022,0.00026081083,0.00016964578,0.000099471115,0.00016075921,0.00019360006,0.00021852295,0.0002492855,0.0025478338],"category_scores_gemma":[0.0002734551,0.00019896959,0.00019218645,0.00011040126,0.00028338848,0.00027923915,0.000126978,0.00037165216,0.00027571645],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009473132,0.00008123384,0.00023709067,0.00006839219,0.000017348628,0.00006515991,0.000047879905,0.0003247501,0.9970356,0.00007907022,0.000033240267,0.0010630131],"study_design_scores_gemma":[0.000017373452,0.0004459145,0.0013348323,0.0000027992705,0.000016334208,0.000017997161,0.00003178386,0.000918349,0.9969285,0.000010042122,0.0002697748,0.000006360132],"about_ca_topic_score_codex":0.00096478284,"about_ca_topic_score_gemma":0.0019593728,"teacher_disagreement_score":0.0025478338,"about_ca_system_score_codex":0.00012474017,"about_ca_system_score_gemma":0.00018653872,"threshold_uncertainty_score":0.008523345},"labels":[],"label_agreement":null},{"id":"W4319301526","doi":"10.1016/j.conbuildmat.2023.130576","title":"On the utilization of rice husk ash in high-performance fiber reinforced concrete (HPFRC) to reduce silica fume content","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"University of British Columbia","funders":"","keywords":"Materials science; Flexural strength; Silica fume; Husk; Compressive strength; Composite material; Durability; Sorptivity; Fiber; Ultimate tensile strength; Cement; Toughness; Fly ash; Properties of concrete; Superplasticizer","score_opus":0.03661271588634122,"score_gpt":0.24887805282262396,"score_spread":0.21226533693628274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319301526","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963058,0.00093406596,0.0017615919,0.000030324842,0.0000148883155,0.000011058402,0.000023858305,0.000014624555,0.0009037823],"genre_scores_gemma":[0.9962496,0.00096972537,0.0016543076,0.000012882132,0.000003888978,0.000004903552,0.000028413258,0.0000049812993,0.0010712437],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992824,0.0000085623815,0.0000041149497,0.000016280746,0.000025501677,0.000017204358],"domain_scores_gemma":[0.99995565,0.00000697139,0.000011775238,0.0000034638222,0.000016522765,0.0000055864007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011608781,0.00022742209,0.00017094107,0.00018195168,0.0001580923,0.00018141707,0.00022048208,0.00019636887,0.00037066918],"category_scores_gemma":[0.00007638982,0.0000965468,0.00033448517,0.00015889159,0.00018430999,0.0001926802,0.00012844066,0.00018714693,0.000093835246],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019723218,0.00011445018,0.0004931809,0.00017237022,0.000014585566,0.000066139444,0.000030268116,0.000841857,0.99086094,0.00018916419,0.000047445585,0.0069724573],"study_design_scores_gemma":[0.000008834941,0.00038586473,0.0023604438,0.0000074902046,0.000042680324,0.000034479825,0.00003967926,0.0040700943,0.99212414,0.000027900996,0.0008915463,0.0000067096503],"about_ca_topic_score_codex":0.0032594784,"about_ca_topic_score_gemma":0.0063998993,"teacher_disagreement_score":0.0032594784,"about_ca_system_score_codex":0.00017806287,"about_ca_system_score_gemma":0.00029643773,"threshold_uncertainty_score":0.006480992},"labels":[],"label_agreement":null},{"id":"W4319318926","doi":"10.3390/app13042033","title":"Application of Machine Learning to Predict the Mechanical Characteristics of Concrete Containing Recycled Plastic-Based Materials","year":2023,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":41,"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":"Polyethylene terephthalate; Materials science; Composite material; Bottle; Fiber; Structural engineering; Engineering","score_opus":0.01630436640845895,"score_gpt":0.24177365422619224,"score_spread":0.2254692878177333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319318926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54281557,0.0006248098,0.45217994,0.00020673384,0.00011950787,0.000086570915,0.00023118881,0.0012528307,0.0024827742],"genre_scores_gemma":[0.9742478,0.00011976801,0.02457642,0.000024890112,0.000015341859,0.0000393507,0.00015579439,0.000010021274,0.00081048906],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981767,0.00004278122,0.0000142976705,0.000053634907,0.000043817472,0.000027771026],"domain_scores_gemma":[0.99930406,0.0003805194,0.00009661857,0.00003690354,0.00015778333,0.000024044299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005647199,0.00094812113,0.0004224398,0.00087411364,0.00018650047,0.00038079082,0.00043771043,0.00072327774,0.00061558455],"category_scores_gemma":[0.0016811586,0.00023714955,0.0004300831,0.00040396187,0.00018977259,0.00044987537,0.00027278406,0.00047598567,0.0002574722],"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":[0.00013959408,0.00022930015,0.010663264,0.000054445587,0.00007263245,0.00010255484,0.000040400108,0.8529352,0.00872937,0.00023867605,0.00034552254,0.12644908],"study_design_scores_gemma":[0.0000010556734,0.000019779187,0.00077940203,0.0000021651035,0.0000028853888,0.000005352462,0.00000393836,0.99805343,0.0010024733,0.00008409261,0.000042926837,0.000002496505],"about_ca_topic_score_codex":0.003926354,"about_ca_topic_score_gemma":0.0033383933,"teacher_disagreement_score":0.003926354,"about_ca_system_score_codex":0.00037705625,"about_ca_system_score_gemma":0.00041678225,"threshold_uncertainty_score":0.0078070164},"labels":[],"label_agreement":null},{"id":"W4320169812","doi":"10.1061/ppscfx.sceng-1219","title":"Influence of Fiber Type on the Performance of Reinforced Concrete Beams Made of Waste Aggregates: Experimental, Numerical, and Cost Analyses","year":2023,"lang":"en","type":"article","venue":"Practice Periodical on Structural Design and Construction","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"","keywords":"Materials science; Flexural strength; Ductility (Earth science); Bending; Composite material; Beam (structure); Stiffness; Polypropylene; Aggregate (composite); Structural engineering; Deformation (meteorology); Shear (geology); Reinforced concrete; Load bearing; Ultimate load; Finite element method; Creep","score_opus":0.035791770120486635,"score_gpt":0.3009183516968676,"score_spread":0.26512658157638097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320169812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991173,0.000085343934,0.00055693765,0.0000034900258,0.0000014699746,0.0000041361645,0.00004030128,0.0000061759474,0.0001849818],"genre_scores_gemma":[0.9986525,0.000103384526,0.0009823467,0.0000024774486,0.0000015911019,0.0000062143326,0.000042731117,0.0000036076929,0.00020517138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997255,0.00004331216,0.000019373298,0.000033963246,0.00014205764,0.000035730027],"domain_scores_gemma":[0.9992674,0.00033158835,0.00017029146,0.000053267417,0.00015502672,0.00002239762],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004557445,0.00036348405,0.00023081263,0.00051186595,0.0001621659,0.00016456601,0.0002522964,0.00032067805,0.0005643382],"category_scores_gemma":[0.0006421011,0.00018875912,0.00032518958,0.00039782037,0.00023822623,0.0003049466,0.00015574665,0.0001358638,0.00008403642],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054639793,0.0002082377,0.0117181875,0.00017848327,0.000028699242,0.00018759427,0.00007871407,0.030604774,0.9448861,0.00009077247,0.000053647924,0.011418318],"study_design_scores_gemma":[0.000010649682,0.0016856579,0.04661168,0.000009074066,0.00008976236,0.00010629344,0.00008810136,0.03943494,0.9115611,0.000039366703,0.0003366434,0.000026769085],"about_ca_topic_score_codex":0.0010058284,"about_ca_topic_score_gemma":0.0026633255,"teacher_disagreement_score":0.0010058284,"about_ca_system_score_codex":0.00023949452,"about_ca_system_score_gemma":0.00009980766,"threshold_uncertainty_score":0.0024101734},"labels":[],"label_agreement":null},{"id":"W4320733398","doi":"10.1617/s11527-023-02116-w","title":"Containment of internal expansion caused by alkali-aggregate reaction with ultra-high performance fiber reinforced concrete","year":2023,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Shrinkage; Materials science; Ultimate tensile strength; Composite material; Formwork; Expansion joint; Aggregate (composite); Rebar; Fiber; Fiber-reinforced concrete; Solid mechanics; Structural engineering; Engineering","score_opus":0.0062494681824872104,"score_gpt":0.20164911259696705,"score_spread":0.19539964441447985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320733398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986224,0.00009142512,0.00057009986,0.0000071938107,0.0000044847466,0.0000022383108,0.0000076280403,0.00002449884,0.00067004305],"genre_scores_gemma":[0.9995338,0.000022050723,0.00010651949,0.0000016807564,0.000001561454,8.081734e-7,0.000009338387,0.0000027499193,0.00032159383],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988747,0.0000149927955,0.0000039406896,0.000016157488,0.000035621695,0.000041839092],"domain_scores_gemma":[0.99984074,0.000042358282,0.000048904687,0.000012891274,0.000023572946,0.000031518197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001741178,0.0002173632,0.0001681168,0.00014815103,0.00018375214,0.00019542727,0.00023157532,0.00018077022,0.0011271391],"category_scores_gemma":[0.00017429903,0.000093828356,0.00015040612,0.00010374691,0.00045136787,0.00025310667,0.00023011213,0.0002546597,0.00011993915],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006895741,0.000040938874,0.0009080768,0.00003145659,0.0000056493027,0.00015443038,0.00006116838,0.0012929165,0.99465406,0.00032859578,0.000036205274,0.0017968051],"study_design_scores_gemma":[0.000009834297,0.00020050844,0.0031014702,0.0000017260576,0.000010265957,0.000033518,0.000024352215,0.004445686,0.99193597,0.000023433551,0.00020896099,0.0000042161264],"about_ca_topic_score_codex":0.0012204279,"about_ca_topic_score_gemma":0.0011942788,"teacher_disagreement_score":0.0012204279,"about_ca_system_score_codex":0.0002159799,"about_ca_system_score_gemma":0.00025211342,"threshold_uncertainty_score":0.003770709},"labels":[],"label_agreement":null},{"id":"W4321375443","doi":"10.3390/polym15041013","title":"Effect of Cementitious Capillary Crystalline Waterproofing Materials on the Mechanical and Impermeability Properties of Engineered Cementitious Composites with Microscopic Analysis","year":2023,"lang":"en","type":"article","venue":"Polymers","topic":"Innovative concrete reinforcement 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":"Hubei University; Hubei University of Technology","keywords":"Materials science; Ultimate tensile strength; Waterproofing; Composite material; Cementitious; Flexural strength; Durability; Compressive strength; Cement","score_opus":0.006672960557242157,"score_gpt":0.19769081052865328,"score_spread":0.19101784997141114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321375443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974235,0.00058776606,0.0013451066,0.000011802856,0.000008219613,0.000010738559,0.000050023664,0.00002860755,0.0005343063],"genre_scores_gemma":[0.99638236,0.00039719275,0.0024277521,0.000018111821,0.0000028627726,0.000013151774,0.00005800196,0.000014567338,0.0006859833],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998754,0.000014762794,0.000011648677,0.000030262412,0.000050751103,0.000017134093],"domain_scores_gemma":[0.999777,0.000049360086,0.00007782038,0.000016812191,0.00005291223,0.000026134217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001614668,0.00040176013,0.00010258901,0.00026662552,0.00009932127,0.00012854346,0.00009359816,0.00016553499,0.00045136438],"category_scores_gemma":[0.00029235287,0.00016849361,0.00017518143,0.00016555282,0.00016411503,0.00021662479,0.0000996554,0.00025133532,0.000054431774],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026339952,0.000007597367,0.00024015541,0.000033572054,0.000003011471,0.0000162124,0.000013468498,0.00011116716,0.9983644,0.00001708754,0.00000912098,0.0011579201],"study_design_scores_gemma":[0.0000016106399,0.000102109385,0.0031525283,0.0000029777498,0.000010175985,0.000026463105,0.000011748903,0.00045709475,0.99582374,0.000006407994,0.00040116478,0.000003838401],"about_ca_topic_score_codex":0.0010671766,"about_ca_topic_score_gemma":0.003797496,"teacher_disagreement_score":0.0010671766,"about_ca_system_score_codex":0.00015640086,"about_ca_system_score_gemma":0.00011420577,"threshold_uncertainty_score":0.0021219254},"labels":[],"label_agreement":null},{"id":"W4323041777","doi":"10.18280/mmep.100112","title":"Optimization of Hollow Core Slab Strength Based on SFRC Orientation","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Innovative concrete reinforcement 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":"Slab; Core (optical fiber); Materials science; Orientation (vector space); Structural engineering; Composite material; Geometry; Engineering; Mathematics","score_opus":0.03136225946074926,"score_gpt":0.22282740550033206,"score_spread":0.1914651460395828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323041777","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96239245,0.0003347346,0.031452067,0.000023070994,0.000012396827,0.000028051343,0.00006819166,0.0001492981,0.0055396403],"genre_scores_gemma":[0.98961484,0.000112442794,0.009688149,0.0000058346436,0.0000017314593,0.000008567534,0.000043986813,0.000019851686,0.00050454296],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998338,0.000014929499,0.0000092213095,0.000031327985,0.000069562535,0.000041112526],"domain_scores_gemma":[0.9997545,0.000022751978,0.00009579215,0.00001404835,0.00008015076,0.00003271801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002439561,0.00065523223,0.00027320336,0.00073717633,0.00013297434,0.0003496952,0.00032483108,0.0002831808,0.0011666585],"category_scores_gemma":[0.00034002538,0.00018991668,0.00028778132,0.0003635478,0.00021746625,0.0002781105,0.00026882274,0.00017644944,0.00035399297],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023686317,0.00018761578,0.007839117,0.0002117873,0.000030564028,0.00019261635,0.000075490454,0.068390034,0.8807014,0.00087506557,0.00027937425,0.040980052],"study_design_scores_gemma":[0.000071260794,0.0020199872,0.04343249,0.000070233524,0.00021810047,0.00043503667,0.00037096423,0.16865084,0.7787166,0.0005995798,0.005347579,0.00006734982],"about_ca_topic_score_codex":0.0014379381,"about_ca_topic_score_gemma":0.0035471339,"teacher_disagreement_score":0.0014379381,"about_ca_system_score_codex":0.00028123122,"about_ca_system_score_gemma":0.0005141498,"threshold_uncertainty_score":0.0039029121},"labels":[],"label_agreement":null},{"id":"W4328106142","doi":"10.18280/acsm.470105","title":"Crack Pattern of Lightweight Concrete under Compression and Tensile Test","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":15,"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":"Universitas Hasanuddin","keywords":"Structural engineering; Ultimate tensile strength; Compression (physics); Materials science; Compression test; Tensile testing; Test (biology); Composite material; Forensic engineering; Engineering; Geology","score_opus":0.030037073582171937,"score_gpt":0.26237407728310963,"score_spread":0.23233700370093768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4328106142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962496,0.00017723959,0.0017489833,0.0000137213565,0.00001046592,0.000021281481,0.00026868173,0.000032659762,0.001477415],"genre_scores_gemma":[0.99450207,0.0001352195,0.0020179641,0.000013842921,0.0000046845744,0.000018101242,0.00037208968,0.000009700121,0.0029262307],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996848,0.000014269495,0.000022905486,0.000058805428,0.00018031531,0.00003893093],"domain_scores_gemma":[0.99900335,0.00014408327,0.0002004502,0.000056936464,0.00046210006,0.00013311248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019659517,0.00024693296,0.00013403464,0.00066512206,0.00020525864,0.00011225143,0.00014389305,0.00036170104,0.0026150506],"category_scores_gemma":[0.0004370737,0.00015139,0.00017609482,0.00029670578,0.0002206882,0.00019623914,0.00022614136,0.00031401168,0.0002690448],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059777663,0.000017894365,0.0055341013,0.000028914115,0.000004777939,0.00018420405,0.00016216064,0.00014129665,0.9915141,0.000039357936,0.000040035804,0.0022734008],"study_design_scores_gemma":[0.000009803933,0.001031819,0.24488908,0.000027901122,0.000038343453,0.0008530816,0.0006311074,0.0026825455,0.74849516,0.00008726258,0.0012128106,0.000041061616],"about_ca_topic_score_codex":0.0010519886,"about_ca_topic_score_gemma":0.0034528752,"teacher_disagreement_score":0.0026150506,"about_ca_system_score_codex":0.00008683668,"about_ca_system_score_gemma":0.00010240917,"threshold_uncertainty_score":0.008748233},"labels":[],"label_agreement":null},{"id":"W4360604932","doi":"10.1139/cjce-2022-0268","title":"Promoting substitute aggregate system for the environmental-friendly geopolymer paver applications","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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; Geopolymer; Environmentally friendly; Aggregate (composite); Laterite; Compressive strength; Metakaolin; Portland cement; Cement; Environmental science; Materials science; Waste management; Composite material; Metallurgy; Engineering","score_opus":0.007736623761900695,"score_gpt":0.1831705235621084,"score_spread":0.17543389980020768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360604932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99153745,0.0009102116,0.005630426,0.000029988656,0.000024972676,0.000026087091,0.0000789912,0.00006708961,0.0016947777],"genre_scores_gemma":[0.99480754,0.00041777836,0.0037003034,0.000010033151,0.0000042163847,0.0000095168225,0.00004269051,0.000009010898,0.0009989343],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999087,0.000011564763,0.000006819716,0.00002092858,0.00003140464,0.00002066961],"domain_scores_gemma":[0.99991655,0.000007861059,0.00003141396,0.0000064836886,0.000021317564,0.000016346801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009594574,0.00043180992,0.00017771989,0.00032032546,0.00014509157,0.00026757465,0.00017877447,0.00022462766,0.0011167874],"category_scores_gemma":[0.0001181532,0.000104995954,0.0001601002,0.00022388293,0.00012005287,0.00031279438,0.00023031318,0.0002986242,0.000245779],"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":[0.0000360331,0.000023835126,0.00027550774,0.00007975621,0.0000043946643,0.000059499547,0.000012707509,0.00030809795,0.99637115,0.00011994825,0.000021051002,0.0026880985],"study_design_scores_gemma":[0.0000029030336,0.00022787086,0.0016538567,0.0000073118804,0.000019726533,0.00011121108,0.000027824919,0.0011817518,0.99420303,0.000027442587,0.0025322328,0.0000049883242],"about_ca_topic_score_codex":0.00073523255,"about_ca_topic_score_gemma":0.0039954344,"teacher_disagreement_score":0.0011167874,"about_ca_system_score_codex":0.00016601029,"about_ca_system_score_gemma":0.0002221294,"threshold_uncertainty_score":0.0037360191},"labels":[],"label_agreement":null},{"id":"W4362471738","doi":"10.1016/j.cemconcomp.2023.105055","title":"Optimization of fiber aspect ratio for 90 MPa strain-hardening geopolymer composites (SHGC) with a tensile strain capacity over 7.5%","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Ultimate tensile strength; Strain hardening exponent; Aspect ratio (aeronautics); Compressive strength; Geopolymer; Fiber","score_opus":0.017756050993369604,"score_gpt":0.22160786453137457,"score_spread":0.20385181353800497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362471738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940228,0.0005686309,0.0033106054,0.000022704296,0.000016726815,0.000032193602,0.000116574774,0.00007660873,0.0018332625],"genre_scores_gemma":[0.99450654,0.000288899,0.004476352,0.000008729803,0.00000435218,0.000027707561,0.00010579915,0.00003147887,0.0005501333],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998815,0.000010627467,0.000008400686,0.000034418612,0.0000386408,0.00002647944],"domain_scores_gemma":[0.9998652,0.000023884471,0.000049415165,0.000006776993,0.00003394885,0.000020677484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019863652,0.0005728757,0.00021270433,0.00034091392,0.00021136578,0.0002886557,0.00019945318,0.00027711186,0.0013168324],"category_scores_gemma":[0.00025947447,0.00018316579,0.00020071937,0.0003539147,0.00011007519,0.0002944073,0.00012470734,0.00024321175,0.00042084008],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013759003,0.00007569065,0.00032707173,0.000069760295,0.000005368399,0.00003486716,0.000019568724,0.0015106187,0.9944693,0.000088661975,0.000050175106,0.0032112985],"study_design_scores_gemma":[0.000013828378,0.00035443244,0.0021568416,0.0000057496845,0.000019372459,0.00002535736,0.000022154341,0.0036792704,0.9928387,0.000019009143,0.00085557095,0.000009767307],"about_ca_topic_score_codex":0.0009774691,"about_ca_topic_score_gemma":0.0044508064,"teacher_disagreement_score":0.0013168324,"about_ca_system_score_codex":0.00027790826,"about_ca_system_score_gemma":0.00033708502,"threshold_uncertainty_score":0.00440526},"labels":[],"label_agreement":null},{"id":"W4363673503","doi":"10.22214/ijraset.2023.50216","title":"An Experimental Approach for the Study on Mechanical Properties of M30 Grade Concrete when the Steel Fibers are Induced","year":2023,"lang":"en","type":"article","venue":"International Journal for Research in Applied Science and Engineering Technology","topic":"Innovative concrete reinforcement 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":"Nova Scotia Research and Innovation Trust","funders":"","keywords":"Ultimate tensile strength; Materials science; Compressive strength; Composite material; Compression (physics); Fiber-reinforced concrete; Tension (geology); Properties of concrete; Fiber; Reinforced concrete; Volume fraction; Structural engineering; Engineering","score_opus":0.1673039721946127,"score_gpt":0.3894114743159187,"score_spread":0.222107502121306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4363673503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.985399,0.00020775461,0.010179186,0.000030177263,0.000060115362,0.00021408878,0.0005937781,0.0000806072,0.003235355],"genre_scores_gemma":[0.9838185,0.000238327,0.010259182,0.000029013243,0.000014778039,0.00032796725,0.0005203262,0.000020510859,0.0047713974],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963725,0.000027857837,0.0000251172,0.000056108576,0.00020716379,0.00004646408],"domain_scores_gemma":[0.9995191,0.00007355912,0.000121026016,0.0000922653,0.0001408059,0.00005316308],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032040486,0.0005328112,0.00016469095,0.0003905659,0.00035810465,0.00013273237,0.00025939036,0.0005423064,0.004882824],"category_scores_gemma":[0.00025308374,0.00019252374,0.0002997012,0.00025848925,0.00037324918,0.00021779076,0.00029393446,0.0007050265,0.0006228791],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004450156,0.00018965117,0.00032983613,0.000027639446,0.0000014866893,0.000024265302,0.0000318688,0.00011103009,0.9984818,0.000047011443,0.000017330189,0.00069369195],"study_design_scores_gemma":[0.000012169309,0.004374224,0.010117083,0.000009524966,0.000010880446,0.00010970704,0.000106193285,0.00056324387,0.98304397,0.000053922788,0.0015888242,0.000010240425],"about_ca_topic_score_codex":0.00038788302,"about_ca_topic_score_gemma":0.00090381654,"teacher_disagreement_score":0.004882824,"about_ca_system_score_codex":0.00015068059,"about_ca_system_score_gemma":0.00021822208,"threshold_uncertainty_score":0.016334653},"labels":[],"label_agreement":null},{"id":"W4364369906","doi":"10.1016/j.istruc.2023.03.104","title":"Effect of UHPC jacketing on the shear and flexural behaviour of high-strength concrete beams","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":28,"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":"Flexural strength; Materials science; Structural engineering; Ductility (Earth science); Shear (geology); Ultimate tensile strength; Composite material; Compressive strength; Toughness; Three point flexural test; Stiffness; Engineering; Creep","score_opus":0.007858915335910963,"score_gpt":0.23841841190484975,"score_spread":0.2305594965689388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4364369906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99903524,0.000049418526,0.00029050533,0.000008103787,0.000010492482,0.0000023077032,0.000020170775,0.00002569988,0.0005581094],"genre_scores_gemma":[0.99868995,0.000028135106,0.00019707055,0.000011372783,0.0000035169805,0.0000019510048,0.00002396508,0.000013604068,0.0010302619],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968076,0.000072917,0.000015753865,0.000037914513,0.00007404253,0.000118726544],"domain_scores_gemma":[0.9984913,0.00084385194,0.00019581395,0.0000934033,0.00018335399,0.00019236363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032159133,0.00033616688,0.00029291617,0.0002578923,0.0003528257,0.00035151097,0.00031527304,0.000600417,0.005738756],"category_scores_gemma":[0.0013096818,0.00032182934,0.00019436376,0.0002643341,0.0005476126,0.00043487543,0.00031293905,0.00045780838,0.0005162949],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010836449,0.00039566544,0.0029785843,0.00015364325,0.000030663778,0.0006645296,0.00019237175,0.00730923,0.96966314,0.00017415492,0.00024162118,0.007360023],"study_design_scores_gemma":[0.000047173646,0.0019533283,0.013042402,0.000013561828,0.00004137282,0.00013365425,0.000212463,0.005447644,0.97851014,0.000023844917,0.0005533231,0.000021109052],"about_ca_topic_score_codex":0.0012414273,"about_ca_topic_score_gemma":0.0014127021,"teacher_disagreement_score":0.005738756,"about_ca_system_score_codex":0.00018282679,"about_ca_system_score_gemma":0.00021652652,"threshold_uncertainty_score":0.01919806},"labels":[],"label_agreement":null},{"id":"W4366492319","doi":"10.11159/icsect23.131","title":"Electrical and Thermal Properties of Wollastonitebased Inorganic Phosphate Cement Modified with Fibres and Recycled Rubber Aggregates","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Petroleum Technology Development Fund","keywords":"Materials science; Composite material; Cement; Electrical resistivity and conductivity; Wollastonite; Polypropylene; Natural rubber; Curing (chemistry); Inert","score_opus":0.006045762299176597,"score_gpt":0.165426684015165,"score_spread":0.1593809217159884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366492319","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998569,0.00042495612,0.0005933678,0.000011323012,0.000008493316,0.0000031481334,0.000067880304,0.000010965621,0.00031075126],"genre_scores_gemma":[0.9981463,0.00028029093,0.00075087656,0.000008352443,0.0000016430818,0.00000490966,0.00008306342,0.000008198167,0.0007162608],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99988484,0.0000143952275,0.000010084415,0.000023343446,0.000050412178,0.000016895337],"domain_scores_gemma":[0.99981886,0.00004557544,0.000050520888,0.000011105611,0.000054593085,0.00001934872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017429188,0.00026878045,0.00013881642,0.00023488353,0.000092388975,0.00019662778,0.00013823484,0.00026627115,0.00061406795],"category_scores_gemma":[0.0003310554,0.00017719872,0.00018621353,0.00031392995,0.00019952889,0.0002576463,0.00010590183,0.00032784144,0.00012601653],"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":[0.00007206548,0.00000941952,0.0004312573,0.000047257276,0.000006042151,0.000052137515,0.000029705841,0.00043035447,0.99768615,0.00003727824,0.000015196602,0.0011830145],"study_design_scores_gemma":[0.0000036441463,0.00019781652,0.0059625944,0.0000062014797,0.00001861348,0.0000707657,0.000044834436,0.0017346083,0.9914273,0.000014726821,0.0005100615,0.00000890061],"about_ca_topic_score_codex":0.00057651394,"about_ca_topic_score_gemma":0.0015364885,"teacher_disagreement_score":0.00061406795,"about_ca_system_score_codex":0.00013139639,"about_ca_system_score_gemma":0.000082828075,"threshold_uncertainty_score":0.002054274},"labels":[],"label_agreement":null},{"id":"W4367297355","doi":"10.1016/j.engstruct.2023.116182","title":"Performance of Stalite lightweight SCC beam-column joints under reversed cyclic loading","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Brittleness; Ductility (Earth science); Materials science; Dissipation; Aggregate (composite); Composite material; Flexural strength; Beam (structure); Structural engineering; Joint (building); Failure mode and effects analysis; Shear (geology); Deformation (meteorology); Creep; Engineering","score_opus":0.009451208297012813,"score_gpt":0.2084614539373968,"score_spread":0.19901024564038397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367297355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990792,0.000058202557,0.00018157407,0.000005636881,0.0000052642918,0.0000028154623,0.00007896991,0.000036276357,0.00055205595],"genre_scores_gemma":[0.99858993,0.000026037227,0.0001957881,0.0000042439106,0.0000012233471,0.0000026636856,0.00008076205,0.000008761252,0.001090643],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969137,0.000023510807,0.000017119932,0.000044578417,0.00012956573,0.0000938455],"domain_scores_gemma":[0.9994184,0.00011842787,0.000110543035,0.000056686997,0.000191018,0.00010502178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000275075,0.00041347888,0.0002810267,0.00044231163,0.00030621156,0.0002626434,0.00043099193,0.00044659455,0.004591448],"category_scores_gemma":[0.0006264816,0.00022843457,0.00019287596,0.00040423032,0.00049874955,0.0002858118,0.00028420697,0.00026986585,0.0006765034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018566899,0.00008549901,0.001450716,0.00010158275,0.000017026248,0.000109382745,0.00018098051,0.0049681226,0.9855021,0.00009395513,0.0002367747,0.005397176],"study_design_scores_gemma":[0.000027831982,0.0018501214,0.012462022,0.000010848989,0.00003488287,0.00005759968,0.00017952849,0.010070176,0.97462213,0.000024487474,0.0006336149,0.000026677659],"about_ca_topic_score_codex":0.0037183207,"about_ca_topic_score_gemma":0.0071095405,"teacher_disagreement_score":0.004591448,"about_ca_system_score_codex":0.00027858498,"about_ca_system_score_gemma":0.00052353786,"threshold_uncertainty_score":0.015359879},"labels":[],"label_agreement":null},{"id":"W4367365840","doi":"10.1016/j.conbuildmat.2023.131464","title":"Self-healing capacity of ultra-rapid-hardening fiber-reinforced cementitious composites under tension","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"National Research Foundation of Korea; Ministry of Science, ICT and Future Planning","keywords":"Materials science; Composite material; Ultimate tensile strength; Scanning electron microscope; Hardening (computing); Strain hardening exponent; Volume fraction; Fiber; Tensile testing; Cementitious; Self-healing; Polyethylene; Cement","score_opus":0.01703206433442223,"score_gpt":0.22732828613289852,"score_spread":0.2102962217984763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367365840","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987943,0.00026226006,0.0003300621,0.00000829787,0.00001027584,0.0000031976774,0.000047474918,0.000020642954,0.0005234687],"genre_scores_gemma":[0.9992899,0.00006525717,0.00012165593,0.0000044638496,0.0000028817647,0.0000030693227,0.00004107237,0.000006303856,0.0004653668],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978167,0.000023049708,0.000013091536,0.000038200797,0.000076863435,0.00006709476],"domain_scores_gemma":[0.99945587,0.0001683932,0.00013436249,0.0000402646,0.000116405754,0.00008466446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034408557,0.00027914863,0.000189862,0.00039715727,0.00021822106,0.00018584191,0.00020919602,0.0002890688,0.0020329123],"category_scores_gemma":[0.00047145874,0.00019883568,0.00021327846,0.0002638982,0.00029753605,0.00043697914,0.00016307052,0.00044823758,0.00023596971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030530506,0.000037372865,0.00037307627,0.0000473119,0.00000732952,0.000057696456,0.00010449661,0.000726187,0.9965919,0.00012599998,0.000045540175,0.0015777006],"study_design_scores_gemma":[0.000008376452,0.000250117,0.0036516413,0.0000046899895,0.000015795102,0.000042896452,0.00006205608,0.0036167076,0.9920007,0.0000352754,0.00029994754,0.000011746658],"about_ca_topic_score_codex":0.00089015544,"about_ca_topic_score_gemma":0.00139483,"teacher_disagreement_score":0.0020329123,"about_ca_system_score_codex":0.00014582461,"about_ca_system_score_gemma":0.00020834188,"threshold_uncertainty_score":0.0068007708},"labels":[],"label_agreement":null},{"id":"W4367604386","doi":"10.1016/j.leukres.2023.107164","title":"Topic: AS03-Health Economics &amp; Outcome Research/AS03a-Cost of care: ARE WE READY TO PERFORM NGS FOR ALL MDS PATIENTS ?","year":2023,"lang":"en","type":"article","venue":"Leukemia Research","topic":"Innovative concrete reinforcement 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":"Ontario Institute for Cancer Research","funders":"","keywords":"Slab; Materials science; Polypropylene; Aggregate (composite); Ductility (Earth science); Mortar; Composite material; Deformation (meteorology); Structural engineering; Stiffness; Load bearing; Compressive strength; Building material; Engineering","score_opus":0.2964000057462181,"score_gpt":0.45964660385170747,"score_spread":0.16324659810548936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367604386","genre_codex":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002846881,0.019643277,0.00057197164,0.84026027,0.058246154,0.00042405844,0.0046362034,0.00014226425,0.07322901],"genre_scores_gemma":[0.047247708,0.08446544,0.007136868,0.42942306,0.2353084,0.0018108684,0.0140171815,0.0005658705,0.18002455],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9943347,0.0019849099,0.0006671023,0.0002706849,0.0020598215,0.00068282377],"domain_scores_gemma":[0.9473027,0.012968339,0.0047369488,0.0010239877,0.022082232,0.01188578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.013722024,0.00047289976,0.0010556943,0.0017571386,0.0012845846,0.0066775256,0.0014205546,0.008057467,0.10436727],"category_scores_gemma":[0.033701565,0.00024003585,0.0013854674,0.0022719447,0.0011358275,0.0028154335,0.002010478,0.003462038,0.029728293],"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":[0.00007229934,0.00010266336,0.0011102557,0.0004301172,0.000011381069,0.000023861034,0.000018515047,0.00004917478,0.000059868962,0.0034671298,0.9587631,0.035891578],"study_design_scores_gemma":[0.00027214576,0.00023355888,0.012157029,0.004329137,0.00004970404,0.000206757,0.00043427118,0.00038625707,0.0004016645,0.0092402445,0.9722481,0.000041152452],"about_ca_topic_score_codex":0.0052667446,"about_ca_topic_score_gemma":0.009442384,"teacher_disagreement_score":0.10436727,"about_ca_system_score_codex":0.005510601,"about_ca_system_score_gemma":0.020424956,"threshold_uncertainty_score":0.34914333},"labels":[],"label_agreement":null},{"id":"W4367673117","doi":"10.32920/ryerson.14654910.v2","title":"Shear And Flexural Behaviour Of Fiber Reinforced Lightweight Self-Consolidating Concrete Beams","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Flexural strength; Materials science; Composite material; High-density polyethylene; Shear (geology); Ductility (Earth science); Stiffness; Structural engineering; Flexural rigidity; Three point flexural test; Shear strength (soil); Polyethylene; Geology; Engineering; Creep","score_opus":0.020468312269247377,"score_gpt":0.24905713384128314,"score_spread":0.22858882157203575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367673117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99912804,0.00007226861,0.0005422304,0.0000020051039,0.000001045608,0.0000017516269,0.00004232817,0.000010398718,0.00019980335],"genre_scores_gemma":[0.9988417,0.000069634414,0.00052145537,0.000002313068,7.475992e-7,0.0000023614982,0.00007656836,0.0000041604976,0.00048113728],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998474,0.000015470783,0.000009393622,0.000030153074,0.00007374604,0.000023726312],"domain_scores_gemma":[0.99971944,0.000063230764,0.00009131056,0.000027199078,0.000075625154,0.000023181286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027343162,0.00038379343,0.00014678427,0.0004679887,0.000111626585,0.000106623695,0.00016710453,0.00022866468,0.0008670313],"category_scores_gemma":[0.00026746624,0.00017411282,0.00017307118,0.00019101486,0.0002183532,0.0001872669,0.00013087533,0.00015375549,0.00022273403],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007301441,0.000010739452,0.006017084,0.000025643329,0.000008119492,0.00005544884,0.000079962,0.0017829263,0.98826015,0.00003722701,0.000013102565,0.003636493],"study_design_scores_gemma":[0.000004347402,0.0006637654,0.08499291,0.000013590018,0.00002413295,0.00017285335,0.00010281697,0.008667675,0.9046748,0.00003325295,0.0006339196,0.000015951546],"about_ca_topic_score_codex":0.001139883,"about_ca_topic_score_gemma":0.0027337759,"teacher_disagreement_score":0.001139883,"about_ca_system_score_codex":0.00012728738,"about_ca_system_score_gemma":0.00011028668,"threshold_uncertainty_score":0.0029005408},"labels":[],"label_agreement":null},{"id":"W4367856694","doi":"10.1186/s40069-023-00586-4","title":"Experimental and MCFT-Based Study on Steel Fiber-Reinforced Concrete Subjected to In-Plane Shear Forces","year":2023,"lang":"en","type":"article","venue":"International Journal of Concrete Structures and Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":10,"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":"Ministry of Science and Technology, Taiwan; University of Toronto; University of Wisconsin-Madison","keywords":"Fiber-reinforced concrete; Materials science; Shear (geology); Structural engineering; Composite material; Reinforced concrete; Test data; Strain hardening exponent; Engineering","score_opus":0.013195513358767072,"score_gpt":0.2761853790369417,"score_spread":0.2629898656781746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367856694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99798906,0.00004517479,0.0011590273,0.000007709297,0.0000063669704,0.000015429927,0.00017857675,0.00002676385,0.00057189434],"genre_scores_gemma":[0.9982135,0.00006611985,0.00091814,0.000004574032,0.000003963504,0.00001410447,0.00012491751,0.000006560089,0.00064814056],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995425,0.000053501688,0.000026847261,0.000076622506,0.00022059485,0.00008007335],"domain_scores_gemma":[0.999387,0.0001499605,0.00010832187,0.000086113425,0.00021079782,0.000057888024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046113087,0.00070579053,0.00040321873,0.00060203817,0.0004454309,0.00014235677,0.0003788524,0.0005160182,0.0032316044],"category_scores_gemma":[0.00047897408,0.00023336624,0.00032412115,0.00046501288,0.0004824205,0.00027513455,0.00021665372,0.00040935844,0.00040754746],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025692774,0.0001800191,0.001958684,0.000069018206,0.000011162219,0.00015495544,0.00017136995,0.0035484221,0.9910986,0.000046516616,0.00006386015,0.0024405327],"study_design_scores_gemma":[0.000013998595,0.0017555351,0.023573246,0.000009829152,0.000025055326,0.00010925374,0.00019350984,0.0128808515,0.96106005,0.000026514299,0.0003326847,0.000019427713],"about_ca_topic_score_codex":0.003363074,"about_ca_topic_score_gemma":0.0071927523,"teacher_disagreement_score":0.003363074,"about_ca_system_score_codex":0.00022937982,"about_ca_system_score_gemma":0.00021642991,"threshold_uncertainty_score":0.010810852},"labels":[],"label_agreement":null},{"id":"W4376116983","doi":"10.1016/j.jclepro.2023.137370","title":"Shear behavior of polypropylene fiber-reinforced concrete beams containing recycled aggregate and crumb rubber","year":2023,"lang":"en","type":"article","venue":"Journal of Cleaner Production","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"University of British Columbia","keywords":"Crumb rubber; Materials science; Composite material; Shear (geology); Aggregate (composite); Polypropylene; Natural rubber; Fiber","score_opus":0.016796868595880407,"score_gpt":0.24540635190261026,"score_spread":0.22860948330672987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376116983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99884963,0.00007671499,0.0003582763,0.000010644044,0.000009481121,0.0000035349424,0.000118446624,0.000017945345,0.0005552125],"genre_scores_gemma":[0.99837327,0.000057685487,0.00016656198,0.000009050684,0.0000018324054,0.000002423132,0.00010799044,0.0000043668315,0.0012767742],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998654,0.000014405028,0.000011244397,0.000024216406,0.000047184996,0.000037599646],"domain_scores_gemma":[0.99947315,0.00015975554,0.000094724084,0.000027572538,0.00017283183,0.00007197849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000328207,0.00028849914,0.00016884183,0.00045440622,0.00026771857,0.000202211,0.00020343144,0.0003473329,0.0034031444],"category_scores_gemma":[0.00040051696,0.00021643816,0.00025265772,0.00023826529,0.00033807577,0.00021393181,0.0001268583,0.00032052767,0.00044842798],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001804935,0.00009383389,0.008239641,0.00005692768,0.000027899501,0.00023843725,0.00034425425,0.0071683945,0.97669774,0.00025884513,0.00021596855,0.004853034],"study_design_scores_gemma":[0.000031009502,0.0020501486,0.07768869,0.00003153685,0.00006719454,0.000106017156,0.00040942463,0.022052642,0.8964842,0.000078749945,0.0009614784,0.00003885763],"about_ca_topic_score_codex":0.0036057814,"about_ca_topic_score_gemma":0.004253282,"teacher_disagreement_score":0.0036057814,"about_ca_system_score_codex":0.00026420105,"about_ca_system_score_gemma":0.00027355758,"threshold_uncertainty_score":0.011384666},"labels":[],"label_agreement":null},{"id":"W4376288161","doi":"10.18280/rcma.330206","title":"Effect of Dune Sand on the Properties of Reactive Powder Concrete Reinforced with Metal Fibers","year":2023,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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; Metal; Composite material; Geotechnical engineering; Geology; Metallurgy","score_opus":0.042449905375745375,"score_gpt":0.25540060749523413,"score_spread":0.21295070211948874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376288161","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993697,0.00022266764,0.00007616271,0.000004993703,0.0000029248906,0.000002426249,0.000026734071,0.000004649696,0.00028971926],"genre_scores_gemma":[0.9990883,0.0001764349,0.00018951803,0.0000060598304,9.618825e-7,0.000001737807,0.000027559081,0.0000027217172,0.0005066562],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978524,0.000027242455,0.000018117473,0.000030995358,0.00009703695,0.0000414236],"domain_scores_gemma":[0.99966,0.00007091814,0.0001140235,0.000020630641,0.00008278979,0.00005155386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019719217,0.0004026155,0.00024033379,0.000348987,0.00015072298,0.00023476867,0.00019643852,0.00022021968,0.0014648966],"category_scores_gemma":[0.00028892554,0.00016137122,0.00020913997,0.00022807092,0.00020433636,0.00017179106,0.00020336897,0.00027060014,0.00013977742],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005253347,0.00007703972,0.0028947454,0.00013709383,0.000030951735,0.00014842658,0.00007509142,0.0013215115,0.9906164,0.000032080374,0.000023990751,0.004117261],"study_design_scores_gemma":[0.000008528984,0.0015976412,0.03106576,0.00001543993,0.00006447234,0.000110514025,0.000197958,0.0017445391,0.96429396,0.000014045766,0.0008704464,0.0000167268],"about_ca_topic_score_codex":0.0024573735,"about_ca_topic_score_gemma":0.006534394,"teacher_disagreement_score":0.0024573735,"about_ca_system_score_codex":0.00018685807,"about_ca_system_score_gemma":0.00017293164,"threshold_uncertainty_score":0.0049005747},"labels":[],"label_agreement":null},{"id":"W4378189726","doi":"10.1016/j.jobe.2023.106914","title":"Crack behaviour and flexural response of steel and chopped glass fibre-reinforced concrete: Experimental and analytical study","year":2023,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement 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":"University of Alberta","funders":"Hadhramout Foundation","keywords":"Flexural strength; Materials science; Ultimate tensile strength; Composite material; Cracking; Toughness; Three point flexural test; Stiffness; Flexural rigidity; Structural engineering","score_opus":0.015610562644813164,"score_gpt":0.2716760892199397,"score_spread":0.25606552657512655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378189726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999173,0.000055558743,0.00041168838,0.000004335038,0.0000018108492,0.000006929293,0.000043220243,0.000007696854,0.0002957017],"genre_scores_gemma":[0.99912125,0.000034708497,0.00028467848,0.0000019431259,0.0000015596444,0.0000042844904,0.000029131312,0.0000031996487,0.00051917444],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997042,0.00003339519,0.000013519127,0.00004773268,0.00013903229,0.00006214672],"domain_scores_gemma":[0.99920017,0.00035434563,0.00009691545,0.00009183649,0.00019931134,0.000057430578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003263866,0.00029887512,0.0002935891,0.000494619,0.00036967354,0.00014847433,0.0005056368,0.0008105403,0.0023460411],"category_scores_gemma":[0.0007256309,0.0003417639,0.00035227972,0.00028177578,0.0006225689,0.00034979155,0.00026783778,0.0004066764,0.0003049079],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057536986,0.00020054045,0.0033119188,0.000057814617,0.00001073707,0.00012301069,0.00020884395,0.003016418,0.98965454,0.00010421708,0.00004560638,0.0026909024],"study_design_scores_gemma":[0.00006883719,0.0027467133,0.08035642,0.000013972488,0.000054324722,0.00032290755,0.00036434934,0.04119932,0.874063,0.00011647466,0.00065179,0.00004194087],"about_ca_topic_score_codex":0.0025338696,"about_ca_topic_score_gemma":0.0035676295,"teacher_disagreement_score":0.0025338696,"about_ca_system_score_codex":0.00025899225,"about_ca_system_score_gemma":0.00018864434,"threshold_uncertainty_score":0.007848263},"labels":[],"label_agreement":null},{"id":"W4379055242","doi":"10.5267/j.esm.2023.5.007","title":"Experimental study of artificial lightweight aggregates using coal fly ash and epoxy resin","year":2023,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement 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":"Fly ash; Compressive strength; Epoxy; Materials science; Aggregate (composite); Coal; Composite material; Flexural strength; Polymer concrete; Geopolymer; Pulp and paper industry; Cement; Waste management; Engineering","score_opus":0.023647772239569095,"score_gpt":0.26120478748807924,"score_spread":0.23755701524851014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379055242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99738306,0.00012865273,0.001179801,0.000009720802,0.000012119201,0.000018969871,0.00014068747,0.000020768211,0.0011062255],"genre_scores_gemma":[0.99653095,0.00015239294,0.0018388217,0.0000073360643,0.000004465919,0.000017498725,0.00011225708,0.000011036361,0.0013251473],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968064,0.000027393464,0.00002598619,0.00006424355,0.00014510225,0.000056576508],"domain_scores_gemma":[0.999411,0.00013691,0.00014421728,0.00008196965,0.00016016327,0.000065873195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004134249,0.000330154,0.00018791009,0.00036547348,0.00031038048,0.00017202646,0.00021278426,0.0003975112,0.0016187932],"category_scores_gemma":[0.00031901587,0.00013141519,0.00030702743,0.00029833053,0.0002574717,0.00029538685,0.00021560522,0.000404814,0.00030682463],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001487478,0.00022196969,0.0007503525,0.00006129489,0.0000064050073,0.000085538835,0.000059575174,0.0010423994,0.9960842,0.00008324673,0.000033518932,0.0014226878],"study_design_scores_gemma":[0.000012982667,0.0020440817,0.0048014144,0.0000064840115,0.000018196675,0.000060558297,0.00007536142,0.0022529385,0.98998415,0.000034747558,0.00070082844,0.000008209506],"about_ca_topic_score_codex":0.00069178705,"about_ca_topic_score_gemma":0.0014273559,"teacher_disagreement_score":0.0016187932,"about_ca_system_score_codex":0.00014716321,"about_ca_system_score_gemma":0.00013452503,"threshold_uncertainty_score":0.0054154396},"labels":[],"label_agreement":null},{"id":"W4379377458","doi":"10.21838/uhpc.16675","title":"Calibration of ABAQUS Concrete Damage Plasticity (CDP) Model for UHPC Material","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Queen's University","funders":"","keywords":"Materials science; Ultimate tensile strength; Structural engineering; Brittleness; Durability; Cracking; Compressive strength; Hardening (computing); Ductility (Earth science); Shear (geology); Finite element method; Constitutive equation; Cementitious; Material properties; Composite material; Creep; Engineering; Cement","score_opus":0.02863364787680227,"score_gpt":0.24835617973506083,"score_spread":0.21972253185825855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379377458","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":[0.47752863,0.0011177493,0.48057556,0.00021307162,0.0001456906,0.0007138779,0.009212391,0.0067608617,0.023732172],"genre_scores_gemma":[0.9048805,0.00050553895,0.08488772,0.00004517001,0.000009235078,0.0007339215,0.0050991126,0.00044916294,0.0033896547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881494,0.00020392847,0.000084852094,0.00020648724,0.00059706235,0.00009279874],"domain_scores_gemma":[0.9980579,0.00040495303,0.00023295716,0.0003967961,0.00086307136,0.000044338492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014515698,0.0011219601,0.0006040757,0.0015875167,0.00038877982,0.00074748247,0.001689327,0.0012711412,0.00330069],"category_scores_gemma":[0.002546178,0.0005748336,0.0006492145,0.0010802781,0.00043185212,0.0008438162,0.00065899885,0.0007356093,0.0015712626],"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":[0.000093445495,0.00015189008,0.0055739707,0.00033849283,0.000023507891,0.00013555159,0.00012296633,0.9428805,0.021951266,0.0014689331,0.0026107393,0.024648752],"study_design_scores_gemma":[0.00002368821,0.00009722693,0.0048096273,0.000071574716,0.000021878324,0.00010036971,0.0000598875,0.96805334,0.019366045,0.0007077914,0.006646499,0.00004194031],"about_ca_topic_score_codex":0.005402345,"about_ca_topic_score_gemma":0.0039828713,"teacher_disagreement_score":0.005402345,"about_ca_system_score_codex":0.0007376531,"about_ca_system_score_gemma":0.000846308,"threshold_uncertainty_score":0.011041939},"labels":[],"label_agreement":null},{"id":"W4379378413","doi":"10.21838/uhpc.16635","title":"Numerical Simulation of the Load Transfer Mechanism at UHPC–UHPC Interface","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Precast concrete; Finite element method; Structural engineering; Durability; Interface (matter); Materials science; Ultimate tensile strength; Ductility (Earth science); Shear (geology); Computer simulation; Engineering; Composite material; Simulation","score_opus":0.018205459488003686,"score_gpt":0.2468217383021788,"score_spread":0.22861627881417512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379378413","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85216504,0.00044617767,0.10139636,0.000669679,0.00016656851,0.00015782456,0.001077944,0.000930485,0.042989824],"genre_scores_gemma":[0.9772723,0.00017202426,0.016228879,0.00005335231,0.000010082291,0.00012875878,0.00031980505,0.000060247105,0.0057545477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978083,0.000035285622,0.000012388047,0.000034617722,0.000079585494,0.000057260124],"domain_scores_gemma":[0.99943715,0.00027342179,0.000069620124,0.00004229276,0.00013599952,0.000041569067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042777066,0.00047144125,0.0005863774,0.0006036469,0.0006395915,0.00070275215,0.0009048846,0.00195951,0.0045331265],"category_scores_gemma":[0.0012270275,0.0003373856,0.0006282263,0.0005944666,0.000715737,0.00058524363,0.00049438805,0.00059806765,0.00047313192],"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":[0.00006014215,0.000063862855,0.0019851124,0.000055587818,0.00001295792,0.00015616165,0.000090201866,0.9868521,0.0053362907,0.0024383313,0.0003579382,0.0025913026],"study_design_scores_gemma":[0.000005296684,0.000012204659,0.00028190043,0.00000366012,0.0000019499594,0.000008038549,0.00001606446,0.99870896,0.0006058142,0.00015538874,0.00019739651,0.0000033400447],"about_ca_topic_score_codex":0.011486213,"about_ca_topic_score_gemma":0.004844051,"teacher_disagreement_score":0.011486213,"about_ca_system_score_codex":0.00069854583,"about_ca_system_score_gemma":0.00086899847,"threshold_uncertainty_score":0.022838712},"labels":[],"label_agreement":null},{"id":"W4379378754","doi":"10.21838/uhpc.16686","title":"An Evaluation of the Placement and Fiber Orientation Factors based on Existing UHPC Codes and Standards","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Fiber; Orientation (vector space); Casting; Durability; Formwork; Structural engineering; Materials science; Civil engineering; Engineering; Composite material","score_opus":0.050372348071171885,"score_gpt":0.3278666593541325,"score_spread":0.27749431128296065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379378754","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":[0.7364854,0.0031663785,0.2070615,0.00018015597,0.00014528481,0.0008535691,0.0009715169,0.00086750754,0.05026869],"genre_scores_gemma":[0.83102435,0.0016578998,0.16027729,0.000042532614,0.000016832397,0.00024027548,0.0009086748,0.00023284034,0.0055994107],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99336386,0.0012550046,0.0004150415,0.00039770998,0.0043791346,0.00018923444],"domain_scores_gemma":[0.98728937,0.003233525,0.0014112402,0.0008658909,0.007019387,0.00018055485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0051716864,0.0008752175,0.00039410967,0.0031755539,0.0004382461,0.00084555877,0.000606819,0.00055987475,0.0021051832],"category_scores_gemma":[0.013531207,0.00025099,0.00035055072,0.0019457531,0.0005299627,0.0010403096,0.00044996393,0.00036770102,0.00082027947],"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":[0.00071812945,0.00029496706,0.11630721,0.0014282105,0.00006385026,0.00025410682,0.0010104958,0.041888036,0.10741115,0.0069563747,0.0025737165,0.72109365],"study_design_scores_gemma":[0.0000965069,0.0038020941,0.28516796,0.0009237132,0.0006118778,0.000940895,0.0045269034,0.12259929,0.4665684,0.005298787,0.109178066,0.00028546396],"about_ca_topic_score_codex":0.0053481697,"about_ca_topic_score_gemma":0.010263341,"teacher_disagreement_score":0.0053481697,"about_ca_system_score_codex":0.0012353873,"about_ca_system_score_gemma":0.0021645136,"threshold_uncertainty_score":0.027350843},"labels":[],"label_agreement":null},{"id":"W4379379053","doi":"10.21838/uhpc.16728","title":"Seismic Performance of Ultra-High Performance Concrete (UHPC) Structural Members: A Review","year":2023,"lang":"en","type":"review","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Ductility (Earth science); Cracking; Flexural strength; Structural engineering; Hardening (computing); Compression (physics); Compressive strength; Reinforced concrete; Softening; Shear (geology); Engineering; Composite material; Geotechnical engineering; Creep; Layer (electronics)","score_opus":0.03726377628377691,"score_gpt":0.28715003649864224,"score_spread":0.24988626021486532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379379053","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":[0.0003839103,0.9984041,0.00015076915,0.00009696289,0.000109728746,0.0000050910417,0.000025211966,0.0000059011672,0.0008183375],"genre_scores_gemma":[0.0014789688,0.9977416,0.00020289153,0.000057313828,0.000069558126,0.000004843846,0.000034328612,0.000001712402,0.0004088567],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996524,0.000041367526,0.000064386,0.00007287544,0.00013864787,0.000030445104],"domain_scores_gemma":[0.99916136,0.00036013068,0.00015552143,0.000020853948,0.00026070606,0.000041422983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086096505,0.001094249,0.0013212023,0.002911994,0.00024477762,0.00093586266,0.00092428824,0.0011134725,0.002819021],"category_scores_gemma":[0.0011479334,0.00050771376,0.0007595833,0.003139848,0.00041773965,0.0014142495,0.00055801915,0.00089688634,0.0015464968],"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":[0.00008454687,0.0001397591,0.00046029693,0.070744194,0.0001972361,0.00019462209,0.00011618036,0.0012526059,0.006456964,0.0037152763,0.016062688,0.90057564],"study_design_scores_gemma":[0.000009069756,0.00026735646,0.0016075969,0.0076045734,0.00035800005,0.0007550739,0.00011354232,0.00022145803,0.002784193,0.00071624626,0.98552704,0.000035886256],"about_ca_topic_score_codex":0.0016532557,"about_ca_topic_score_gemma":0.002745869,"teacher_disagreement_score":0.002911994,"about_ca_system_score_codex":0.00044515223,"about_ca_system_score_gemma":0.0013987315,"threshold_uncertainty_score":0.009430587},"labels":[],"label_agreement":null},{"id":"W4379380706","doi":"10.21838/uhpc.16724","title":"Non-Proprietary Ultra-High Performance Concrete with Recycled Glass Powder","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Celiac Association; University of Connecticut; State of Connecticut Department of Transportation; U.S. Department of Transportation","keywords":"Materials science; Compressive strength; Glass recycling; Composite material; Characterization (materials science); Glass fiber; Fiber; Nanotechnology","score_opus":0.009112030488140412,"score_gpt":0.2007539965868881,"score_spread":0.1916419660987477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379380706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98242146,0.00155584,0.01150617,0.000028047241,0.000012241031,0.00014523674,0.00020385635,0.00019444912,0.003932737],"genre_scores_gemma":[0.97974914,0.0007006048,0.016707778,0.00002083771,0.0000040873865,0.00004497414,0.00023260238,0.000033669556,0.0025064761],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998976,0.00010680418,0.00005666266,0.0001971708,0.00060865836,0.000054674452],"domain_scores_gemma":[0.999648,0.00006583116,0.00013142353,0.00005498501,0.00007674462,0.00002296098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046231286,0.00039348516,0.00030751433,0.0005975603,0.00024850524,0.0003122176,0.0004558303,0.00033696197,0.0015826193],"category_scores_gemma":[0.0005900296,0.00020203619,0.00039032547,0.0004976713,0.00043198385,0.0006066707,0.00037609253,0.00035487063,0.00039715992],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001169124,0.00004708289,0.0023377242,0.00018547292,0.00001951452,0.0000872471,0.000036563884,0.00050140964,0.9866425,0.00009198447,0.000028653678,0.009904921],"study_design_scores_gemma":[0.0000054338157,0.0003951964,0.0049410365,0.000010182906,0.000025779384,0.00022823949,0.000027981838,0.00041294933,0.99256116,0.000011671509,0.0013757228,0.0000046337013],"about_ca_topic_score_codex":0.002142306,"about_ca_topic_score_gemma":0.009403271,"teacher_disagreement_score":0.002142306,"about_ca_system_score_codex":0.0005298407,"about_ca_system_score_gemma":0.0004810927,"threshold_uncertainty_score":0.0052943826},"labels":[],"label_agreement":null},{"id":"W4379381068","doi":"10.20944/preprints202306.0271.v1","title":"The Potential of Replacing Concrete with Sand and Recycled Polycarbonate Composites: Compressive Strength Testing","year":2023,"lang":"en","type":"preprint","venue":"Preprints.org","topic":"Innovative concrete reinforcement 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":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compressive strength; Materials science; Composite material; Durability; Cement; Polycarbonate; Geotechnical engineering; Engineering","score_opus":0.06765287994065754,"score_gpt":0.2857335154123819,"score_spread":0.21808063547172435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379381068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963335,0.00017175476,0.0022237573,0.000020366595,0.000011932049,0.00002235178,0.00013033308,0.00003343654,0.0010526236],"genre_scores_gemma":[0.9947884,0.00017812767,0.003775574,0.0000124712715,0.000002492561,0.000020343834,0.00008282869,0.000007710751,0.001132047],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939835,0.000049193903,0.000034518453,0.000071985596,0.0003924439,0.000053433556],"domain_scores_gemma":[0.9994941,0.0000831744,0.00015257666,0.000046604622,0.00016937325,0.00005403447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004311516,0.00039846048,0.00011414698,0.00035557774,0.00017182334,0.00019062604,0.00044929853,0.00048553426,0.0011335842],"category_scores_gemma":[0.0005099645,0.00019828703,0.00023188046,0.00035556842,0.00025131207,0.00037371155,0.0002424676,0.00025211004,0.00023757752],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044447475,0.000043177162,0.0009775831,0.000036241632,0.0000043319146,0.000060059658,0.000024467163,0.00027227198,0.99614584,0.00003430484,0.000017107732,0.0023402348],"study_design_scores_gemma":[0.0000027468268,0.0006308596,0.0035251277,0.000005900576,0.000010298946,0.00008915695,0.000046677647,0.00094080804,0.9942517,0.000014400897,0.00047355142,0.0000087498265],"about_ca_topic_score_codex":0.00068321975,"about_ca_topic_score_gemma":0.0029001173,"teacher_disagreement_score":0.0011335842,"about_ca_system_score_codex":0.00014594299,"about_ca_system_score_gemma":0.00021718608,"threshold_uncertainty_score":0.0037922263},"labels":[],"label_agreement":null},{"id":"W4379532001","doi":"10.1016/j.engstruct.2023.116385","title":"Determination of NSC-UHPC interface properties for numerical modeling of UHPC-strengthened concrete beams and slabs","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"","keywords":"Stiffness; Materials science; Structural engineering; Parametric statistics; Ultimate tensile strength; Deflection (physics); Shear (geology); Cohesion (chemistry); Finite element method; Composite material; Engineering; Chemistry","score_opus":0.016515564490204748,"score_gpt":0.2339794045615492,"score_spread":0.21746384007134445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379532001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7568257,0.00015202805,0.22516786,0.00008070746,0.000018973778,0.00007979641,0.00031350134,0.0005918686,0.01676965],"genre_scores_gemma":[0.9870018,0.000046884557,0.011971919,0.0000067788574,0.000003635187,0.00004308454,0.000092843555,0.000051900337,0.0007812637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998503,0.000031092914,0.0000065198346,0.00001755574,0.00007005126,0.000024449486],"domain_scores_gemma":[0.9995726,0.00015775154,0.00004674079,0.000047809128,0.00015682439,0.00001834004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028393886,0.00041473063,0.0003368364,0.00039221413,0.00032167963,0.00046771686,0.00069070206,0.00075590395,0.0012449239],"category_scores_gemma":[0.0013590577,0.0003115162,0.0003200959,0.0002780991,0.0004036029,0.0004923273,0.0003338162,0.00040557337,0.0003088267],"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":[0.000036723362,0.000064056396,0.003042399,0.000045313842,0.000010311523,0.00011169172,0.000059373026,0.9567178,0.030457836,0.002487326,0.00019698532,0.0067701805],"study_design_scores_gemma":[0.0000023180412,0.0000069483262,0.0005008466,0.0000024016895,0.0000016642714,0.000007658555,0.0000085353795,0.9965258,0.0027676108,0.0000846339,0.00008996379,0.0000016384301],"about_ca_topic_score_codex":0.008944821,"about_ca_topic_score_gemma":0.0060767815,"teacher_disagreement_score":0.008944821,"about_ca_system_score_codex":0.00044901637,"about_ca_system_score_gemma":0.0009833538,"threshold_uncertainty_score":0.01778549},"labels":[],"label_agreement":null},{"id":"W4379538405","doi":"10.3390/ma16114200","title":"Estimating Compressive Strength of Concrete Using Neural Electromagnetic Field Optimization","year":2023,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":70,"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":"Compressive strength; Superplasticizer; Benchmark (surveying); Artificial neural network; Computer science; Aggregate (composite); Materials science; Artificial intelligence; Geology; Composite material","score_opus":0.016688901431686075,"score_gpt":0.24980650465635074,"score_spread":0.23311760322466465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379538405","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":[0.2992949,0.00033127633,0.6961097,0.00014343971,0.000035214733,0.00003859402,0.00008269786,0.00053943676,0.0034247462],"genre_scores_gemma":[0.95880336,0.00010228213,0.03983423,0.000027520358,0.000012188128,0.000032420656,0.00010518569,0.000014676012,0.0010680082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998785,0.000029248913,0.000007677567,0.00003002689,0.00004051649,0.000013976537],"domain_scores_gemma":[0.9997731,0.00010170425,0.000042302458,0.000012667316,0.00006151362,0.000008714948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035784664,0.00053107773,0.0003660734,0.00059176394,0.00013465055,0.00031318053,0.00029292342,0.00047218174,0.00044649432],"category_scores_gemma":[0.0008087049,0.00021976576,0.00041341106,0.00030988405,0.00018503457,0.0004402597,0.00026256707,0.0002840948,0.00010507929],"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":[0.000032264295,0.000026428777,0.0017573516,0.000021011261,0.000021571568,0.000019331575,0.000006338921,0.95902413,0.003827048,0.0003301144,0.0001027837,0.03483166],"study_design_scores_gemma":[0.0000010088937,0.0000054161123,0.00034130632,9.860003e-7,0.0000017319703,0.000002257636,0.0000011392277,0.99891317,0.00061474106,0.000084078645,0.000032861582,0.0000013094448],"about_ca_topic_score_codex":0.004120674,"about_ca_topic_score_gemma":0.004218934,"teacher_disagreement_score":0.004120674,"about_ca_system_score_codex":0.00033456905,"about_ca_system_score_gemma":0.00041875974,"threshold_uncertainty_score":0.008193374},"labels":[],"label_agreement":null},{"id":"W4379623409","doi":"10.1007/s41062-023-01154-1","title":"Ultra-high-performance fiber reinforced concrete review: constituents, properties, and applications","year":2023,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Innovative concrete reinforcement 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 Toronto","funders":"","keywords":"Durability; Curing (chemistry); Fiber-reinforced concrete; Cementitious; Materials science; Reinforced concrete; Civil engineering; Construction engineering; Structural engineering; Engineering; Forensic engineering; Composite material; Cement","score_opus":0.0178945760891395,"score_gpt":0.2239370026520199,"score_spread":0.2060424265628804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379623409","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":[0.0007790419,0.996534,0.00042971075,0.0002461989,0.00074323267,0.0000056450103,0.00003500412,0.000009390185,0.0012177977],"genre_scores_gemma":[0.0035117338,0.99350125,0.00051911717,0.0002174582,0.00053323957,0.0000064714995,0.00006237154,0.0000038543385,0.0016443898],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999772,0.000021933145,0.00003383505,0.00005479269,0.00009498474,0.000022413824],"domain_scores_gemma":[0.99938035,0.00018613508,0.00010504493,0.000017985454,0.00026978992,0.00004060908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006078899,0.0010400495,0.00091998396,0.0016365554,0.00021254175,0.0007734214,0.0008109497,0.0008837247,0.0022224858],"category_scores_gemma":[0.0007745462,0.0003313475,0.00037401484,0.00205661,0.00036146407,0.001430365,0.0004536423,0.0011299574,0.001636296],"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":[0.00011438361,0.00018540709,0.00044663486,0.023798116,0.00017824984,0.00018294163,0.00006949624,0.0013987088,0.023555709,0.006064663,0.0623316,0.8816741],"study_design_scores_gemma":[0.000009595431,0.00023697258,0.0013467099,0.0019844018,0.00014282603,0.00056540454,0.00006803379,0.00026912222,0.0056856284,0.0011596187,0.9885011,0.00003070503],"about_ca_topic_score_codex":0.0007158598,"about_ca_topic_score_gemma":0.0017800576,"teacher_disagreement_score":0.0022224858,"about_ca_system_score_codex":0.00035779804,"about_ca_system_score_gemma":0.0008405153,"threshold_uncertainty_score":0.0074349046},"labels":[],"label_agreement":null},{"id":"W4380050732","doi":"10.31031/rdms.2022.18.000935","title":"Elucidating Chemo-Mechanical Synthesis and Microstructural Study on the Performance of Partial Cement-Based Concrete Composites Against Sulphate Attack – A Review","year":2022,"lang":"en","type":"review","venue":"Research & Development in Material Science","topic":"Innovative concrete reinforcement 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":"Civil engineering; Cement; Quarter (Canadian coin); Engineering; Terrace (agriculture); Archaeology; Materials science; Composite material; History","score_opus":0.12620641176254893,"score_gpt":0.37510142349850856,"score_spread":0.24889501173595963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380050732","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":[0.018699693,0.9736096,0.0019089829,0.00019322653,0.00015696613,0.00004025357,0.00018807699,0.000038390892,0.0051646605],"genre_scores_gemma":[0.035641186,0.9588018,0.0022106816,0.00015463615,0.00014329329,0.000040948093,0.00021260869,0.000011858123,0.0027829239],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998122,0.000020424259,0.000028629634,0.000045607838,0.00007141512,0.000021789003],"domain_scores_gemma":[0.9997936,0.00006846642,0.000060283037,0.000010131383,0.000055077046,0.00001244813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032019935,0.00082099304,0.0008673845,0.0016398841,0.00023038917,0.00061881484,0.0005019294,0.00067321846,0.0019467837],"category_scores_gemma":[0.00030848183,0.00037645662,0.0006980637,0.0011439921,0.0002535465,0.0007921201,0.00031353187,0.00052505406,0.0008103734],"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":[0.00021449979,0.0005503787,0.001268222,0.088870205,0.0003924357,0.0008498482,0.00039968418,0.0045580836,0.28567725,0.0048021534,0.008774138,0.60364306],"study_design_scores_gemma":[0.000024394929,0.0018237231,0.007515652,0.0034494207,0.00073946104,0.0023651156,0.0003025926,0.0020336506,0.18773906,0.0013739329,0.7925169,0.00011610567],"about_ca_topic_score_codex":0.0009782736,"about_ca_topic_score_gemma":0.0013652665,"teacher_disagreement_score":0.0019467837,"about_ca_system_score_codex":0.00026095685,"about_ca_system_score_gemma":0.00067804893,"threshold_uncertainty_score":0.006512642},"labels":[],"label_agreement":null},{"id":"W4380345074","doi":"10.1016/j.engstruct.2023.116394","title":"Shear-bond behavior of nanocellulose-modified SHCC composite slabs: Translating material-level capacity into improved structural performance","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke; McMaster University","funders":"","keywords":"Materials science; Composite material; Flexural strength; Composite number; Structural engineering; Shear (geology); Ultimate tensile strength; Deck; Strain hardening exponent; Engineering","score_opus":0.019137585243591222,"score_gpt":0.22946468711352702,"score_spread":0.2103271018699358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380345074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986896,0.00009654976,0.0006485504,0.000009237111,0.000005721587,0.0000020538475,0.000076753044,0.000022439108,0.00044916323],"genre_scores_gemma":[0.9986528,0.000046979017,0.0004886818,0.000005690685,0.0000011812302,0.0000032079538,0.00006965724,0.000007133071,0.0007246807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999355,0.0000038101134,0.000002767719,0.000016332307,0.000021908425,0.000019706988],"domain_scores_gemma":[0.9998864,0.000015171419,0.000030468265,0.000008029573,0.000032508393,0.000027278958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011858595,0.00024323817,0.00011754759,0.00017218562,0.000120284814,0.00014553817,0.00017993362,0.00020780363,0.002159137],"category_scores_gemma":[0.0001594968,0.00011296239,0.00011165819,0.00015508823,0.00016567094,0.00016225097,0.00009611432,0.00034881404,0.00028017492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006173181,0.000012944997,0.0001710521,0.000012021236,0.0000025305599,0.000011428453,0.000015741934,0.0005904985,0.9983741,0.000062374835,0.000035104655,0.0006505009],"study_design_scores_gemma":[0.0000024450785,0.000094657065,0.001690809,0.0000022132692,0.00000511162,0.0000076100687,0.00001874325,0.0032497093,0.9946464,0.000013608386,0.00026483025,0.000003937967],"about_ca_topic_score_codex":0.001729527,"about_ca_topic_score_gemma":0.003531957,"teacher_disagreement_score":0.002159137,"about_ca_system_score_codex":0.00019738762,"about_ca_system_score_gemma":0.00017638384,"threshold_uncertainty_score":0.0072230697},"labels":[],"label_agreement":null},{"id":"W4380928042","doi":"10.1016/j.conbuildmat.2023.131899","title":"Corrigendum to “On the utilization of rice husk ash in high-performance fiber reinforced concrete (HPFRC) to reduce silica fume content” [Constr. Build. Mater. 369 (2023) 130576]","year":2023,"lang":"en","type":"erratum","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Husk; Silica fume; Materials science; Fiber; Composite material; Pulp and paper industry; Cement; Engineering; Botany","score_opus":0.04005152973916081,"score_gpt":0.2544580451153925,"score_spread":0.21440651537623168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380928042","genre_codex":"editorial","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":[0.00037906153,0.003111889,0.0010082144,0.108602256,0.8060711,0.00017515136,0.0027190878,0.00079606293,0.07713722],"genre_scores_gemma":[0.0029884987,0.0036865287,0.0013238845,0.076046415,0.04341904,0.00015988144,0.0016980892,0.0004999906,0.8701778],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9965702,0.0002688282,0.00040396478,0.00046796803,0.0019271255,0.0003619228],"domain_scores_gemma":[0.9938176,0.0009667375,0.0002267967,0.00025677506,0.0044031837,0.00032889892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016430449,0.0022965611,0.0018046028,0.0026494195,0.005418675,0.0028954989,0.0034288138,0.009459643,0.08810061],"category_scores_gemma":[0.010288991,0.0012565863,0.0017886824,0.0017658628,0.0017576448,0.0019969123,0.001805217,0.008735564,0.07626913],"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":[0.000014288071,0.0000102461845,0.000027559212,0.000043427943,0.0000029001524,0.00008274945,0.000009098122,0.000025942003,0.000096985015,0.00032362086,0.99717015,0.0021930533],"study_design_scores_gemma":[0.000013162346,0.000027820131,0.0011319211,0.0000960663,0.000012951339,0.00008028846,0.00005753486,0.00010232546,0.0003861918,0.0007034735,0.9973611,0.000027164666],"about_ca_topic_score_codex":0.08640883,"about_ca_topic_score_gemma":0.16926032,"teacher_disagreement_score":0.08810061,"about_ca_system_score_codex":0.0048264866,"about_ca_system_score_gemma":0.0043208273,"threshold_uncertainty_score":0.2947259},"labels":[],"label_agreement":null},{"id":"W4380996039","doi":"10.3390/jcs7060249","title":"The Potential of Replacing Concrete with Sand and Recycled Polycarbonate Composites: Compressive Strength Testing","year":2023,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Innovative concrete reinforcement 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":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compressive strength; Materials science; Composite material; Durability; Geotechnical engineering; Engineering","score_opus":0.009980922767577104,"score_gpt":0.22462132459421227,"score_spread":0.21464040182663516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380996039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99651426,0.00016627624,0.0020558094,0.000020390658,0.000013691468,0.000023845007,0.0001228898,0.000034097095,0.0010488501],"genre_scores_gemma":[0.9948323,0.00018519771,0.0037776479,0.000014453635,0.0000029979876,0.00002297803,0.00007869693,0.000008294446,0.0010775124],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992956,0.000056625897,0.00004114592,0.00008316002,0.0004609129,0.000062632425],"domain_scores_gemma":[0.9994475,0.000084348314,0.00015969889,0.000052831216,0.00019464297,0.000060976126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005076,0.000467574,0.0001306616,0.00040297818,0.00019642578,0.0002158434,0.0005088608,0.00053717324,0.0011028743],"category_scores_gemma":[0.00058945006,0.00021756682,0.00026264493,0.00039837882,0.0002899949,0.00042075306,0.00028177068,0.0002719334,0.0002396841],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054277178,0.000055247077,0.0011015206,0.000041854644,0.0000054663474,0.00007278677,0.000029613058,0.0003380763,0.9955835,0.00004065467,0.000020932363,0.0026562233],"study_design_scores_gemma":[0.0000037545435,0.000729711,0.0036556832,0.0000070080455,0.000013033354,0.00009741838,0.000054214048,0.0011597861,0.99372214,0.000017211707,0.00052915426,0.000010847815],"about_ca_topic_score_codex":0.00078425254,"about_ca_topic_score_gemma":0.0032147695,"teacher_disagreement_score":0.0011028743,"about_ca_system_score_codex":0.00016508433,"about_ca_system_score_gemma":0.00024763134,"threshold_uncertainty_score":0.003689468},"labels":[],"label_agreement":null},{"id":"W4381192782","doi":"10.32920/23542038.v1","title":"Structural Performance of Shear Deficient Beams with High Performance Reinforced Concrete Jacket","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Ductility (Earth science); Flexural strength; Structural engineering; Composite material; Stiffness; Shear (geology); Cementitious; Reinforced concrete; Engineering; Cement; Creep","score_opus":0.019096306693739233,"score_gpt":0.21813596624385445,"score_spread":0.1990396595501152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381192782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919134,0.00005442459,0.00051044277,0.0000036457784,0.00000344752,0.0000022391525,0.000035761783,0.000016654822,0.00018197812],"genre_scores_gemma":[0.9987476,0.000043707547,0.0004813462,0.0000045293255,9.3789544e-7,0.0000029235325,0.00008376508,0.0000055268456,0.0006297012],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972326,0.00004260996,0.000021125248,0.00004408577,0.000120524666,0.000048470953],"domain_scores_gemma":[0.9995011,0.00008095919,0.00013696754,0.00006626578,0.00013727523,0.00007735177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043636953,0.00046673056,0.0002262339,0.00037819493,0.00015255842,0.00016863491,0.00030598452,0.0003470972,0.001267656],"category_scores_gemma":[0.00048348255,0.00025646182,0.00022708015,0.00015961411,0.00027831685,0.00024338944,0.00026300954,0.00023503718,0.00030841597],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028236705,0.000035131416,0.0042016217,0.0000449829,0.000016184164,0.00007948564,0.000057170717,0.0022583022,0.99071044,0.000032015014,0.00003231917,0.0022499594],"study_design_scores_gemma":[0.000010581771,0.002089206,0.03123063,0.000013747201,0.00004476386,0.0001658728,0.00011849026,0.004577522,0.9610894,0.000019044262,0.00062810804,0.0000126617615],"about_ca_topic_score_codex":0.0010850074,"about_ca_topic_score_gemma":0.0027568855,"teacher_disagreement_score":0.001267656,"about_ca_system_score_codex":0.00013179958,"about_ca_system_score_gemma":0.00020454278,"threshold_uncertainty_score":0.0042406917},"labels":[],"label_agreement":null},{"id":"W4381192903","doi":"10.32920/23542038","title":"Structural Performance of Shear Deficient Beams with High Performance Reinforced Concrete Jacket","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Flexural strength; Composite material; Ductility (Earth science); Structural engineering; Stiffness; Shear (geology); Cementitious; Reinforced concrete; Engineering; Cement; Creep","score_opus":0.019096306693739233,"score_gpt":0.21813596624385445,"score_spread":0.1990396595501152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381192903","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919134,0.00005442459,0.00051044277,0.0000036457784,0.00000344752,0.0000022391525,0.000035761783,0.000016654822,0.00018197812],"genre_scores_gemma":[0.9987476,0.000043707547,0.0004813462,0.0000045293255,9.3789544e-7,0.0000029235325,0.00008376508,0.0000055268456,0.0006297012],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972326,0.00004260996,0.000021125248,0.00004408577,0.000120524666,0.000048470953],"domain_scores_gemma":[0.9995011,0.00008095919,0.00013696754,0.00006626578,0.00013727523,0.00007735177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043636953,0.00046673056,0.0002262339,0.00037819493,0.00015255842,0.00016863491,0.00030598452,0.0003470972,0.001267656],"category_scores_gemma":[0.00048348255,0.00025646182,0.00022708015,0.00015961411,0.00027831685,0.00024338944,0.00026300954,0.00023503718,0.00030841597],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028236705,0.000035131416,0.0042016217,0.0000449829,0.000016184164,0.00007948564,0.000057170717,0.0022583022,0.99071044,0.000032015014,0.00003231917,0.0022499594],"study_design_scores_gemma":[0.000010581771,0.002089206,0.03123063,0.000013747201,0.00004476386,0.0001658728,0.00011849026,0.004577522,0.9610894,0.000019044262,0.00062810804,0.0000126617615],"about_ca_topic_score_codex":0.0010850074,"about_ca_topic_score_gemma":0.0027568855,"teacher_disagreement_score":0.001267656,"about_ca_system_score_codex":0.00013179958,"about_ca_system_score_gemma":0.00020454278,"threshold_uncertainty_score":0.0042406917},"labels":[],"label_agreement":null},{"id":"W4381573545","doi":"10.5281/zenodo.8066519","title":"STRENGTHENING UNDERGROUND REINFORCED CONCRETE STRUCTURES USING EXTERNALLY BONDED CARBON FIBRE-REINFORCED POLYMER SHEETS","year":2023,"lang":"en","type":"paratext","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Materials science; Composite material; Reinforced concrete; Carbon fibers; Carbon fiber reinforced polymer; Structural engineering; Polymer; Engineering; Composite number","score_opus":0.03568396981126607,"score_gpt":0.2532994554612434,"score_spread":0.21761548564997732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381573545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9611714,0.0010556295,0.020918533,0.000045206616,0.00007380921,0.000072038805,0.00010254619,0.0002855155,0.016275391],"genre_scores_gemma":[0.9792901,0.00055202044,0.013695904,0.000018895695,0.000007186985,0.000020622805,0.00007861015,0.00002433165,0.0063121766],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998171,0.000019101102,0.000006027787,0.000020746866,0.0001157579,0.000021336698],"domain_scores_gemma":[0.9998536,0.000019143597,0.000051093477,0.000017845907,0.000044082608,0.000014105808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023168621,0.00036286222,0.00012711792,0.0005997024,0.00012928432,0.00020413287,0.00022762427,0.00031721743,0.0012223532],"category_scores_gemma":[0.00019780794,0.000108122746,0.00014210546,0.00025186306,0.00023752314,0.00024191201,0.00025333164,0.00021816239,0.0005783237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010671606,0.000090551985,0.000899486,0.00018696878,0.000008395789,0.00021119708,0.00005626127,0.010910772,0.9619137,0.0005923446,0.00028988605,0.024733728],"study_design_scores_gemma":[0.000019425617,0.00076620944,0.005041054,0.000053415028,0.000020976397,0.00026116616,0.00007396716,0.013897933,0.97119594,0.00016829783,0.0084872665,0.000014415835],"about_ca_topic_score_codex":0.0004478596,"about_ca_topic_score_gemma":0.0018182115,"teacher_disagreement_score":0.0012223532,"about_ca_system_score_codex":0.00016739573,"about_ca_system_score_gemma":0.00018586956,"threshold_uncertainty_score":0.004089117},"labels":[],"label_agreement":null},{"id":"W4382680888","doi":"10.11159/iccste23.114","title":"Tensile Strength of High Performance Concrete","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Ultimate tensile strength; Materials science; Structural engineering; Compressive strength; Composite material; Computer science; Engineering","score_opus":0.013675307460895311,"score_gpt":0.21103494260377445,"score_spread":0.19735963514287913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382680888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9862509,0.0011441057,0.0047074524,0.000045196324,0.000040904517,0.00003994492,0.0007947092,0.00009716846,0.0068796496],"genre_scores_gemma":[0.994995,0.00026955144,0.0008906089,0.000017622699,0.000009189389,0.000012087613,0.00043894906,0.000011058566,0.0033560027],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99865425,0.00006259128,0.000041873656,0.00014491002,0.0010100877,0.00008619763],"domain_scores_gemma":[0.9989166,0.00018948765,0.00034066327,0.000057298206,0.00037600903,0.00011985694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005818118,0.00048702772,0.0003182658,0.00061638234,0.00024400493,0.00034013946,0.00030334713,0.0005613527,0.004648145],"category_scores_gemma":[0.0006122654,0.00026192924,0.0002941007,0.0005176461,0.00033957735,0.00031148648,0.000337649,0.00043301893,0.0009583115],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037995566,0.00009678262,0.012733252,0.00029542673,0.000043221535,0.00027681058,0.00014002844,0.0037913274,0.9593235,0.0002945875,0.00037647065,0.022248622],"study_design_scores_gemma":[0.000013519096,0.0023578443,0.155118,0.000054203087,0.000054557036,0.0007027997,0.00025223746,0.005370389,0.8301901,0.00019816819,0.005637383,0.000050799143],"about_ca_topic_score_codex":0.0010134812,"about_ca_topic_score_gemma":0.0019408006,"teacher_disagreement_score":0.004648145,"about_ca_system_score_codex":0.00045867826,"about_ca_system_score_gemma":0.00029780314,"threshold_uncertainty_score":0.0155496},"labels":[],"label_agreement":null},{"id":"W4382680932","doi":"10.11159/iccste23.176","title":"Optimization of CWP-BFS Blended Geopolymer Concrete Using BWMbased Taguchi Method","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"United Arab Emirates University","keywords":"Geopolymer cement; Taguchi methods; Geopolymer; Materials science; Fly ash; Computer science; Composite material","score_opus":0.021345446596166984,"score_gpt":0.2524071140919958,"score_spread":0.2310616674958288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382680932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7412028,0.002807855,0.25221398,0.000086188214,0.000036058827,0.00024752578,0.00015070492,0.00020336774,0.0030515797],"genre_scores_gemma":[0.76814437,0.0015262116,0.22808263,0.000027393467,0.0000067410933,0.00019753339,0.00009044773,0.000032100448,0.0018926122],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999198,0.00016882776,0.00007304461,0.00011599832,0.00037974943,0.000064456486],"domain_scores_gemma":[0.9998356,0.00004774342,0.00006139908,0.0000098232695,0.000034026318,0.000011466728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078142935,0.0006639083,0.00089001225,0.00061909825,0.00018987703,0.00074055645,0.00049608183,0.0005256878,0.0005000226],"category_scores_gemma":[0.00041390833,0.00042560112,0.00070117705,0.00073518214,0.00025472333,0.000307074,0.00032207306,0.00043670618,0.00024882273],"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":[0.00013293888,0.0001279234,0.0005598489,0.00029358233,0.000021453385,0.000049635095,0.000045574052,0.02404581,0.9581314,0.0002343354,0.00003078752,0.016326712],"study_design_scores_gemma":[0.000029580695,0.0009197955,0.0020076917,0.000027179016,0.00007546344,0.000095858,0.00006498385,0.093799904,0.90130436,0.00018929668,0.0014476702,0.000038245453],"about_ca_topic_score_codex":0.00083899416,"about_ca_topic_score_gemma":0.0029802236,"teacher_disagreement_score":0.00089001225,"about_ca_system_score_codex":0.0003356713,"about_ca_system_score_gemma":0.0004579454,"threshold_uncertainty_score":0.0041326284},"labels":[],"label_agreement":null},{"id":"W4382700945","doi":"10.11159/iccste23.214","title":"Coconut Shell as Substitute of Natural Aggregate in Concrete for Developing Regions – A Short Review","year":2023,"lang":"en","type":"review","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Consejo Nacional de Ciencia y Tecnología; Tecnológico Nacional de México","keywords":"Aggregate (composite); Shell (structure); Natural (archaeology); Computer science; Materials science; Composite material; Geology","score_opus":0.051089603026627094,"score_gpt":0.29979990649762644,"score_spread":0.24871030347099934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382700945","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":[0.0002712851,0.9987459,0.000080140955,0.000059586888,0.00007823277,0.000006714812,0.00001997097,0.000003731134,0.0007344325],"genre_scores_gemma":[0.0012245364,0.9981285,0.00019356271,0.000042246164,0.000055202945,0.000006046548,0.000022882261,0.0000013481292,0.00032571526],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997583,0.000029471566,0.00005120553,0.000058281348,0.00008505504,0.000017587423],"domain_scores_gemma":[0.9994037,0.00032332103,0.00012849362,0.000012780938,0.000105418214,0.00002619646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000513728,0.000947899,0.0012360169,0.0046953983,0.0003621534,0.0011815638,0.0007072732,0.0010173188,0.004752551],"category_scores_gemma":[0.00079162885,0.00041579135,0.0007244263,0.0037157214,0.00037844863,0.0016179773,0.0005094898,0.0008300597,0.0014023714],"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":[0.00008602248,0.0001566482,0.00029819907,0.10598262,0.00014541227,0.00034812736,0.00014521342,0.00063201215,0.0051026577,0.0032622754,0.0108572515,0.87298363],"study_design_scores_gemma":[0.000012269976,0.00025065136,0.0016304558,0.013629401,0.00038386762,0.0016420187,0.0001992407,0.00015999701,0.0028021752,0.0010743715,0.97817945,0.00003610614],"about_ca_topic_score_codex":0.0019991875,"about_ca_topic_score_gemma":0.0036255817,"teacher_disagreement_score":0.004752551,"about_ca_system_score_codex":0.00036766962,"about_ca_system_score_gemma":0.0011591684,"threshold_uncertainty_score":0.015898824},"labels":[],"label_agreement":null},{"id":"W4382751320","doi":"10.3390/engproc2023036007","title":"Construction and Design Guidelines for Lightweight Cellular Concrete as Pavement Subbase Material","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":false,"ca_institutions":"McMaster University; University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Subbase; Subgrade; Durability; Pavement engineering; Civil engineering; Engineering; Geotechnical engineering; Structural engineering; Materials science; Composite material","score_opus":0.053611628465045816,"score_gpt":0.2769898657947354,"score_spread":0.2233782373296896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382751320","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":[0.0345096,0.007946126,0.74566877,0.004645283,0.0008934738,0.0039326483,0.0013900612,0.0020500785,0.19896396],"genre_scores_gemma":[0.073300384,0.007072892,0.8470038,0.00080412027,0.0001566047,0.002621979,0.001413044,0.0006049496,0.06702214],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99776137,0.0004951687,0.00024374369,0.00009934609,0.0012657533,0.00013461807],"domain_scores_gemma":[0.99742633,0.00036384436,0.00028105956,0.00015513059,0.0015854314,0.00018808343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002759586,0.002029081,0.00077411707,0.0031634835,0.0010407165,0.0014464277,0.0025779023,0.0028455008,0.010618182],"category_scores_gemma":[0.0029797435,0.0012239657,0.00049622817,0.0012901385,0.0009321354,0.001563948,0.0012779357,0.0017361573,0.008638427],"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":[0.00015179222,0.00096051313,0.0036017217,0.0024778917,0.000023890574,0.0019866747,0.0026984036,0.13400467,0.11709614,0.1631274,0.13056414,0.44330677],"study_design_scores_gemma":[0.00007889585,0.0004231836,0.003980655,0.0014390068,0.000040957613,0.0007298946,0.0016575918,0.042283054,0.02161693,0.032485947,0.8951369,0.00012703375],"about_ca_topic_score_codex":0.005581799,"about_ca_topic_score_gemma":0.022994263,"teacher_disagreement_score":0.010618182,"about_ca_system_score_codex":0.0012058647,"about_ca_system_score_gemma":0.003403924,"threshold_uncertainty_score":0.03552133},"labels":[],"label_agreement":null},{"id":"W4382752878","doi":"10.3390/buildings13071681","title":"Properties and Behavior of Rubberized Concrete Enhanced with PVA Fibers","year":2023,"lang":"en","type":"article","venue":"Buildings","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Dalhousie University","keywords":"Flexural strength; Materials science; Scrap; Ultimate tensile strength; Compressive strength; Composite material; Polyvinyl alcohol; Properties of concrete; Metallurgy","score_opus":0.018487554174906367,"score_gpt":0.21016863788925458,"score_spread":0.19168108371434822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382752878","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986884,0.00034892932,0.0005671154,0.0000055016762,0.0000036122328,0.000005792984,0.00008034686,0.000012241173,0.00028808846],"genre_scores_gemma":[0.99824774,0.00020729411,0.00067321525,0.0000062348477,0.0000017574024,0.000007071978,0.00010293471,0.000009298759,0.0007444626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997527,0.00003450393,0.000022977229,0.00005383219,0.00010163256,0.00003434723],"domain_scores_gemma":[0.9994598,0.000103388986,0.0002270844,0.00002780894,0.00012905704,0.00005292319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032243406,0.00041207488,0.0001733761,0.0004821587,0.0001334881,0.00017395103,0.00015819861,0.0002748603,0.0007782343],"category_scores_gemma":[0.00043628135,0.00021928623,0.0003347027,0.00031466197,0.00023556844,0.0002781752,0.00015506071,0.00033791337,0.00021697559],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012796653,0.000021551845,0.0012119608,0.000050444218,0.000013484113,0.000086873995,0.000057091107,0.00097382953,0.9962529,0.000025497877,0.000010142751,0.001168246],"study_design_scores_gemma":[0.000005171507,0.0009913227,0.01999376,0.000018777879,0.000036336383,0.00017489685,0.00010904851,0.002619989,0.9753277,0.000021431762,0.0006803545,0.000021237902],"about_ca_topic_score_codex":0.0010088586,"about_ca_topic_score_gemma":0.0021177975,"teacher_disagreement_score":0.0010088586,"about_ca_system_score_codex":0.00016400067,"about_ca_system_score_gemma":0.00011469852,"threshold_uncertainty_score":0.0026034117},"labels":[],"label_agreement":null},{"id":"W4383175988","doi":"10.5281/zenodo.8117622","title":"EFFECT OF CONCRETE COVER ON BOND OF GFRP BARS IN ULTRA-HIGH-PERFORMANCE FIBER-REINFORCED CONCRETE (UHPFRC)","year":2023,"lang":"en","type":"paratext","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovative concrete reinforcement 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":"","keywords":"Fibre-reinforced plastic; Concrete cover; Materials science; Fiber-reinforced concrete; Reinforced concrete; Structural engineering; Composite material; Fiber; Engineering","score_opus":0.015370359519158477,"score_gpt":0.23391582130802888,"score_spread":0.2185454617888704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383175988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990621,0.00017529,0.00036168066,0.0000033174474,0.0000035743915,0.000004290632,0.000014535065,0.000009420995,0.00036569982],"genre_scores_gemma":[0.99845433,0.00014048068,0.0007166209,0.0000061723904,0.000002972127,0.0000037288073,0.00004330988,0.0000128457805,0.00061947946],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99946433,0.00007200862,0.00003250329,0.000084180654,0.00024772575,0.00009920807],"domain_scores_gemma":[0.9989814,0.00029238715,0.00038128073,0.000069583875,0.00013779868,0.00013744275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004138448,0.00049557915,0.00031392608,0.000282012,0.00036164522,0.0003651802,0.00032564095,0.0004532641,0.0017079203],"category_scores_gemma":[0.00097607647,0.0004625661,0.0003236842,0.0001515639,0.000365168,0.00049038924,0.0006435316,0.00055612705,0.00037005026],"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":[0.0007024177,0.00010120976,0.00803065,0.000086045635,0.000038491977,0.00037770392,0.00023785666,0.0025960524,0.9798069,0.00006979947,0.00003060679,0.007922112],"study_design_scores_gemma":[0.000014039043,0.0037017101,0.05164154,0.000024175904,0.00008301608,0.00038855697,0.0002574588,0.0030171522,0.9397712,0.000033940047,0.0010504355,0.000016908401],"about_ca_topic_score_codex":0.0009114757,"about_ca_topic_score_gemma":0.0026758257,"teacher_disagreement_score":0.0017079203,"about_ca_system_score_codex":0.00032253243,"about_ca_system_score_gemma":0.00024241583,"threshold_uncertainty_score":0.0057135224},"labels":[],"label_agreement":null},{"id":"W4383312054","doi":"10.1016/j.jobe.2023.107279","title":"Explainable ensemble learning data-driven modeling of mechanical properties of fiber-reinforced rubberized recycled aggregate concrete","year":2023,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":90,"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 Calgary; Polytechnique Montréal","funders":"","keywords":"Aggregate (composite); Flexural strength; Ultimate tensile strength; Compressive strength; Materials science; Fiber; Properties of concrete; Composite material; Computer science; Environmental science; Structural engineering; Engineering","score_opus":0.03906432074191687,"score_gpt":0.24357540836037786,"score_spread":0.20451108761846098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383312054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70848477,0.00038766387,0.2878713,0.00028880572,0.000063707485,0.000029713568,0.0004842463,0.00057850505,0.001811279],"genre_scores_gemma":[0.99339205,0.00005026512,0.005535443,0.000021557078,0.000010289836,0.000022442295,0.00024309511,0.000021083351,0.0007037697],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998659,0.000032361295,0.000006351143,0.00004249052,0.000025158528,0.000027761349],"domain_scores_gemma":[0.99934715,0.0004062313,0.000058266436,0.000044683842,0.0001155587,0.000028153918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006292513,0.00058772974,0.0007522151,0.00033735172,0.0002798647,0.0005474287,0.00096704264,0.0011275245,0.00083416456],"category_scores_gemma":[0.0013560447,0.0004369652,0.0009741431,0.00032708657,0.00044520124,0.0006618406,0.00052066613,0.0009816043,0.00013817607],"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":[0.000012817227,0.0000109866205,0.00042219416,0.000004626191,0.000011682322,0.000011589188,0.0000065449817,0.99696296,0.00035034635,0.00021914666,0.000044738183,0.001942331],"study_design_scores_gemma":[3.554184e-7,0.000001582998,0.000055887558,2.266873e-7,7.5828456e-7,5.177377e-7,3.6654853e-7,0.9998301,0.000046244255,0.000056937304,0.000006390333,5.5151065e-7],"about_ca_topic_score_codex":0.01843016,"about_ca_topic_score_gemma":0.014450412,"teacher_disagreement_score":0.01843016,"about_ca_system_score_codex":0.00062077097,"about_ca_system_score_gemma":0.00063848787,"threshold_uncertainty_score":0.03664577},"labels":[],"label_agreement":null},{"id":"W4383504364","doi":"10.2139/ssrn.4503644","title":"A Multidisciplinary Engineering-Based Approach for Tunnelling Strengthening with a New Fibre Reinforced Shotcrete Technology","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovative concrete reinforcement 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":"Shotcrete; Multidisciplinary approach; Quantum tunnelling; Materials science; Civil engineering; Engineering; Geotechnical engineering; Construction engineering; Political science","score_opus":0.01636976903085467,"score_gpt":0.23309042613475803,"score_spread":0.21672065710390337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383504364","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":[0.12329314,0.0007747735,0.8458692,0.00041644624,0.00011319863,0.00016675213,0.000034716675,0.000089490284,0.029242322],"genre_scores_gemma":[0.7543771,0.0007432387,0.22902974,0.00007695948,0.00004528384,0.00019129863,0.0000444464,0.00004523416,0.015446635],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978477,0.000051540086,0.0000087968165,0.000038265414,0.00009240695,0.00002421212],"domain_scores_gemma":[0.99991834,0.00002112375,0.000012119768,0.0000115581915,0.000024652583,0.000012103285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004068224,0.00055931305,0.00065587944,0.0009070616,0.00061869365,0.0010573186,0.00089322944,0.0010343894,0.0026191704],"category_scores_gemma":[0.0003024,0.00028391395,0.0008107839,0.00037068137,0.0006844583,0.0008452212,0.0015938621,0.0006279617,0.00025716354],"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":[0.00010516626,0.0003250105,0.0015706989,0.0005224134,0.00011871356,0.00066587166,0.00038798485,0.6661293,0.11388449,0.13528964,0.0005122445,0.08048851],"study_design_scores_gemma":[0.000018007455,0.00022381604,0.000979605,0.000077539895,0.000057252902,0.0002513649,0.00021888295,0.9532443,0.009223388,0.030432971,0.0052443985,0.000028452032],"about_ca_topic_score_codex":0.0011959927,"about_ca_topic_score_gemma":0.0022510653,"teacher_disagreement_score":0.0026191704,"about_ca_system_score_codex":0.0005816821,"about_ca_system_score_gemma":0.00100215,"threshold_uncertainty_score":0.008762002},"labels":[],"label_agreement":null},{"id":"W4384008468","doi":"10.1139/cjce-2023-0099","title":"Nano-modified cementitious binders reinforced with basalt fiber/polymer pellets as a stabilizer for weak soils","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":3,"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 Manitoba; Concordia Hospital; Hatch (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Materials science; Cementitious; Pellets; Lime; Stabilizer (aeronautics); Composite material; California bearing ratio; Subgrade; Nano-; Soil stabilization; Soil water; Durability; Cement; Scanning electron microscope; Geotechnical engineering; Compressive strength; Metallurgy; Geology; Engineering","score_opus":0.012147974333696916,"score_gpt":0.20317580697758608,"score_spread":0.19102783264388917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384008468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965448,0.0008349904,0.0017832938,0.00001850916,0.000014341342,0.00001135798,0.000042413893,0.000031074025,0.00071917643],"genre_scores_gemma":[0.9960602,0.0004935283,0.0023173308,0.000011413084,0.0000030267024,0.000007084362,0.00004453356,0.000009387842,0.0010535746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999925,0.0000063487446,0.0000046444247,0.000011254723,0.000036837348,0.00001589993],"domain_scores_gemma":[0.9999223,0.0000083116,0.00002862416,0.000004570733,0.000018507744,0.00001775368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010961672,0.00027157608,0.00014278786,0.00034537766,0.00013941841,0.00019497426,0.00015260892,0.00014879633,0.0005219086],"category_scores_gemma":[0.0001126323,0.00009833505,0.00016153394,0.0001484371,0.00013169757,0.00021231997,0.0001336445,0.00026922184,0.00015982946],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025174302,0.000015033538,0.00032643386,0.00004601118,0.0000052352216,0.000035119254,0.000013347867,0.0001833655,0.99732435,0.000051958756,0.000015907985,0.0019580338],"study_design_scores_gemma":[0.0000026735256,0.0001410754,0.0025262283,0.0000067333426,0.000012598942,0.00005438454,0.000028098195,0.00078018435,0.99538237,0.000012398954,0.0010490195,0.0000041792287],"about_ca_topic_score_codex":0.0016732089,"about_ca_topic_score_gemma":0.011811184,"teacher_disagreement_score":0.0016732089,"about_ca_system_score_codex":0.00020152748,"about_ca_system_score_gemma":0.00021736693,"threshold_uncertainty_score":0.0033269525},"labels":[],"label_agreement":null},{"id":"W4384028057","doi":"10.1016/j.conbuildmat.2023.132439","title":"Modeling mixing kinetics for large-scale production of Ultra-High-Performance Concrete: effects of temperature, volume, and mixing method","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"","keywords":"Mixing (physics); Volume (thermodynamics); Torque; Materials science; Kinetics; Thermodynamics; Physics","score_opus":0.00851540903463468,"score_gpt":0.23815311364272948,"score_spread":0.2296377046080948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384028057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66880935,0.0011560094,0.31162122,0.0005774523,0.00015184758,0.00032480128,0.00053570064,0.00064663513,0.016177049],"genre_scores_gemma":[0.9712,0.0004636659,0.021339115,0.000048290403,0.000019259092,0.00024418056,0.00019705799,0.000121166675,0.006367183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99983716,0.000031244548,0.000011150408,0.00003710382,0.000044980778,0.000038312264],"domain_scores_gemma":[0.9989949,0.00072270795,0.000098570024,0.000031736647,0.000104692444,0.000047420508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008399584,0.00091761246,0.0010082263,0.0005163911,0.00071811496,0.0013124757,0.0012222101,0.0023285365,0.0029045963],"category_scores_gemma":[0.0017276594,0.00091420196,0.0012420842,0.0004378135,0.0005652598,0.001425106,0.0005433762,0.0011856428,0.00049012847],"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":[0.000045734672,0.000066776236,0.00043141574,0.00004851773,0.000008525783,0.000034385164,0.00001842987,0.990589,0.0061348365,0.0011813291,0.000059883067,0.001381032],"study_design_scores_gemma":[0.000005559401,0.0000100137095,0.000056047167,9.930851e-7,0.00000231314,0.0000024173994,0.000003266829,0.9984956,0.0012611785,0.0000965428,0.000063714266,0.0000022820611],"about_ca_topic_score_codex":0.018279633,"about_ca_topic_score_gemma":0.009903724,"teacher_disagreement_score":0.018279633,"about_ca_system_score_codex":0.0017071366,"about_ca_system_score_gemma":0.0020260687,"threshold_uncertainty_score":0.036346495},"labels":[],"label_agreement":null},{"id":"W4385303849","doi":"10.18280/acsm.470306","title":"Evaluation of Some Beneficial Environmental Impacts and Enhanced Thermal Properties Resulting from Waste Plastic Integration into Concrete","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Plastic waste; Sustainability; Plastic pollution; Environmental science; Environmental pollution; Waste management; Waste recycling; Environmentally friendly; Pollution; Environmental protection; Engineering","score_opus":0.0453186252569496,"score_gpt":0.2639039052069121,"score_spread":0.2185852799499625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385303849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99559516,0.002109227,0.0008272279,0.00001762862,0.000010254909,0.000021242508,0.00011569178,0.000012397464,0.0012912112],"genre_scores_gemma":[0.9951401,0.0029145193,0.0010882665,0.000010549257,0.000004439441,0.000012890851,0.00008950602,0.000007689459,0.0007320098],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980277,0.00003817589,0.000014676796,0.000026782434,0.00008122348,0.000036498663],"domain_scores_gemma":[0.99986804,0.000028051709,0.000033917204,0.000009364013,0.000044589524,0.0000160326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027390936,0.00041348103,0.00025301788,0.00053537317,0.00017856494,0.00034144198,0.00015057271,0.00030833777,0.0007766825],"category_scores_gemma":[0.00032101668,0.00012106313,0.00042443423,0.00047418734,0.0002276095,0.00032536447,0.0002664545,0.00035832406,0.000114579474],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032861688,0.0001266135,0.0017672152,0.00067103084,0.000026963715,0.00019111141,0.000064191656,0.0020657156,0.98431486,0.00019349829,0.00004859156,0.010201517],"study_design_scores_gemma":[0.000004922007,0.0012262851,0.005958939,0.000031741205,0.00007599643,0.00009052158,0.00011531209,0.0013782539,0.98987216,0.00005839036,0.0011752846,0.000012195359],"about_ca_topic_score_codex":0.00059584813,"about_ca_topic_score_gemma":0.0012766217,"teacher_disagreement_score":0.0007766825,"about_ca_system_score_codex":0.00023897969,"about_ca_system_score_gemma":0.0002221313,"threshold_uncertainty_score":0.002598226},"labels":[],"label_agreement":null},{"id":"W4385628529","doi":"10.5267/j.esm.2023.7.006","title":"Investigating the fracture toughness of the self compacting concrete using ENDB samples by changing the aggregate size and percent of steel fiber","year":2023,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Composite material; Fracture toughness; Aggregate (composite); Toughness; Fiber; Fracture (geology)","score_opus":0.016060243971497395,"score_gpt":0.23111431290889037,"score_spread":0.21505406893739298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385628529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986525,0.000106781205,0.00089527835,0.000005311615,0.000004030511,0.0000058218243,0.00008991596,0.000014703259,0.00022553878],"genre_scores_gemma":[0.9971917,0.0000935177,0.0016139196,0.000009383318,0.000002024885,0.000013819906,0.00013681747,0.000013823226,0.0009250045],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996946,0.000019091987,0.000026292124,0.00008767185,0.00012921297,0.000043109394],"domain_scores_gemma":[0.9995621,0.00009204778,0.00010573297,0.000039977767,0.00014065573,0.00005952876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034733058,0.0004995555,0.00025394929,0.0005754878,0.0001956288,0.00013368503,0.00018379158,0.00036543948,0.0012100448],"category_scores_gemma":[0.0003441738,0.00023906425,0.00023668919,0.00031124725,0.0002873117,0.0002696498,0.00021445585,0.0004232139,0.0001719215],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059605176,0.000016872305,0.0008463274,0.000018878633,0.0000046711407,0.000025412606,0.000061179846,0.00009674433,0.99804485,0.000009969008,0.0000058441406,0.0008096499],"study_design_scores_gemma":[0.0000038668454,0.0003870971,0.030892236,0.000005506861,0.00002223343,0.0000688796,0.00011812326,0.0010016037,0.9671746,0.000013371384,0.00030341526,0.000009033642],"about_ca_topic_score_codex":0.0014176948,"about_ca_topic_score_gemma":0.0042557004,"teacher_disagreement_score":0.0014176948,"about_ca_system_score_codex":0.00012472672,"about_ca_system_score_gemma":0.00008218935,"threshold_uncertainty_score":0.00404799},"labels":[],"label_agreement":null},{"id":"W4385781702","doi":"10.1142/s1758825123500898","title":"Developing Multi-Scale Model for Graphene Cement Nanocomposite: Study of Damage Initiation","year":2023,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Innovative concrete reinforcement 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 Laval","funders":"","keywords":"Materials science; Graphene; Volume fraction; Nanocomposite; Composite material; Aspect ratio (aeronautics); Cement; Nanotechnology","score_opus":0.051208306036911955,"score_gpt":0.3017589935235992,"score_spread":0.25055068748668724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385781702","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":[0.38511854,0.0010877753,0.59355766,0.00047305186,0.000106965446,0.0001825004,0.0002417539,0.00038176516,0.018849976],"genre_scores_gemma":[0.9720428,0.0003511862,0.02078858,0.000051678486,0.000018644803,0.0001629743,0.0000780857,0.000054673383,0.0064513427],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988484,0.000020647703,0.000005244054,0.00003118971,0.00003804621,0.000020015514],"domain_scores_gemma":[0.9998055,0.000058624595,0.000044463595,0.000023967334,0.000046996116,0.000020467098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020865099,0.000723266,0.00055894855,0.00049475883,0.00039967478,0.0004579214,0.0011821605,0.0018686489,0.0013299672],"category_scores_gemma":[0.00044798452,0.00037540766,0.0009424633,0.00024462177,0.0005630981,0.0010764351,0.0006138816,0.00080151245,0.00025690036],"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":[0.000021927344,0.000052472704,0.0005641054,0.00005508997,0.00001652874,0.00019348848,0.000046083376,0.9718087,0.021302557,0.004018534,0.000107596985,0.0018128825],"study_design_scores_gemma":[0.0000011590203,0.000006117567,0.0000705755,0.0000011820423,0.000001765021,0.000007701623,0.0000033399508,0.99910295,0.00052116736,0.00019579567,0.00008591934,0.0000023472007],"about_ca_topic_score_codex":0.008908208,"about_ca_topic_score_gemma":0.00577363,"teacher_disagreement_score":0.008908208,"about_ca_system_score_codex":0.00073005276,"about_ca_system_score_gemma":0.00061611517,"threshold_uncertainty_score":0.017712712},"labels":[],"label_agreement":null},{"id":"W4386028216","doi":"10.1080/15732479.2023.2248100","title":"Characterization of interface properties for modeling the shear behavior of T-beams strengthened with ultra high-performance concrete","year":2023,"lang":"en","type":"article","venue":"Structure and Infrastructure Engineering","topic":"Innovative concrete reinforcement 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":"Polytechnique Montréal","funders":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Materials science; Stiffness; Structural engineering; Shear (geology); Parametric statistics; Ultimate tensile strength; Finite element method; Failure mode and effects analysis; Interface model; Composite material; Ultimate load; Engineering; Computer science","score_opus":0.00704403305622521,"score_gpt":0.1874208263113938,"score_spread":0.1803767932551686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386028216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84816974,0.00015447222,0.14924647,0.000018360246,0.000010379208,0.00007516874,0.0003119148,0.00023829985,0.0017752077],"genre_scores_gemma":[0.98319674,0.00008656652,0.016019698,0.000003446248,0.0000013748512,0.000048291517,0.00017512603,0.000023042097,0.00044565642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987173,0.000017353103,0.000010414142,0.000023293504,0.000060332266,0.000016966063],"domain_scores_gemma":[0.99978834,0.00005523208,0.000048810896,0.000031202944,0.00006537421,0.000010900504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034841505,0.00053607806,0.00022764206,0.0005004303,0.00014784848,0.00034160688,0.00048189863,0.0007131528,0.00077720935],"category_scores_gemma":[0.00048156685,0.00021008331,0.0004906899,0.00026084788,0.00020078465,0.00039282648,0.00022810222,0.00031485915,0.00021728013],"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":[0.0000888059,0.0001950233,0.018827481,0.00019638482,0.000031531465,0.00024671695,0.00017450559,0.5694951,0.39146513,0.000817017,0.00012073213,0.018341627],"study_design_scores_gemma":[0.000005451201,0.0001542692,0.00719618,0.000010825325,0.0000175026,0.000053529253,0.000057142403,0.9364722,0.055519756,0.00013122846,0.0003689298,0.000012981349],"about_ca_topic_score_codex":0.003238545,"about_ca_topic_score_gemma":0.004189791,"teacher_disagreement_score":0.003238545,"about_ca_system_score_codex":0.00020644472,"about_ca_system_score_gemma":0.00051255117,"threshold_uncertainty_score":0.006439388},"labels":[],"label_agreement":null},{"id":"W4386240938","doi":"10.18280/mmep.100426","title":"Evaluating Fresh Properties of Non-Dispersive Reactive Powder Concrete: A Novel Approach","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Innovative concrete reinforcement 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":"Materials science; Environmental science","score_opus":0.07593635980432223,"score_gpt":0.25485958849080065,"score_spread":0.17892322868647842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386240938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7674933,0.0008679888,0.22925384,0.00003357146,0.000022174025,0.00021305839,0.00017089627,0.00024316004,0.001702086],"genre_scores_gemma":[0.8926539,0.0008178201,0.104010366,0.000021281288,0.000010833621,0.00012468288,0.00014598301,0.000028446022,0.002186642],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949944,0.0000621488,0.00003164391,0.000090257534,0.000288877,0.000027660913],"domain_scores_gemma":[0.9995586,0.000099322984,0.00015115684,0.00005433437,0.00010727113,0.000029269631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045472666,0.0006497682,0.00046368342,0.00094698055,0.00014572967,0.0003380505,0.0006196266,0.00042740098,0.0007356482],"category_scores_gemma":[0.00049004884,0.0003138321,0.0003038215,0.0003071413,0.0003926988,0.0004996186,0.00050494465,0.00039030105,0.00019634639],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034336892,0.000033570792,0.0007123793,0.00007618438,0.0000065340023,0.000037978964,0.000031329102,0.00089920807,0.9920373,0.00010593426,0.0000065302647,0.006018777],"study_design_scores_gemma":[0.0000057028205,0.00068211835,0.0032861035,0.000007027861,0.000019509573,0.00016065661,0.000052537678,0.0110296765,0.9839475,0.0001133583,0.00067646673,0.000019296369],"about_ca_topic_score_codex":0.0004957613,"about_ca_topic_score_gemma":0.0012821711,"teacher_disagreement_score":0.00094698055,"about_ca_system_score_codex":0.00019968383,"about_ca_system_score_gemma":0.0003556354,"threshold_uncertainty_score":0.0024609566},"labels":[],"label_agreement":null},{"id":"W4386322711","doi":"10.1016/j.engstruct.2023.116786","title":"Cyclic behavior of lightweight engineered cementitious composite beam-column joints","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Ductility (Earth science); Composite number; Crumb rubber; Dissipation; Natural rubber; Polyvinyl alcohol; Polypropylene; Fiber; Filler (materials); Stiffness; Volume (thermodynamics); Compressive strength; Joint (building); Structural engineering; Creep","score_opus":0.008123715470559172,"score_gpt":0.21336435319480437,"score_spread":0.2052406377242452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386322711","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988728,0.000063340405,0.00043094298,0.0000053907315,0.000004123878,0.000001926696,0.00004501533,0.00002201793,0.0005543593],"genre_scores_gemma":[0.99933124,0.000016490889,0.00015397409,0.000002992547,9.159565e-7,0.0000015865372,0.00003588747,0.00000644372,0.00045048064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998716,0.000013075593,0.000004958016,0.000023311057,0.000054072407,0.000032922613],"domain_scores_gemma":[0.99965906,0.00008009017,0.00009451285,0.000020958903,0.0000891256,0.00005626772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012190891,0.00015683124,0.00010725297,0.0003010345,0.00015945818,0.00017648327,0.00021207232,0.00020600387,0.0024510522],"category_scores_gemma":[0.00039972566,0.00013313153,0.00009965188,0.00021943935,0.00038791355,0.00017123634,0.00010949011,0.0002327787,0.00018699068],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031459192,0.00007473902,0.0023913865,0.000042183314,0.000011327539,0.00012503772,0.00012934845,0.008322758,0.98449326,0.00025155835,0.00011493512,0.003728717],"study_design_scores_gemma":[0.000017634775,0.0010192088,0.039395552,0.000015753802,0.000029959992,0.0001157357,0.00021208936,0.07878643,0.879188,0.00013077055,0.0010477185,0.000041148112],"about_ca_topic_score_codex":0.0022238228,"about_ca_topic_score_gemma":0.004442671,"teacher_disagreement_score":0.0024510522,"about_ca_system_score_codex":0.00029667298,"about_ca_system_score_gemma":0.0002139671,"threshold_uncertainty_score":0.008199632},"labels":[],"label_agreement":null},{"id":"W4386374794","doi":"10.1016/j.jobe.2023.107694","title":"Mechanical and seepage characteristics of polyvinyl alcohol fiber concrete under stress-seepage coupling","year":2023,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Materials science; Polyvinyl alcohol; Composite material; Ettringite; Permeability (electromagnetism); Cement; Scanning electron microscope; Compaction; Pore water pressure; Stress (linguistics); Geotechnical engineering; Geology; Chemistry; Portland cement","score_opus":0.015057035943338126,"score_gpt":0.2395902578842054,"score_spread":0.22453322194086728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386374794","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99929416,0.000039486877,0.00022862028,0.0000047541935,0.0000033034412,0.0000029552978,0.00004850785,0.0000069639086,0.00037118132],"genre_scores_gemma":[0.99933606,0.000022019192,0.00005721266,0.0000036352862,0.000001740909,0.000001866827,0.00004536485,0.0000023337586,0.0005296801],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997695,0.00002166417,0.000012099153,0.000036522066,0.00011551112,0.00004461831],"domain_scores_gemma":[0.9993104,0.00016729344,0.00016339362,0.000032870135,0.00022612211,0.00009993197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026538005,0.00024740855,0.0002070659,0.00045522366,0.00024142562,0.00017655868,0.00018141032,0.0003769784,0.002340953],"category_scores_gemma":[0.00042986567,0.00020960192,0.0002468798,0.0003834559,0.00042274458,0.00024064402,0.00013676312,0.00028531224,0.00022920166],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007132499,0.00008878261,0.010225094,0.000040911433,0.000017369342,0.00038949455,0.00023476494,0.0025811084,0.98215413,0.000103221,0.00007257367,0.003379316],"study_design_scores_gemma":[0.000025791946,0.00164236,0.33091593,0.000015003647,0.0000666032,0.00039742855,0.0006815541,0.015199982,0.6501185,0.00011967158,0.00076541695,0.000051750954],"about_ca_topic_score_codex":0.001641578,"about_ca_topic_score_gemma":0.002838404,"teacher_disagreement_score":0.002340953,"about_ca_system_score_codex":0.00018319985,"about_ca_system_score_gemma":0.0001936608,"threshold_uncertainty_score":0.007831216},"labels":[],"label_agreement":null},{"id":"W4386523462","doi":"10.1016/j.jclepro.2023.138673","title":"Machine learning models for predicting compressive strength of fiber-reinforced concrete containing waste rubber and recycled aggregate","year":2023,"lang":"en","type":"article","venue":"Journal of Cleaner Production","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":115,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Compressive strength; Aggregate (composite); Natural rubber; Random forest; Decision tree; Linear regression; Mean squared error; Fiber; Artificial neural network; Computer science; Machine learning; Mathematics; Materials science; Composite material; Statistics","score_opus":0.02399880235410645,"score_gpt":0.24220747722058575,"score_spread":0.2182086748664793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386523462","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93366015,0.0005460203,0.063332185,0.0002679506,0.000074211035,0.00004566088,0.000370143,0.00039529352,0.001308392],"genre_scores_gemma":[0.9937424,0.000086209875,0.0049554496,0.000019355248,0.000016060425,0.000030131796,0.00026701263,0.000007267541,0.0008760512],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977726,0.00006757247,0.000021704749,0.0000579974,0.000036989037,0.00003857205],"domain_scores_gemma":[0.998041,0.0014152178,0.00015811513,0.000045399527,0.000296785,0.000043590197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001141656,0.0009497133,0.0006868169,0.00064927083,0.00037935455,0.0006534975,0.0007841946,0.0011743053,0.0009437685],"category_scores_gemma":[0.0024478235,0.00040907974,0.00080140895,0.00042201258,0.00031433784,0.0005908625,0.0003339852,0.0010701892,0.00025223603],"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":[0.00007511766,0.0001138465,0.0028859202,0.000013681287,0.000035104178,0.000018334335,0.00000803163,0.9841045,0.00054369,0.00013324876,0.00017257476,0.011895995],"study_design_scores_gemma":[0.0000014091215,0.0000076011875,0.00021367123,6.9815405e-7,0.0000021609426,8.5824803e-7,0.0000011722718,0.99959546,0.00012831397,0.000040189963,0.000007493204,0.0000010044928],"about_ca_topic_score_codex":0.022347566,"about_ca_topic_score_gemma":0.016891371,"teacher_disagreement_score":0.022347566,"about_ca_system_score_codex":0.0010616204,"about_ca_system_score_gemma":0.00079886394,"threshold_uncertainty_score":0.044434965},"labels":[],"label_agreement":null},{"id":"W4386577623","doi":"10.1016/j.conbuildmat.2023.133252","title":"Optimization of the compressive strength of used tire/cement phase composite concretes using a full factorial design","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Université du Québec","funders":"Agence Française de Développement; World Bank Group","keywords":"Factorial experiment; Compressive strength; Materials science; Composite material; Fractional factorial design; Composite number; Cement; Natural rubber; Mathematics","score_opus":0.033213616987755254,"score_gpt":0.2717910039479342,"score_spread":0.23857738696017894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386577623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96325487,0.0003183077,0.03359427,0.00001794634,0.000018725117,0.00020582342,0.0001795914,0.00011449256,0.0022959872],"genre_scores_gemma":[0.97452974,0.0001526445,0.023704117,0.00000901992,0.0000043911978,0.00021246297,0.00009866811,0.000024136416,0.0012648242],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992384,0.00016625429,0.00005127808,0.00013526436,0.00029753323,0.000111401765],"domain_scores_gemma":[0.99962103,0.00015081376,0.00007915363,0.00003334805,0.0000809947,0.000034649474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010019634,0.00068979064,0.0008821128,0.00069091475,0.00032665528,0.0005117311,0.0005664482,0.00053054316,0.0018728148],"category_scores_gemma":[0.00061004114,0.00038605422,0.0008281814,0.00048964797,0.0003201563,0.00028991583,0.00031756266,0.0003346673,0.0002284825],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00206552,0.0010796443,0.001289195,0.0004856005,0.00008717919,0.000058386955,0.000045267843,0.10767365,0.86251676,0.0008407802,0.00010951942,0.023748355],"study_design_scores_gemma":[0.00039933948,0.012308871,0.013779466,0.000027329592,0.00043941467,0.00011935413,0.00006902024,0.14159189,0.82650715,0.00043892858,0.004225944,0.00009329118],"about_ca_topic_score_codex":0.0006794206,"about_ca_topic_score_gemma":0.0014681009,"teacher_disagreement_score":0.0018728148,"about_ca_system_score_codex":0.0006146415,"about_ca_system_score_gemma":0.00081562245,"threshold_uncertainty_score":0.0062651634},"labels":[],"label_agreement":null},{"id":"W4386616388","doi":"10.18280/acsm.470406","title":"Comparative Performance of SF, PPF and Hybrid Fiber-Reinforced Self-Compacting Lightweight Concrete under Fire Exposure","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Structural engineering; Fiber; Materials science; Composite material; Fiber-reinforced concrete; Fire resistance; Forensic engineering; Engineering","score_opus":0.03586597702393495,"score_gpt":0.2634382835957739,"score_spread":0.22757230657183897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386616388","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988992,0.0003424626,0.00049350836,0.0000042818438,0.000004460586,0.0000052018895,0.00003334597,0.00001032032,0.00020726369],"genre_scores_gemma":[0.99798054,0.00029771694,0.0009491936,0.0000060415305,0.000002327157,0.0000061159712,0.000063682426,0.000007723095,0.00068657956],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997956,0.000024530733,0.000017554747,0.000046947138,0.000081988685,0.00003341583],"domain_scores_gemma":[0.99971896,0.000041285857,0.00008156285,0.00002376765,0.000083340805,0.00005113417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032003943,0.0003334148,0.00025361756,0.00031764805,0.0001260557,0.00016521345,0.00013368655,0.00024972943,0.00060495065],"category_scores_gemma":[0.0003653228,0.00012946715,0.00023060586,0.00015075042,0.00017680852,0.00024550472,0.00017989588,0.00022155556,0.000114612485],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018682591,0.000019136865,0.0010858423,0.00004584024,0.000010467264,0.000042862237,0.000038085942,0.0004650791,0.9954809,0.000011953784,0.0000063304155,0.0026067968],"study_design_scores_gemma":[0.0000034768707,0.0011523927,0.011793547,0.000009056981,0.000033113018,0.000113242335,0.000060964474,0.0011481363,0.9852272,0.000010104467,0.00043994078,0.000008693275],"about_ca_topic_score_codex":0.00072444696,"about_ca_topic_score_gemma":0.002158762,"teacher_disagreement_score":0.00072444696,"about_ca_system_score_codex":0.00011538074,"about_ca_system_score_gemma":0.000099793,"threshold_uncertainty_score":0.0020237565},"labels":[],"label_agreement":null},{"id":"W4386618740","doi":"10.18280/acsm.470402","title":"Effects of Coal Ash and Walnut Shell on the Impact Resistance and Mechanical Properties of Eco-Efficient Self-Compacting Concrete","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":15,"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":"Impact resistance; Shell (structure); Materials science; Coal; Fly ash; Resistance (ecology); Composite material; Waste management; Environmental science; Engineering; Agronomy","score_opus":0.024799318109079947,"score_gpt":0.2483953981273038,"score_spread":0.22359608001822384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386618740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994998,0.00014845027,0.0001758622,0.000003060254,0.0000015678842,0.0000043834443,0.000013849395,0.000005042884,0.00014795798],"genre_scores_gemma":[0.9992791,0.000091678,0.00031478706,0.000005280949,8.316125e-7,0.000002122117,0.000022388462,0.0000032034397,0.0002806524],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965,0.000048755202,0.00003318012,0.0000557162,0.00016923595,0.000043152802],"domain_scores_gemma":[0.99965143,0.00005091054,0.00013501426,0.000018772216,0.00006770962,0.00007622008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000268403,0.00038983903,0.000255891,0.0003199299,0.00014992573,0.00030701573,0.00023322011,0.00025632908,0.0007486163],"category_scores_gemma":[0.00032855294,0.00017372759,0.0002636525,0.00017370506,0.00022399738,0.0002970381,0.00026980694,0.00027245862,0.00013208731],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029951826,0.00006557536,0.0035977873,0.00006250589,0.000028117727,0.000078762816,0.00003444471,0.0009663802,0.9921938,0.000019189662,0.0000059644753,0.0026478854],"study_design_scores_gemma":[0.000010235506,0.0019578272,0.046819095,0.0000112706275,0.0000958017,0.000113891954,0.00010483827,0.0026406415,0.9474313,0.00001741804,0.0007823527,0.000015360214],"about_ca_topic_score_codex":0.0014974403,"about_ca_topic_score_gemma":0.005052495,"teacher_disagreement_score":0.0014974403,"about_ca_system_score_codex":0.00023763889,"about_ca_system_score_gemma":0.00017960485,"threshold_uncertainty_score":0.0029774904},"labels":[],"label_agreement":null},{"id":"W4386690691","doi":"10.4028/p-kcf6yl","title":"Variability Analysis of Compressive and Flexural Performance of Coconut Fibre Reinforced Self-Compacting Concrete","year":2023,"lang":"en","type":"article","venue":"International journal of engineering research in Africa","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Flexural strength; Compressive strength; Materials science; Fiber; Composite material; Cement; Toughness; Natural fiber","score_opus":0.042976938022713636,"score_gpt":0.32251153918624365,"score_spread":0.27953460116353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386690691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841404,0.00008638484,0.00082161714,0.0000029741736,0.0000018754014,0.0000048778556,0.00018043647,0.000019895908,0.0004678396],"genre_scores_gemma":[0.99939966,0.000020672647,0.0001874505,9.876627e-7,9.412811e-7,0.0000026584728,0.00018950968,0.0000048171783,0.00019324945],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995509,0.000031141673,0.000020999008,0.00009963547,0.0002670002,0.000030334002],"domain_scores_gemma":[0.99917656,0.0002351777,0.0001809518,0.000065640794,0.00030292422,0.00003876262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041102502,0.0002410406,0.00023445215,0.0007663118,0.0001569397,0.00022167686,0.00026151875,0.00024300381,0.00043659232],"category_scores_gemma":[0.0006441741,0.00010715953,0.0002572381,0.0005829498,0.00014914278,0.00016537849,0.00012350688,0.00016083909,0.00012823225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006146892,0.00019852527,0.097936206,0.00010450209,0.00008886054,0.00028031523,0.00015047411,0.019437985,0.85823315,0.000105911146,0.00012701219,0.022722265],"study_design_scores_gemma":[0.000009582128,0.0012852912,0.55561215,0.000007869709,0.00010012296,0.00036380463,0.00010584546,0.04790153,0.39347303,0.00008891178,0.0010101546,0.000041771353],"about_ca_topic_score_codex":0.0023049663,"about_ca_topic_score_gemma":0.0030477652,"teacher_disagreement_score":0.0023049663,"about_ca_system_score_codex":0.00028698402,"about_ca_system_score_gemma":0.00011647789,"threshold_uncertainty_score":0.0045831203},"labels":[],"label_agreement":null},{"id":"W4386691924","doi":"10.1016/j.istruc.2023.105175","title":"Structural performance of fiber-reinforced SCC beams containing Stalite lightweight aggregates","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Fiber; Structural engineering; Composite material; Engineering","score_opus":0.012165290485566693,"score_gpt":0.23233006983568297,"score_spread":0.22016477935011627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386691924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993198,0.000068447225,0.00044134917,0.0000016607783,0.0000014572427,0.0000026018452,0.00002665016,0.000011126839,0.00012683391],"genre_scores_gemma":[0.9985567,0.00008757013,0.00075202895,0.000004894822,0.0000011048943,0.00000502702,0.00006980441,0.000005228904,0.00051764946],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997658,0.000021552729,0.000017205273,0.000034656183,0.00012973488,0.000031089072],"domain_scores_gemma":[0.9995776,0.00008277514,0.0001223433,0.000033404784,0.00014064182,0.000043214164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035521926,0.00041196393,0.0002000581,0.0004202608,0.00015393095,0.00014275695,0.00023878108,0.0002747217,0.0010600424],"category_scores_gemma":[0.00032806187,0.00017851165,0.00022279138,0.0002100184,0.00023276094,0.00025275722,0.00020926744,0.00016273052,0.00023635678],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007199152,0.000017967917,0.0047792783,0.00003322832,0.000011061893,0.000035340177,0.0000476847,0.0011432176,0.991122,0.00001659295,0.000011521038,0.002710003],"study_design_scores_gemma":[0.0000049438568,0.0009837403,0.047461383,0.0000119970455,0.000039174916,0.00008763531,0.00011573025,0.00384914,0.9468429,0.000014447275,0.00057730137,0.000011532111],"about_ca_topic_score_codex":0.001632565,"about_ca_topic_score_gemma":0.007010863,"teacher_disagreement_score":0.001632565,"about_ca_system_score_codex":0.00017648427,"about_ca_system_score_gemma":0.00018055076,"threshold_uncertainty_score":0.0035461783},"labels":[],"label_agreement":null},{"id":"W4386745108","doi":"10.1201/9781003323020-269","title":"Condition assessment and management protocols for concrete infrastructure affected by internal swelling reactions: Challenge and research needs","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"","keywords":"Swelling; Construction engineering; Computer science; Engineering; Chemical engineering","score_opus":0.05200751603943437,"score_gpt":0.35506573282124404,"score_spread":0.30305821678180966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386745108","genre_codex":"review","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":[0.03053362,0.4853097,0.22768302,0.010815643,0.0053463997,0.0010008123,0.00085617934,0.0015492563,0.23690543],"genre_scores_gemma":[0.11412005,0.41519424,0.22336368,0.0022263783,0.0017862653,0.0006391602,0.0013590149,0.0005094887,0.24080169],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994099,0.0000810567,0.000030733867,0.00007891413,0.00037361367,0.000025765014],"domain_scores_gemma":[0.99914944,0.00034437198,0.00006894685,0.00004280174,0.00036504585,0.000029296096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013251593,0.00062119414,0.0005585425,0.0011772106,0.00041192744,0.0021099097,0.0014492528,0.0011975003,0.0068651917],"category_scores_gemma":[0.0015248966,0.0002532235,0.0003488538,0.0009434439,0.00075028784,0.0031337242,0.00075207534,0.001429354,0.0036607557],"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":[0.00004449952,0.00015754363,0.0006211665,0.004774541,0.000017002303,0.00041425144,0.0009605303,0.0055401972,0.026631897,0.031255446,0.03639319,0.8931898],"study_design_scores_gemma":[0.000011114191,0.00038057976,0.0029868786,0.0047674165,0.000055281398,0.0015860577,0.0019301389,0.009200875,0.026227657,0.027237013,0.92549634,0.00012057503],"about_ca_topic_score_codex":0.0017595324,"about_ca_topic_score_gemma":0.0036984766,"teacher_disagreement_score":0.0068651917,"about_ca_system_score_codex":0.00078372326,"about_ca_system_score_gemma":0.0017135899,"threshold_uncertainty_score":0.022966385},"labels":[],"label_agreement":null},{"id":"W4386783597","doi":"10.1016/j.conbuildmat.2023.133233","title":"Fiber-reinforced recycled aggregate concrete with crumb rubber: A state-of-the-art review","year":2023,"lang":"en","type":"review","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia; Polytechnique Montréal","funders":"","keywords":"Crumb rubber; Materials science; Aggregate (composite); Toughness; Flexural strength; Ultimate tensile strength; Ductility (Earth science); Composite material; Natural rubber; Environmentally friendly; Properties of concrete; Compressive strength; Creep","score_opus":0.023282782868630912,"score_gpt":0.26912269433115965,"score_spread":0.24583991146252873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386783597","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":[0.00041356517,0.99855703,0.00016861537,0.000094730356,0.00010783565,0.000007972763,0.000040813287,0.000008185374,0.0006011725],"genre_scores_gemma":[0.0014041826,0.997996,0.00021265859,0.00006620518,0.00007273263,0.0000072595244,0.000047321435,0.0000014785769,0.0001922561],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994925,0.000058153382,0.00011476428,0.00011846229,0.00017148019,0.000044611566],"domain_scores_gemma":[0.9987149,0.0005939399,0.0003247788,0.000032263495,0.00026933814,0.00006478724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010234285,0.0011383471,0.0019964364,0.0051810844,0.0003798862,0.0018141969,0.0012956613,0.0010711756,0.0042174743],"category_scores_gemma":[0.0013888169,0.0005563555,0.001394474,0.0052353884,0.0004823904,0.0019346791,0.0007911696,0.0008686185,0.001199273],"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":[0.0001253719,0.00021550187,0.0008845571,0.20229527,0.0004999304,0.00050497655,0.0002366035,0.0011989813,0.0066711507,0.0033091297,0.018337213,0.76572126],"study_design_scores_gemma":[0.00001656994,0.00033960055,0.0027552485,0.026892252,0.0020349445,0.0016734943,0.00022584505,0.00037385066,0.003519736,0.0012566503,0.9608463,0.00006553751],"about_ca_topic_score_codex":0.0019748998,"about_ca_topic_score_gemma":0.002516597,"teacher_disagreement_score":0.0051810844,"about_ca_system_score_codex":0.0005184114,"about_ca_system_score_gemma":0.0028850439,"threshold_uncertainty_score":0.014108837},"labels":[],"label_agreement":null},{"id":"W4387253474","doi":"10.59196/tric.mex/978-81-956233-1-0_4","title":"Properties Evaluation of Self Compacting Concrete Made with Industrial By-Products","year":2023,"lang":"en","type":"book-chapter","venue":"Materials Engineering Research","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Phosphogypsum; Compressive strength; Cement; Superplasticizer; Waste management; Environmental science; Portland cement; Durability; Materials science; Engineering; Composite material; Raw material","score_opus":0.1879467900857973,"score_gpt":0.3001235919829132,"score_spread":0.11217680189711593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387253474","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.977585,0.0030622073,0.006843115,0.000019674284,0.000016756114,0.000035388388,0.00023705309,0.00010120198,0.012099449],"genre_scores_gemma":[0.97513074,0.0018235481,0.006033854,0.000012036288,0.0000058941355,0.000019949457,0.00044272366,0.00004830663,0.016482886],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998447,0.000016825761,0.0000063816383,0.00001640799,0.00010694926,0.000008684377],"domain_scores_gemma":[0.9999049,0.000022849454,0.000022887161,0.00001209222,0.000029462873,0.000007804005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001894197,0.0002993585,0.00014901088,0.0006261178,0.00012542085,0.00018672255,0.00028010973,0.00020363403,0.0012584009],"category_scores_gemma":[0.00016507236,0.000114157214,0.00019238648,0.0006145824,0.00014851455,0.00030152252,0.0001529412,0.00016849008,0.00040032036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009145681,0.00007545737,0.0023439885,0.00019953612,0.00000845698,0.00015083626,0.00008670558,0.0024754773,0.9682362,0.00028115016,0.00017147466,0.025879273],"study_design_scores_gemma":[0.0000037077027,0.0007277936,0.020152004,0.000028874809,0.000028870263,0.00037318718,0.000083022875,0.00433923,0.9669126,0.00009905805,0.0072403275,0.000011393789],"about_ca_topic_score_codex":0.00043158483,"about_ca_topic_score_gemma":0.0013329656,"teacher_disagreement_score":0.0012584009,"about_ca_system_score_codex":0.0001789493,"about_ca_system_score_gemma":0.00013953252,"threshold_uncertainty_score":0.004209757},"labels":[],"label_agreement":null},{"id":"W4387378547","doi":"10.1016/j.jobe.2023.107881","title":"Effect of severe sulfate exposure on the bonding behavior of hybrid engineered composite systems","year":2023,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Scanning electron microscope; Composite material; Composite number; Ultimate tensile strength; Microstructure; Flexural strength; Sulfate; Compressive strength; Bond strength; Tension (geology); Sodium sulfate; Metallurgy; Sodium; Layer (electronics)","score_opus":0.00933310149063424,"score_gpt":0.22542702561343794,"score_spread":0.2160939241228037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387378547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995546,0.000053062042,0.00012085419,0.000004715222,0.0000046110395,0.000002265722,0.000029516297,0.000006346066,0.0002240381],"genre_scores_gemma":[0.99938476,0.000053671745,0.000115578485,0.0000070332753,0.0000016359429,0.0000021012374,0.000029615489,0.0000051432107,0.00040044216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998776,0.00001449099,0.000009655916,0.000021604159,0.000035133562,0.00004144307],"domain_scores_gemma":[0.9998541,0.000031504733,0.000031325035,0.000015262282,0.000041406267,0.000026393476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012933895,0.0002383112,0.0001794975,0.000119047865,0.00016401787,0.00017537981,0.00012676531,0.00019957552,0.0017147062],"category_scores_gemma":[0.0002075565,0.00014159999,0.0001720317,0.00010772549,0.00019880138,0.00016533796,0.00015262069,0.00023720699,0.00013370618],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033740094,0.000042556134,0.00048098483,0.00003338231,0.000013507781,0.00006327586,0.0000584767,0.0005406215,0.9973213,0.00003684044,0.0000333713,0.0010382046],"study_design_scores_gemma":[0.0000037541417,0.00030626537,0.002699551,0.000001669117,0.000009431046,0.000016984046,0.000043614706,0.0008269713,0.9958917,0.000009382065,0.00018558918,0.000005067321],"about_ca_topic_score_codex":0.0010110693,"about_ca_topic_score_gemma":0.0018776575,"teacher_disagreement_score":0.0017147062,"about_ca_system_score_codex":0.00012818225,"about_ca_system_score_gemma":0.00017395485,"threshold_uncertainty_score":0.0057362914},"labels":[],"label_agreement":null},{"id":"W4387399698","doi":"10.23967/c.dbmc.2023.021","title":"Durability of GFRP and BFRP Bars in Sulfoaluminate Cement Concrete Made with Seawater and Sea Sand","year":2023,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"McMaster University","funders":"","keywords":"Durability; Seawater; Cement; Corrosion; Fibre-reinforced plastic; Materials science; Portland cement; Composite material; Ultimate tensile strength; Basalt fiber; Glass fiber; Geology; Fiber","score_opus":0.009610890978848942,"score_gpt":0.20663840946518028,"score_spread":0.19702751848633135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387399698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99926776,0.00024345236,0.00016923707,0.000008683074,0.000008099801,0.0000048718684,0.000059847596,0.0000063642183,0.00023170272],"genre_scores_gemma":[0.9984812,0.00022930364,0.0004125557,0.000006427215,0.000002888024,0.000007633911,0.00008215317,0.0000036541483,0.0007742265],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952364,0.000053801075,0.00005059395,0.00008418742,0.00022304457,0.000064743675],"domain_scores_gemma":[0.9994473,0.00007024462,0.00019445387,0.000032971155,0.00015738633,0.0000976213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043920756,0.0005362225,0.00026701653,0.00035218216,0.00020158071,0.00026193896,0.00028454073,0.00046298493,0.00075829274],"category_scores_gemma":[0.0005606937,0.00020917786,0.00035771687,0.00027983988,0.0003190101,0.00038948038,0.00029986497,0.00054087106,0.00017064337],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021990247,0.000033562203,0.0020511488,0.00007349657,0.000015798181,0.000087999295,0.00011183284,0.00050525455,0.9948774,0.00003659959,0.000021898008,0.0019651896],"study_design_scores_gemma":[0.000009033907,0.00228573,0.027338777,0.000022932498,0.000046235942,0.00016322738,0.00032240432,0.0014655106,0.96755546,0.000029899233,0.000733608,0.000027182963],"about_ca_topic_score_codex":0.0025704377,"about_ca_topic_score_gemma":0.0044097155,"teacher_disagreement_score":0.0025704377,"about_ca_system_score_codex":0.00030776506,"about_ca_system_score_gemma":0.00023458585,"threshold_uncertainty_score":0.005110979},"labels":[],"label_agreement":null},{"id":"W4387875814","doi":"10.3390/buildings13102666","title":"Mechanical Properties of PVC Fiber-Reinforced Concrete—Effects of Fiber Content and Length","year":2023,"lang":"en","type":"article","venue":"Buildings","topic":"Innovative concrete reinforcement 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":"George Brown College","funders":"","keywords":"Materials science; Composite material; Ultimate tensile strength; Fiber; Toughness; Flexural strength; Compressive strength; Slump; Modulus; Fiber-reinforced concrete; Elastic modulus; Properties of concrete; Young's modulus","score_opus":0.025609624712600153,"score_gpt":0.2171850747942332,"score_spread":0.19157545008163307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387875814","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986104,0.00047053178,0.0005169939,0.000008525464,0.0000032185303,0.0000061915384,0.0000830024,0.000011764949,0.00028934734],"genre_scores_gemma":[0.9990614,0.00017883907,0.00034386828,0.0000049130654,0.000002599595,0.000004180694,0.00009752313,0.000006547634,0.00030018305],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963474,0.0000468396,0.000034599136,0.00006116491,0.00017540167,0.00004727387],"domain_scores_gemma":[0.99911493,0.00024285864,0.0003106064,0.000049457973,0.00017518946,0.00010697287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038180206,0.0005493629,0.00026277642,0.00057550264,0.00021668099,0.0002377733,0.00016313008,0.00031334418,0.0007831846],"category_scores_gemma":[0.00071446266,0.0002278577,0.00030120963,0.0003587043,0.00024971776,0.00033002277,0.00016510685,0.00031864017,0.0001937164],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013450962,0.000035588386,0.0043906285,0.000058716243,0.000019000736,0.00007696847,0.00003394951,0.0011827506,0.9918499,0.000011884372,0.000009344747,0.0021966777],"study_design_scores_gemma":[0.0000058813434,0.0016479769,0.078767,0.00001492137,0.000054554555,0.00027365112,0.000093915376,0.0019789797,0.9165694,0.000026267362,0.0005452353,0.000022320688],"about_ca_topic_score_codex":0.0009722489,"about_ca_topic_score_gemma":0.0019400314,"teacher_disagreement_score":0.0009722489,"about_ca_system_score_codex":0.00018716033,"about_ca_system_score_gemma":0.00016170947,"threshold_uncertainty_score":0.0026199818},"labels":[],"label_agreement":null},{"id":"W4387889801","doi":"10.1016/j.conbuildmat.2023.133744","title":"Flexural performance and crack closing capacity of double-hooked-end superelastic shape memory alloy fibre-reinforced concrete beams under cyclic loading using digital image correlation","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":22,"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":"Natural Sciences and Engineering Research Council of Canada; Mastercard Foundation","keywords":"Materials science; Shape-memory alloy; Flexural strength; Composite material; Digital image correlation; SMA*; Nickel titanium; Volume fraction; Bending; Deflection (physics); Toughness; Compressive strength; Three point flexural test; Cracking; Structural engineering","score_opus":0.02148499212931624,"score_gpt":0.2329469808751883,"score_spread":0.21146198874587208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387889801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985513,0.000083394596,0.00087636913,0.0000069839557,0.0000036114131,0.000002797161,0.00008651305,0.000027362152,0.00036168177],"genre_scores_gemma":[0.99898654,0.000043052987,0.0003217048,0.000003108806,0.0000017189526,0.000003697503,0.0000635753,0.0000045015368,0.0005722329],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977714,0.000019772762,0.000013606297,0.00004770285,0.000108123415,0.00003365661],"domain_scores_gemma":[0.9992995,0.00021998207,0.00014377043,0.00007634847,0.00021175857,0.000048550548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034002407,0.00026054762,0.00019704632,0.0007104168,0.00016728435,0.00013077878,0.00034337575,0.00035831382,0.0016951486],"category_scores_gemma":[0.0006063539,0.00018359961,0.00022209404,0.0005554032,0.00035263353,0.00030051262,0.00020647347,0.0001802092,0.00023664247],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062379526,0.000100100115,0.006139079,0.000074384334,0.000015159208,0.00010637884,0.00016922379,0.009292073,0.9671543,0.00011228925,0.00013927497,0.016074112],"study_design_scores_gemma":[0.000013326701,0.00078257837,0.068512835,0.000011346817,0.000043110333,0.00010747229,0.00011234774,0.061210457,0.8687244,0.000049698734,0.0003839236,0.000048561586],"about_ca_topic_score_codex":0.0027934706,"about_ca_topic_score_gemma":0.0041543455,"teacher_disagreement_score":0.0027934706,"about_ca_system_score_codex":0.00019369922,"about_ca_system_score_gemma":0.00016908848,"threshold_uncertainty_score":0.0056708455},"labels":[],"label_agreement":null},{"id":"W4388247310","doi":"10.18280/acsm.470505","title":"Mechanical and Thermal Characteristics of Concrete Reinforced with Crushed Glass and Glass Fiber: An Experimental Study","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Materials science; Flexural strength; Composite material; Compressive strength; Glass fiber; Aggregate (composite); Ultimate tensile strength; Cement; Glass recycling; Water–cement ratio; Fiber; Properties of concrete","score_opus":0.030518418618935294,"score_gpt":0.27281755152076237,"score_spread":0.24229913290182709,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388247310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992324,0.00014257987,0.0003223273,0.00000289685,0.000003044092,0.00000916714,0.000073456635,0.0000048363713,0.00020918944],"genre_scores_gemma":[0.9980946,0.00022307578,0.00077005784,0.000005044345,0.0000031863387,0.000012142233,0.00009824686,0.0000035579583,0.00079006795],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974984,0.00002217099,0.000019389832,0.00004722406,0.0001234194,0.0000378482],"domain_scores_gemma":[0.9997316,0.000049910996,0.00008689877,0.000021742124,0.00007198021,0.0000379287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028903573,0.00048719282,0.00027635598,0.00041444707,0.0002754264,0.00013752475,0.0002137367,0.00046298452,0.0011943699],"category_scores_gemma":[0.0001881469,0.00018791403,0.0003525204,0.0003217499,0.0003529231,0.00023138532,0.00018302823,0.00037873915,0.00019853334],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096504744,0.00010566273,0.0012610795,0.000045323566,0.000005735616,0.000059101014,0.000048580172,0.00056037185,0.9969452,0.000019205103,0.000008072132,0.0008451829],"study_design_scores_gemma":[0.000010105724,0.0031726605,0.027887147,0.000010559888,0.00003789891,0.0001416351,0.00013642781,0.0021171493,0.9657664,0.00002527529,0.0006729948,0.000021765194],"about_ca_topic_score_codex":0.0015067626,"about_ca_topic_score_gemma":0.0039033473,"teacher_disagreement_score":0.0015067626,"about_ca_system_score_codex":0.0002434333,"about_ca_system_score_gemma":0.00019275903,"threshold_uncertainty_score":0.0039955378},"labels":[],"label_agreement":null},{"id":"W4388303569","doi":"10.18280/acsm.470501","title":"Predicting Mechanical Properties of Concrete Using Equivalent Mortar: A Comparative Study","year":2023,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Mortar; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.17080736901602503,"score_gpt":0.3315952439274725,"score_spread":0.1607878749114475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388303569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99487454,0.00034185746,0.0039567784,0.000004403087,0.0000033964122,0.000014952796,0.00010807872,0.000033268483,0.0006627558],"genre_scores_gemma":[0.99626523,0.00027926743,0.0029667327,0.0000018051128,0.0000028128654,0.00000551587,0.00014049027,0.0000061372575,0.00033196548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996829,0.00005510121,0.000030146273,0.000081907856,0.00012996433,0.000019973015],"domain_scores_gemma":[0.9992956,0.00033079856,0.000116154566,0.00007461806,0.00015030672,0.00003246502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006630231,0.0005060365,0.00043841425,0.0016314501,0.00014203733,0.00034644463,0.00037988127,0.00047614513,0.0006724784],"category_scores_gemma":[0.0009756655,0.00017135443,0.0006511469,0.0008974399,0.00022796831,0.0005948126,0.00020032361,0.0002160011,0.00025498477],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016843656,0.0013642282,0.16279104,0.0005661726,0.00023043557,0.0005737243,0.0005083645,0.22858074,0.46344697,0.00080852554,0.00019482091,0.13925056],"study_design_scores_gemma":[0.000022632707,0.009181619,0.30717444,0.000053498887,0.00032039676,0.0006456106,0.0005489865,0.43914884,0.24000876,0.00043651217,0.0023137662,0.0001449497],"about_ca_topic_score_codex":0.0020318262,"about_ca_topic_score_gemma":0.003267909,"teacher_disagreement_score":0.0020318262,"about_ca_system_score_codex":0.00024013291,"about_ca_system_score_gemma":0.00014576095,"threshold_uncertainty_score":0.004039943},"labels":[],"label_agreement":null},{"id":"W4388591163","doi":"10.1016/j.jobe.2023.108048","title":"Experimental research on the flexural behavior of GFRP bar-reinforced composite beams with different shapes of prefabricated UHPC formwork","year":2023,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement 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 Toronto","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Formwork; Fibre-reinforced plastic; Flexural strength; Cracking; Materials science; Beam (structure); Structural engineering; Composite number; Composite material; Bar (unit); Reinforced concrete; Engineering","score_opus":0.046127692132572735,"score_gpt":0.30465156179193154,"score_spread":0.2585238696593588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388591163","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982054,0.000043604447,0.0010863321,0.000006066792,0.0000050796943,0.0000064038445,0.00006714228,0.000016097483,0.0005638362],"genre_scores_gemma":[0.9982077,0.00003795672,0.0008395615,0.0000042632178,0.00000209139,0.000007865261,0.000055412143,0.000006343598,0.0008388305],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968743,0.00003263094,0.000012335162,0.00006849272,0.00012975525,0.000069324546],"domain_scores_gemma":[0.99931216,0.00023920179,0.00010566077,0.00010950265,0.00018947918,0.000043983502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040423556,0.0003938015,0.00017724435,0.0003169414,0.00036020644,0.000111694084,0.00031168584,0.00047503514,0.003974174],"category_scores_gemma":[0.00064180803,0.00025122392,0.00029398687,0.0002493787,0.00045791836,0.00034300835,0.00021564716,0.0003525749,0.00027802965],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022087665,0.00007232103,0.0006241858,0.000027022359,0.000003904075,0.000031576707,0.000076545206,0.0008821885,0.9965629,0.00008513849,0.000022583474,0.0013906789],"study_design_scores_gemma":[0.00001498349,0.0009154426,0.010149651,0.0000045874212,0.000013435149,0.000066275585,0.0000796599,0.0022780986,0.9861239,0.000027503429,0.0003169896,0.00000950377],"about_ca_topic_score_codex":0.0006562084,"about_ca_topic_score_gemma":0.0010062731,"teacher_disagreement_score":0.003974174,"about_ca_system_score_codex":0.00013534205,"about_ca_system_score_gemma":0.00016260565,"threshold_uncertainty_score":0.013294935},"labels":[],"label_agreement":null},{"id":"W4388784512","doi":"10.1016/j.cemconcomp.2023.105359","title":"Recent development of innovative steel fibers for ultra-high-performance concrete (UHPC): A critical review","year":2023,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":166,"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":"Materials science; Composite material; Fiber; Ultimate tensile strength; Surface finish; Surface roughness; Flexural strength; Composite number","score_opus":0.07130911115900133,"score_gpt":0.3148028439321607,"score_spread":0.24349373277315933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388784512","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":[0.00030351634,0.9986979,0.00019061852,0.000112797694,0.00016625678,0.000006880395,0.000021279444,0.00000501792,0.00049565267],"genre_scores_gemma":[0.0009547237,0.9982084,0.00027954116,0.000119088465,0.000105799634,0.000005173736,0.000023483366,0.0000012952535,0.00030246915],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99979454,0.000020046522,0.000028532368,0.0000486005,0.00008281862,0.000025499847],"domain_scores_gemma":[0.9995672,0.00019993598,0.00007926539,0.00001031664,0.00011352336,0.000029741763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008051382,0.0010844995,0.0011993747,0.002029564,0.00022835225,0.0009758887,0.0007360076,0.0009724795,0.002635914],"category_scores_gemma":[0.00085579546,0.00039558724,0.0005894065,0.0021170357,0.0003853523,0.0014902949,0.00073082926,0.0012433041,0.00086580985],"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":[0.00012976087,0.00014846415,0.00024368693,0.05773851,0.00016428957,0.0002798025,0.00009649937,0.0008997652,0.011731972,0.0042842315,0.019740524,0.9045425],"study_design_scores_gemma":[0.000031686424,0.00029246928,0.0011185445,0.0052981013,0.00042456092,0.0007372164,0.00011407151,0.0002232528,0.0039902087,0.0015944518,0.9861304,0.00004510314],"about_ca_topic_score_codex":0.000990413,"about_ca_topic_score_gemma":0.0025578898,"teacher_disagreement_score":0.002635914,"about_ca_system_score_codex":0.00044904678,"about_ca_system_score_gemma":0.0013613125,"threshold_uncertainty_score":0.00881803},"labels":[],"label_agreement":null},{"id":"W4388959880","doi":"10.1061/jmcee7.mteng-16162","title":"Bonding Evaluation of Nanosilica-Modified Slag-Based Composites Comprising of Basalt Pellets and Polyvinyl Alcohol Fibers for Shear Joints","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement 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 Manitoba; University of Winnipeg","funders":"","keywords":"Materials science; Composite material; Polyvinyl alcohol; Pellets; Basalt fiber; Shear (geology); Shear strength (soil); Fiber","score_opus":0.038147387177539425,"score_gpt":0.2819999259732745,"score_spread":0.24385253879573507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388959880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985488,0.00035224447,0.0006673823,0.000007118391,0.0000072334897,0.000011895293,0.000038491384,0.0000145756685,0.00035226514],"genre_scores_gemma":[0.997274,0.0003864981,0.001662131,0.000008387317,0.0000034481216,0.000015965847,0.000050552968,0.000009298179,0.0005897893],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989665,0.000013968781,0.000007868711,0.000023143157,0.000037871163,0.000020403946],"domain_scores_gemma":[0.999874,0.0000179777,0.000042392916,0.000005697226,0.00003708686,0.00002282059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019087213,0.00045462936,0.00018873555,0.00025433506,0.00013429779,0.00014279711,0.00012144294,0.00022703882,0.00081621064],"category_scores_gemma":[0.00016765259,0.00022537766,0.00024340753,0.00015514842,0.00011895073,0.00023136678,0.00012698623,0.0002594062,0.00014753794],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019404846,0.00001178002,0.00008367299,0.000024473313,0.0000025264667,0.000011508794,0.000018373365,0.000058229893,0.99920243,0.00001005482,0.00000391302,0.0005535684],"study_design_scores_gemma":[0.000002384813,0.0003365254,0.0026209438,0.0000037641441,0.000018615563,0.000030327448,0.00003943001,0.0005290411,0.9960884,0.0000063991797,0.0003192176,0.000004959713],"about_ca_topic_score_codex":0.0004727778,"about_ca_topic_score_gemma":0.0014335308,"teacher_disagreement_score":0.00081621064,"about_ca_system_score_codex":0.00012541475,"about_ca_system_score_gemma":0.00012112063,"threshold_uncertainty_score":0.0027304292},"labels":[],"label_agreement":null},{"id":"W4388960496","doi":"10.5539/jms.v13n2p169","title":"Proposal Mixes Process Method for Masonry Structure Laying Mortar","year":2023,"lang":"en","type":"article","venue":"Journal of Management and Sustainability","topic":"Innovative concrete reinforcement 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":"Universidade Federal de Juiz de Fora; Fundação de Amparo à Pesquisa do Estado de Minas Gerais; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Masonry; Mortar; Laying; Compressive strength; Cement; Flexural strength; Portland cement; Geotechnical engineering; Lime; Structural engineering; Materials science; Engineering; Civil engineering; Composite material; Metallurgy","score_opus":0.008606771675060462,"score_gpt":0.2873722318633602,"score_spread":0.27876546018829973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388960496","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":[0.19407806,0.0032860653,0.7716211,0.00026265666,0.00035155858,0.0019477231,0.00062676304,0.0016780657,0.026148032],"genre_scores_gemma":[0.46239498,0.0027849984,0.50580525,0.00014719607,0.00009734069,0.0017676345,0.0007869223,0.0003268741,0.025888747],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886227,0.000072998206,0.0000714398,0.00017700314,0.00077051815,0.000045829427],"domain_scores_gemma":[0.99969614,0.000043890937,0.000060602597,0.000056427416,0.000119946344,0.000023027831],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009285379,0.00060054124,0.0003610226,0.0016584473,0.0006754835,0.00050151214,0.000607049,0.0005169213,0.0054802205],"category_scores_gemma":[0.000580817,0.00042295418,0.00041684404,0.0006537716,0.00040979945,0.0009340491,0.0006698696,0.0010951218,0.0018865572],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015619573,0.00024642714,0.0012564014,0.00084733573,0.000019445723,0.00019718947,0.00039763452,0.0014443684,0.8928781,0.008787929,0.00080836413,0.092960574],"study_design_scores_gemma":[0.000037242422,0.0008136418,0.0028623452,0.000055842225,0.00005251568,0.0005224421,0.00014609616,0.0036026062,0.94832265,0.0012145162,0.042322878,0.00004717812],"about_ca_topic_score_codex":0.0004402005,"about_ca_topic_score_gemma":0.0013341302,"teacher_disagreement_score":0.0054802205,"about_ca_system_score_codex":0.00034559256,"about_ca_system_score_gemma":0.00057104375,"threshold_uncertainty_score":0.018333197},"labels":[],"label_agreement":null},{"id":"W4389181965","doi":"10.14359/16471","title":"SP-228: 7th Intl Symposium on the Utilization of High-Strength/High-Performance Concrete","year":2005,"lang":"en","type":"paratext","venue":"","topic":"Innovative concrete reinforcement 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":0.017919772016097277,"score_gpt":0.23154938970641564,"score_spread":0.21362961769031835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389181965","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":[0.042860486,0.07029105,0.08299381,0.005150488,0.011838008,0.00060126995,0.002523513,0.0019158159,0.7818256],"genre_scores_gemma":[0.1759607,0.03652519,0.05010984,0.0005975421,0.0013760268,0.00032411361,0.004412654,0.0010307198,0.72966313],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987908,0.0001839871,0.00006578224,0.0001414639,0.0006735452,0.0001445468],"domain_scores_gemma":[0.9990565,0.00007033424,0.000045907243,0.000116362244,0.00059316785,0.00011770996],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.002015068,0.0009147475,0.00061018654,0.0022477584,0.00093083124,0.003296714,0.0017418525,0.0018297064,0.048349593],"category_scores_gemma":[0.00070510653,0.00039877513,0.0010274182,0.0015051162,0.00066605955,0.0018193584,0.001937932,0.0011859015,0.021012397],"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":[0.00073250674,0.000751692,0.0030886412,0.0018115388,0.00009937159,0.00073824835,0.00042267557,0.012794501,0.0705491,0.045231972,0.23281264,0.6309671],"study_design_scores_gemma":[0.00002431162,0.00037371003,0.0036220166,0.0005487475,0.000045275207,0.00059955975,0.0002742224,0.0064734113,0.02895344,0.0039739953,0.95507836,0.000032853488],"about_ca_topic_score_codex":0.003632466,"about_ca_topic_score_gemma":0.005657132,"teacher_disagreement_score":0.9516504,"about_ca_system_score_codex":0.0014332824,"about_ca_system_score_gemma":0.0025789053,"threshold_uncertainty_score":0.16174549},"labels":[],"label_agreement":null},{"id":"W4389237176","doi":"10.3390/constrmater3040032","title":"Shear Strength of Strain-Hardening Cementitious Materials","year":2023,"lang":"en","type":"article","venue":"Construction Materials","topic":"Innovative concrete reinforcement 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":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; York University","keywords":"Materials science; Overburden pressure; Shear (geology); Brittleness; Hardening (computing); Composite material; Strain hardening exponent; Cementitious; Plane stress; Subgrade; Structural engineering; Geotechnical engineering; Cement; Geology; Finite element method; Engineering","score_opus":0.013692665916340628,"score_gpt":0.2281428922772224,"score_spread":0.21445022636088176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389237176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98708284,0.00045912495,0.008889923,0.00001734504,0.000007355027,0.00002322059,0.00041052245,0.00011476826,0.0029947874],"genre_scores_gemma":[0.9986343,0.00010884397,0.00051488413,0.0000033910628,0.000001383014,0.000009396676,0.00016293852,0.00000936566,0.00055551965],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957937,0.000030924733,0.000024624751,0.00008595317,0.00023907826,0.00004010382],"domain_scores_gemma":[0.99970657,0.00008624856,0.00009393638,0.000042260366,0.000051881,0.000019134613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006459136,0.0009454114,0.0002738172,0.0010842847,0.00017398935,0.0004473498,0.0005463793,0.000683182,0.0014861992],"category_scores_gemma":[0.00089407153,0.0003484702,0.0004238971,0.00050021807,0.0007361896,0.0003511295,0.00035690275,0.00031963023,0.00047057273],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013782845,0.000051449617,0.012019715,0.00020786187,0.00003874535,0.00025480986,0.00012438909,0.09037051,0.88217884,0.0015567556,0.00010900009,0.0129501205],"study_design_scores_gemma":[0.000020483229,0.00066601555,0.10753292,0.00005987444,0.00004660181,0.0005753296,0.00007631731,0.19671881,0.6904322,0.0014580785,0.0023536356,0.000059780636],"about_ca_topic_score_codex":0.001466443,"about_ca_topic_score_gemma":0.0013625602,"teacher_disagreement_score":0.0014861992,"about_ca_system_score_codex":0.00036733295,"about_ca_system_score_gemma":0.00023013054,"threshold_uncertainty_score":0.004971862},"labels":[],"label_agreement":null},{"id":"W4389343831","doi":"10.2139/ssrn.4653732","title":"Microstructural Investigation of Sustainable Reinforced Mortar Containing Polypropylene, Jute, and Nylon Fibers","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovative concrete reinforcement 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":"Polypropylene; Mortar; Materials science; Composite material; Nylon 6; Polymer science; Polymer","score_opus":0.010718290349395719,"score_gpt":0.22439354505031897,"score_spread":0.21367525470092325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389343831","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981029,0.00011305661,0.0005679016,0.00000796054,0.0000037612037,0.000004444538,0.000089288726,0.000019093191,0.0010915529],"genre_scores_gemma":[0.9989312,0.00003412817,0.00028464632,0.000003126028,0.0000011810819,0.0000022441056,0.000053658234,0.000004236136,0.0006855111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998847,0.0000056307445,0.00000495395,0.000027085116,0.000055172444,0.000022316483],"domain_scores_gemma":[0.9998772,0.000023040615,0.00003041016,0.000011842592,0.000043739004,0.0000137329835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011505696,0.00014528428,0.0001359724,0.00055108545,0.00030942707,0.00021867303,0.0001892188,0.00033743551,0.0015082562],"category_scores_gemma":[0.00017650347,0.00016255233,0.00020564512,0.00025827787,0.00034883482,0.00020863328,0.00013052189,0.000238627,0.00016140507],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016078858,0.00003063125,0.0023184589,0.00004938546,0.000010984909,0.00016429731,0.00007424921,0.0025442997,0.9917488,0.00027513836,0.00006882048,0.0025540825],"study_design_scores_gemma":[0.0000101858495,0.0006090259,0.09773244,0.00001994945,0.00005047305,0.0003879427,0.00045093545,0.0112527795,0.8869456,0.00016866857,0.0023539981,0.000018005114],"about_ca_topic_score_codex":0.002222748,"about_ca_topic_score_gemma":0.0052098054,"teacher_disagreement_score":0.002222748,"about_ca_system_score_codex":0.00021809124,"about_ca_system_score_gemma":0.00017340023,"threshold_uncertainty_score":0.0050456524},"labels":[],"label_agreement":null},{"id":"W4389992172","doi":"10.58922/transportes.v31i3.2911","title":"Britas graduadas tratadas com cimento de alto desempenho (BGTCAD): ensaio sobre (e entre) o “velho” e o “novo” com diálogo triádico reformulado","year":2023,"lang":"pt","type":"article","venue":"Transportes","topic":"Innovative concrete reinforcement 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":0.025724812107419517,"score_gpt":0.25765660752127445,"score_spread":0.23193179541385495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389992172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90512794,0.004903171,0.004326324,0.0025692421,0.0002655644,0.000103902436,0.00021536356,0.00017393101,0.08231459],"genre_scores_gemma":[0.95183486,0.0033378464,0.0042109466,0.00047519122,0.0000389495,0.00004023248,0.0001666636,0.000047083657,0.039848283],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999119,0.00013192293,0.000024948855,0.00015896047,0.0003951403,0.00017000835],"domain_scores_gemma":[0.9993655,0.00011015056,0.00013017657,0.00005453015,0.00016791759,0.00017171007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091871433,0.00040128935,0.00020776459,0.000988287,0.0022107656,0.003998274,0.0009150526,0.0011187759,0.0068192678],"category_scores_gemma":[0.0011076154,0.00021667975,0.00032276314,0.0013006576,0.0021479588,0.0011785093,0.0019622573,0.0012024605,0.00072830264],"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":[0.0016785332,0.00091133674,0.12290051,0.0018967108,0.00015445868,0.004507391,0.06778896,0.003846422,0.29398152,0.05766511,0.013869876,0.43079925],"study_design_scores_gemma":[0.00004650143,0.0013093599,0.24330994,0.0005623361,0.00017599974,0.0013150701,0.061443936,0.0022137412,0.07156661,0.008650252,0.6091823,0.0002239425],"about_ca_topic_score_codex":0.033505134,"about_ca_topic_score_gemma":0.095903166,"teacher_disagreement_score":0.033505134,"about_ca_system_score_codex":0.004438457,"about_ca_system_score_gemma":0.0033357036,"threshold_uncertainty_score":0.06662023},"labels":[],"label_agreement":null},{"id":"W4390050102","doi":"10.5433/1679-0375.2023.v44.48549","title":"Shear Strength of Hybrid Fiber Reinforced Self-Compacting Concrete Beams","year":2023,"lang":"en","type":"article","venue":"Semina Ciências Exatas e Tecnológicas","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"","keywords":"Cracking; Materials science; Ultimate tensile strength; Synthetic fiber; Composite material; Shear (geology); Residual strength; Shear strength (soil); Fiber; Structural engineering; Engineering; Geology","score_opus":0.014906838299026835,"score_gpt":0.2408024382796685,"score_spread":0.22589559998064165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390050102","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990262,0.0000990215,0.0005270176,0.0000027600593,0.0000028900909,0.0000036861363,0.00006718128,0.0000086033215,0.00026267816],"genre_scores_gemma":[0.9989273,0.00007098839,0.00040889016,0.000003579831,0.0000010303534,0.0000035066157,0.000071284514,0.000003526062,0.0005098968],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997454,0.0000314669,0.000020573008,0.0000524939,0.00012138197,0.000028657141],"domain_scores_gemma":[0.99952066,0.00011702195,0.00013336111,0.000036030087,0.00013145493,0.00006157949],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005487718,0.0004957001,0.00023694095,0.0005872586,0.00013755556,0.00013076306,0.00019341132,0.00028595518,0.001241377],"category_scores_gemma":[0.0003835184,0.00022137817,0.0002648073,0.00032981046,0.0002993488,0.0001859637,0.00019448352,0.00024491324,0.0002153049],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022279615,0.00004734714,0.004656337,0.000041916246,0.000021877973,0.000050161292,0.00007344228,0.0016827291,0.98989654,0.000064832675,0.00001837029,0.003223687],"study_design_scores_gemma":[0.00000919974,0.0010122756,0.05025388,0.000013304143,0.000046963953,0.000064127315,0.00007275882,0.0047906684,0.9433373,0.000028793816,0.00035781605,0.000012919152],"about_ca_topic_score_codex":0.0012384122,"about_ca_topic_score_gemma":0.003023619,"teacher_disagreement_score":0.001241377,"about_ca_system_score_codex":0.00021307622,"about_ca_system_score_gemma":0.00016991663,"threshold_uncertainty_score":0.0041528344},"labels":[],"label_agreement":null},{"id":"W4390227030","doi":"10.1177/13694332231222087","title":"Design of precast UHPFRC retaining walls – Experimental and numerical validations","year":2023,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Precast concrete; Structural engineering; Flexural strength; Limit state design; Retaining wall; Bending; Bending moment; Parametric statistics; Finite element method; Materials science; Engineering; Prestressed concrete","score_opus":0.01617954640074373,"score_gpt":0.267030090874518,"score_spread":0.2508505444737743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390227030","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93385243,0.0002735332,0.059103124,0.000053424228,0.00006185409,0.00033180005,0.0004515218,0.0005565329,0.0053156777],"genre_scores_gemma":[0.9496114,0.00016194924,0.04708293,0.000010751822,0.0000071544473,0.00022751505,0.00031074672,0.000051462233,0.0025360317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987815,0.0001306122,0.0000710568,0.00011280478,0.00074223336,0.00016175714],"domain_scores_gemma":[0.9984793,0.00025081684,0.0002822388,0.00040269594,0.00048108108,0.00010382223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015122591,0.00069025264,0.00058578973,0.0005073354,0.00036541963,0.00046042458,0.0015095674,0.0012061237,0.0015862641],"category_scores_gemma":[0.0022028722,0.00038566501,0.00052347523,0.00025837222,0.00070964976,0.00037033416,0.0005358727,0.00043591697,0.0005134123],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005573774,0.00042309627,0.005976047,0.00083107856,0.000049206257,0.0008046073,0.000290063,0.4607237,0.48932418,0.0024900255,0.00072492496,0.03780573],"study_design_scores_gemma":[0.000125679,0.0034543425,0.013265169,0.00012893208,0.00008030533,0.00047163194,0.00018393296,0.26162025,0.709014,0.0003646862,0.011185682,0.00010538425],"about_ca_topic_score_codex":0.0011342019,"about_ca_topic_score_gemma":0.0014192422,"teacher_disagreement_score":0.0015862641,"about_ca_system_score_codex":0.00044041395,"about_ca_system_score_gemma":0.0008733065,"threshold_uncertainty_score":0.007997692},"labels":[],"label_agreement":null},{"id":"W4390283114","doi":"10.4236/ojce.2023.134050","title":"Comprehensive Analysis of the Effects of Superplasticizer Variation on the Workability and Strength of Ready-Mix Concrete","year":2023,"lang":"en","type":"article","venue":"Open Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Stuart Olson (Canada)","funders":"","keywords":"Superplasticizer; Slump; Compressive strength; Materials science; Curing (chemistry); Cement; Concrete slump test; Composite material; Casting; Geotechnical engineering; Engineering","score_opus":0.013181600888648342,"score_gpt":0.23179653212082105,"score_spread":0.2186149312321727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390283114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99853957,0.00024925862,0.00081058795,0.000003836549,0.0000031420418,0.000013763563,0.00007323076,0.000011086357,0.00029562195],"genre_scores_gemma":[0.99854434,0.00021272249,0.00073005987,0.0000058034284,0.0000027514604,0.000011179469,0.00009532065,0.000007748756,0.00039006097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995197,0.000054522854,0.000041717944,0.00009591571,0.00022733766,0.000060867642],"domain_scores_gemma":[0.99939084,0.00018806983,0.00019947585,0.00006319859,0.00010509994,0.000053345888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004137249,0.00039806715,0.00035178202,0.00033791678,0.00016531542,0.00024277018,0.00026240764,0.00032338995,0.0010718084],"category_scores_gemma":[0.00045888688,0.00013130822,0.00033610276,0.00028545017,0.0001962934,0.00034525633,0.00022103461,0.00039052792,0.00015331076],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000289673,0.00015142205,0.0016370185,0.00005739615,0.000014093447,0.000047468817,0.000030553674,0.0010867146,0.99370486,0.000018559138,0.000008918454,0.002953274],"study_design_scores_gemma":[0.0000043213126,0.0021544008,0.0120629035,0.0000033396468,0.000033146545,0.000033523134,0.000032410742,0.00091067946,0.9844715,0.000010791189,0.0002722327,0.000010731889],"about_ca_topic_score_codex":0.0003880576,"about_ca_topic_score_gemma":0.0010205747,"teacher_disagreement_score":0.0010718084,"about_ca_system_score_codex":0.00015745068,"about_ca_system_score_gemma":0.0001610025,"threshold_uncertainty_score":0.003585577},"labels":[],"label_agreement":null},{"id":"W4390667674","doi":"10.1016/j.jobe.2024.108478","title":"Study on biaxial bending fatigue performance of Engineered Cementitious Composites (ECC)","year":2024,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":11,"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":"Energy Council of Canada; Natural Science Foundation of Hebei Province; Hubei University of Technology; National Natural Science Foundation of China","keywords":"Materials science; Structural engineering; Composite material; Deflection (physics); Bending; Engineering","score_opus":0.02162151999753206,"score_gpt":0.25615908822570504,"score_spread":0.23453756822817298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390667674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890935,0.0002310101,0.00041558192,0.0000066215207,0.0000043939262,0.0000042143292,0.000047659763,0.000007524778,0.00037361964],"genre_scores_gemma":[0.9988366,0.000090244226,0.00024595205,0.0000066548487,0.0000027205072,0.000004192628,0.00007462377,0.000004363033,0.00073462597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998253,0.000016584654,0.000009199158,0.00003470895,0.00007899731,0.00003520114],"domain_scores_gemma":[0.9994466,0.00012364594,0.00007411886,0.000037165944,0.00028195317,0.000036539528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021509499,0.00025043258,0.00017800157,0.00027377906,0.00026737904,0.00011316799,0.00019192642,0.0003289024,0.0013779105],"category_scores_gemma":[0.00029917763,0.000105930616,0.00020196491,0.0001980769,0.0001983863,0.0002461129,0.0001166642,0.00026519716,0.0002227436],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001696824,0.000054108525,0.0012931693,0.000053072952,0.0000060030748,0.000055556833,0.000056071072,0.0004744801,0.9956915,0.000028036911,0.000033264852,0.002085088],"study_design_scores_gemma":[0.000008653245,0.0014651853,0.028014258,0.000009779141,0.00003654374,0.00014590757,0.00011219751,0.0048118928,0.9647067,0.000018466399,0.00065726665,0.000013133333],"about_ca_topic_score_codex":0.0016382829,"about_ca_topic_score_gemma":0.0026758232,"teacher_disagreement_score":0.0016382829,"about_ca_system_score_codex":0.00015036884,"about_ca_system_score_gemma":0.00014812265,"threshold_uncertainty_score":0.004609585},"labels":[],"label_agreement":null},{"id":"W4390937751","doi":"10.1139/cjce-2023-0122","title":"Experimental and numerical performance analysis of alccofine-based crumb rubber concrete under quasi-static cyclic load","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Structural engineering; Crumb rubber; Dissipation; Demolition; Ductility (Earth science); Dynamic loading; Materials science; Finite element method; Dynamic load testing; Seismic loading; Natural rubber; Engineering; Composite material; Creep; Civil engineering","score_opus":0.009892946661449825,"score_gpt":0.2160491084597124,"score_spread":0.20615616179826257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390937751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977048,0.00007917408,0.000900424,0.000019922221,0.000008309255,0.000007961053,0.000119254604,0.000042849726,0.0011173527],"genre_scores_gemma":[0.9985306,0.00006070601,0.0008149981,0.0000043382333,0.000001382422,0.000008266948,0.00006319299,0.000004670002,0.0005117087],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996675,0.000027313803,0.000024629977,0.00004486883,0.00017886225,0.000056748842],"domain_scores_gemma":[0.99943405,0.00013684739,0.00010667222,0.00010844821,0.00016804061,0.00004595894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044990386,0.00037752255,0.0002707875,0.000693061,0.000308656,0.0001779398,0.0004648002,0.00053627335,0.0018929112],"category_scores_gemma":[0.00056256965,0.00017268052,0.0002827675,0.0005175084,0.0006338312,0.00024521607,0.00026384916,0.00027445544,0.00022612694],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006455183,0.000289497,0.006292976,0.0002448261,0.00002212217,0.00038022886,0.0003566014,0.07344325,0.90381,0.0005265756,0.00040958135,0.013578803],"study_design_scores_gemma":[0.000056077733,0.0029461859,0.050951328,0.000056021076,0.00008097334,0.00024919896,0.00058323325,0.2518329,0.6910527,0.00026183872,0.0018485528,0.000081020764],"about_ca_topic_score_codex":0.0026398192,"about_ca_topic_score_gemma":0.0042168694,"teacher_disagreement_score":0.0026398192,"about_ca_system_score_codex":0.00021915036,"about_ca_system_score_gemma":0.00022944414,"threshold_uncertainty_score":0.006332457},"labels":[],"label_agreement":null},{"id":"W4390947861","doi":"10.3390/fib12010012","title":"Cementitious Composites with Cellulose Nanomaterials and Basalt Fiber Pellets: Experimental and Statistical Modeling","year":2024,"lang":"en","type":"article","venue":"Fibers","topic":"Innovative concrete reinforcement 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 Manitoba; KGS Group (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Flexural strength; Fiber; Pellets; Absorption of water; Compressive strength; Cellulose; Cellulose fiber","score_opus":0.008548436303301883,"score_gpt":0.21691079595730725,"score_spread":0.20836235965400537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390947861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9309146,0.00027409228,0.063917674,0.000053504995,0.0000123315,0.00012891869,0.0009033309,0.00029419246,0.0035013168],"genre_scores_gemma":[0.97704077,0.00027113085,0.02054795,0.000011960356,0.000006801644,0.0002678727,0.00048262195,0.000043882126,0.0013271231],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999686,0.00006429201,0.000029238707,0.00007498277,0.000104332445,0.00004132003],"domain_scores_gemma":[0.9984456,0.0010683129,0.00020029701,0.00008021464,0.00018809293,0.0000174935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012778833,0.00081678515,0.00048585067,0.00063747854,0.00034852984,0.00034610758,0.00066752505,0.00069957814,0.0014091702],"category_scores_gemma":[0.0016332765,0.00039735777,0.0010370906,0.00076271244,0.00033528364,0.0005768784,0.0002127881,0.0004858558,0.0002531081],"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":[0.00019938356,0.0004328221,0.005780979,0.00025607605,0.00006140875,0.00010223431,0.00006958211,0.9570846,0.023729132,0.0020779008,0.00017910283,0.010026811],"study_design_scores_gemma":[0.000005730812,0.00006975682,0.0010943123,0.0000040195214,0.000016038193,0.000012837959,0.000011664584,0.9881209,0.010220833,0.00018614523,0.00024838842,0.000009361733],"about_ca_topic_score_codex":0.007230148,"about_ca_topic_score_gemma":0.005190203,"teacher_disagreement_score":0.007230148,"about_ca_system_score_codex":0.0005817999,"about_ca_system_score_gemma":0.00055996387,"threshold_uncertainty_score":0.0143761635},"labels":[],"label_agreement":null},{"id":"W4391264907","doi":"10.1016/j.dibe.2024.100343","title":"Strain-hardening effect on the flexural behavior of ultra-high-performance fiber-reinforced concrete beams with steel rebars","year":2024,"lang":"en","type":"article","venue":"Developments in the Built Environment","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Research Foundation of Korea; Ministry of Science, ICT and Future Planning","keywords":"Materials science; Flexural strength; Volume fraction; Composite material; Fiber-reinforced concrete; Ultimate tensile strength; Ductility (Earth science); Strain hardening exponent; Cracking; Softening; Fiber; Hardening (computing); Structural engineering; Creep; Layer (electronics)","score_opus":0.010885465386327668,"score_gpt":0.21214882931691253,"score_spread":0.20126336393058486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391264907","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99900913,0.00016933387,0.000633052,0.000003016777,0.0000017858938,0.0000019142567,0.000011305187,0.000009534169,0.0001609112],"genre_scores_gemma":[0.99903905,0.00011702614,0.00053147913,0.0000051123106,0.000001081673,0.000001936992,0.000018483426,0.0000036540532,0.00028208614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986815,0.000021849113,0.0000075412363,0.0000207342,0.00005304696,0.000028710148],"domain_scores_gemma":[0.9997769,0.000060351056,0.00007115054,0.000016584627,0.000048908467,0.000026136608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020740219,0.00036386555,0.00012026416,0.00020109657,0.00008679992,0.000081820486,0.00014253987,0.00018660064,0.0008991486],"category_scores_gemma":[0.00025104408,0.00013899444,0.0002019447,0.000112509595,0.00012530382,0.00025914639,0.00011446711,0.0001871512,0.00015332697],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006842892,0.000020808768,0.0015308046,0.000025678692,0.000008096079,0.000032698346,0.000022403783,0.00077837077,0.9948179,0.000015284508,0.0000048428064,0.0026747019],"study_design_scores_gemma":[0.000002991462,0.00043117293,0.02229527,0.0000052353594,0.000017950759,0.0000793972,0.000025130852,0.00258085,0.974261,0.000012021655,0.00028204077,0.0000069778403],"about_ca_topic_score_codex":0.0007089556,"about_ca_topic_score_gemma":0.0016133909,"teacher_disagreement_score":0.0008991486,"about_ca_system_score_codex":0.00009525927,"about_ca_system_score_gemma":0.000079759215,"threshold_uncertainty_score":0.0030078888},"labels":[],"label_agreement":null},{"id":"W4391332961","doi":"10.1016/j.conbuildmat.2024.135114","title":"A novel framework for developing environmentally sustainable and cost-effective ultra-high-performance concrete (UHPC) using advanced machine learning and multi-objective optimization techniques","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"Mitacs","keywords":"Multi-objective optimization; Boosting (machine learning); Sustainability; Compressive strength; Software; Pareto principle; Orthogonal array; Computer science; Range (aeronautics); Machine learning; Engineering; Mathematical optimization; Taguchi methods; Materials science; Mathematics; Composite material","score_opus":0.009665829192542783,"score_gpt":0.25417908145922996,"score_spread":0.2445132522666872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391332961","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":[0.0024336246,0.00022222048,0.9960748,0.00010094898,0.000012654468,0.00002134451,0.000022314203,0.000070354276,0.0010417629],"genre_scores_gemma":[0.27115536,0.0009494492,0.7246112,0.00017504336,0.00009518703,0.00045196677,0.000252694,0.000092793256,0.0022163405],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940145,0.00017627068,0.00002801029,0.00010861192,0.00023511713,0.00005058685],"domain_scores_gemma":[0.9997003,0.00012227759,0.000058187998,0.000022253458,0.00007537264,0.000021756417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016009063,0.001411,0.0010075998,0.00090863724,0.00038254107,0.00107464,0.0016303252,0.0012419949,0.0012206208],"category_scores_gemma":[0.0011062488,0.0004769383,0.0011595323,0.00078297977,0.0007748433,0.0013267184,0.001633107,0.0014331603,0.00022316641],"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":[0.0000058853443,0.000023220939,0.00020350964,0.000065032626,0.00002275524,0.000028687708,0.00001906557,0.9677866,0.0011701274,0.01695099,0.00030934892,0.013414823],"study_design_scores_gemma":[0.0000026699781,0.0000165798,0.0000434188,0.000009639402,0.0000051180077,0.0000070642445,0.0000057763787,0.99366176,0.00025745417,0.005286389,0.00070059294,0.0000035533826],"about_ca_topic_score_codex":0.0042197374,"about_ca_topic_score_gemma":0.00405274,"teacher_disagreement_score":0.0042197374,"about_ca_system_score_codex":0.0008449229,"about_ca_system_score_gemma":0.0018051544,"threshold_uncertainty_score":0.008466482},"labels":[],"label_agreement":null},{"id":"W4391333164","doi":"10.1061/jcrgei.creng-710","title":"Influence of Mixture Compositions on Impact Resistance and Mechanical Properties of Concrete Cured in Cold Temperature Conditions","year":2024,"lang":"en","type":"article","venue":"Journal of Cold Regions Engineering","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Impact resistance; Geotechnical engineering; Composite material; Geology","score_opus":0.007406878656217952,"score_gpt":0.22458322275102624,"score_spread":0.2171763440948083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391333164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99806195,0.0006784781,0.00066486734,0.000009289469,0.000009303167,0.000014419116,0.00009727034,0.00002935508,0.00043492514],"genre_scores_gemma":[0.99763703,0.00041507636,0.0011615189,0.0000138569785,0.0000048056568,0.000015346692,0.00012945986,0.000025923797,0.0005969654],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994929,0.000068182555,0.000054959175,0.00012967992,0.00019644416,0.000057841564],"domain_scores_gemma":[0.9996147,0.000067566,0.00014062034,0.000026343758,0.00008329144,0.00006741455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029060963,0.0005875976,0.00042305418,0.0004977071,0.00021138514,0.00040208944,0.00017541225,0.00031355338,0.0014225175],"category_scores_gemma":[0.0005356161,0.00026939128,0.00038530582,0.0002551628,0.00022062781,0.00041175153,0.0002519589,0.00055244786,0.00024350714],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002393866,0.000030447103,0.0011201174,0.00008468836,0.000024114048,0.00004055889,0.000038519112,0.00023326855,0.9967108,0.000013259104,0.000008981917,0.0014558203],"study_design_scores_gemma":[0.000006115442,0.0008675995,0.02078554,0.000014436327,0.000086969245,0.00010488023,0.00007993444,0.00054499926,0.9768002,0.000012144531,0.0006820484,0.000014986601],"about_ca_topic_score_codex":0.00091134117,"about_ca_topic_score_gemma":0.0026228963,"teacher_disagreement_score":0.0014225175,"about_ca_system_score_codex":0.0001928905,"about_ca_system_score_gemma":0.0001793437,"threshold_uncertainty_score":0.004758835},"labels":[],"label_agreement":null},{"id":"W4391424927","doi":"10.1007/978-3-031-35471-7_57","title":"Experimental Investigation on Compressive, Tensile, and Flexural Strengths of Concrete with High Volume of GGBS, Fly Ash, and Silica Fume","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Silica fume; Fly ash; Volume (thermodynamics); Ultimate tensile strength; Compressive strength; Ground granulated blast-furnace slag; Materials science; Flexural strength; Composite material; Physics; Thermodynamics","score_opus":0.008148774305193469,"score_gpt":0.1960367516165802,"score_spread":0.18788797731138673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391424927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99736637,0.00019333193,0.0007558907,0.000016098793,0.000009425009,0.000019183042,0.00022230246,0.00001941187,0.0013981131],"genre_scores_gemma":[0.99676204,0.00019128292,0.00064799783,0.000012478591,0.000006133675,0.000017925422,0.00023928045,0.000013670289,0.0021090675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996617,0.000039529892,0.000020054757,0.00006056942,0.0001480017,0.000070155904],"domain_scores_gemma":[0.99909127,0.00046065781,0.000101778256,0.000083367544,0.00018282943,0.000080061785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049061485,0.00046364544,0.00032374624,0.00039531713,0.00069106586,0.00019525032,0.0004907989,0.0006493327,0.002729967],"category_scores_gemma":[0.000691276,0.00036846966,0.0004459475,0.00042329583,0.0007560278,0.00045291343,0.00033025283,0.0007192204,0.00030510128],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007448741,0.0003156964,0.0011414386,0.000055776578,0.000020553309,0.00006924303,0.000088994646,0.001479329,0.9945651,0.00010737885,0.000050210052,0.0013612973],"study_design_scores_gemma":[0.000029738185,0.0016605384,0.0077891797,0.0000065119434,0.000023793657,0.00006829109,0.00008530137,0.0018029357,0.98815453,0.000052773987,0.0003158194,0.000010593379],"about_ca_topic_score_codex":0.0029180204,"about_ca_topic_score_gemma":0.004763021,"teacher_disagreement_score":0.0029180204,"about_ca_system_score_codex":0.00029903563,"about_ca_system_score_gemma":0.00033246764,"threshold_uncertainty_score":0.009132624},"labels":[],"label_agreement":null},{"id":"W4391546812","doi":"10.1007/978-3-031-34027-7_55","title":"A Study on the Mechanical and Durability Properties of Rubberized Concrete","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Durability; Materials science; Composite material","score_opus":0.023156881040843177,"score_gpt":0.21090795614876454,"score_spread":0.18775107510792136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9795176,0.0037587774,0.0019454249,0.000029751904,0.000017469654,0.0000143612815,0.000075395285,0.000019470363,0.014621794],"genre_scores_gemma":[0.9851016,0.00130944,0.0007802197,0.000012867414,0.000014344127,0.000005392088,0.00010423356,0.000015461172,0.012656398],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998381,0.000023352415,0.000005351499,0.000027204225,0.00009027116,0.000015677771],"domain_scores_gemma":[0.999726,0.00016838235,0.000029658871,0.000023371542,0.000039062033,0.000013523445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019250282,0.00020697292,0.0002543045,0.00039287686,0.00023484971,0.0002650061,0.00041879527,0.00033507723,0.005320002],"category_scores_gemma":[0.0003554259,0.00016169374,0.0003422889,0.00042879666,0.00037821796,0.00046477118,0.00015352038,0.0002797209,0.0005571948],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046678804,0.0002886635,0.0030917297,0.00041231595,0.00004431453,0.00088366924,0.0006729509,0.008587524,0.93215644,0.0037741368,0.00047219358,0.04914928],"study_design_scores_gemma":[0.00004782798,0.0048758076,0.083121054,0.00009469932,0.00010341727,0.0019296564,0.0008918939,0.02413362,0.8553178,0.0025975085,0.026816683,0.000070041715],"about_ca_topic_score_codex":0.00054851035,"about_ca_topic_score_gemma":0.0006857132,"teacher_disagreement_score":0.005320002,"about_ca_system_score_codex":0.00014437684,"about_ca_system_score_gemma":0.00013950937,"threshold_uncertainty_score":0.017797232},"labels":[],"label_agreement":null},{"id":"W4391546820","doi":"10.1007/978-3-031-34027-7_72","title":"Interfacial Bonding of Nano-modified Cementitious Composites Incorporating Basalt Pellets to Normal Concrete","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Composite material; Materials science; Pellets; Nano-; Cementitious; Cement","score_opus":0.010163348833943002,"score_gpt":0.21171349512166435,"score_spread":0.20155014628772133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99244374,0.00093139557,0.0018584792,0.000026961401,0.000056398112,0.000014520276,0.000030094028,0.00006017603,0.0045781564],"genre_scores_gemma":[0.99194396,0.0004275337,0.0012400829,0.000025418483,0.000009093239,0.0000124084345,0.0000424011,0.000028606419,0.0062704706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999094,0.000006731552,0.0000031124198,0.000017430204,0.000037510115,0.00002582735],"domain_scores_gemma":[0.9999329,0.000015199525,0.000014088466,0.0000071162694,0.000016638323,0.000014006412],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000111361,0.00025587148,0.00026035195,0.00020794732,0.00021698324,0.00024046398,0.00026258733,0.00022281497,0.0023338266],"category_scores_gemma":[0.0001308928,0.00022356297,0.0002498902,0.00014988841,0.00017944616,0.00018814065,0.00024234627,0.0004264021,0.00045674306],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053705255,0.000029505894,0.00008477457,0.00004758036,0.000005367819,0.00005712611,0.000041131134,0.0004925225,0.9967734,0.0001221809,0.00006757987,0.0022250884],"study_design_scores_gemma":[0.0000038814733,0.00015988723,0.0017838097,0.000006489894,0.000013723051,0.00004311255,0.00005709492,0.0016017654,0.99514574,0.000041974436,0.0011376506,0.000004797365],"about_ca_topic_score_codex":0.0006482963,"about_ca_topic_score_gemma":0.0022226698,"teacher_disagreement_score":0.0023338266,"about_ca_system_score_codex":0.00021049213,"about_ca_system_score_gemma":0.00012493967,"threshold_uncertainty_score":0.0078074336},"labels":[],"label_agreement":null},{"id":"W4391546850","doi":"10.1007/978-3-031-34027-7_71","title":"Design Methodology and Properties of Concrete Mixes Developed for an Underwater Repair Application","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"British Columbia Institute of Technology","funders":"","keywords":"Underwater; Computer science; Structural engineering; Engineering; Geology; Oceanography","score_opus":0.07060499845486246,"score_gpt":0.2611224412309,"score_spread":0.19051744277603755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546850","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":[0.057538357,0.00045518405,0.9249559,0.000050772986,0.000050648407,0.00047008196,0.00017554885,0.00059691584,0.015706653],"genre_scores_gemma":[0.41709512,0.000949106,0.5561912,0.000040663563,0.000023378976,0.0010715789,0.00033645105,0.0004419283,0.023850633],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959534,0.000060677616,0.000019995163,0.000044177345,0.00026101634,0.000018788465],"domain_scores_gemma":[0.99976605,0.000047789657,0.000035976882,0.00002543265,0.00011370589,0.000011037124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000725883,0.0006622943,0.00039830554,0.0007892855,0.0003719038,0.00063305063,0.0008636137,0.0004926524,0.0032890001],"category_scores_gemma":[0.00061807333,0.0005236459,0.00044647238,0.00047696463,0.00025933422,0.000372702,0.00034737808,0.00047439578,0.0010193407],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012276719,0.00020585573,0.0013234437,0.0007936002,0.00004755611,0.00014641287,0.0002593596,0.26778373,0.5359258,0.015593967,0.001038149,0.17675923],"study_design_scores_gemma":[0.00006243214,0.001054528,0.0032017871,0.00010286235,0.00012768578,0.00035233077,0.00017577386,0.5462823,0.38430205,0.004338502,0.05994429,0.000055424123],"about_ca_topic_score_codex":0.00064766395,"about_ca_topic_score_gemma":0.0016588413,"teacher_disagreement_score":0.0032890001,"about_ca_system_score_codex":0.00035207643,"about_ca_system_score_gemma":0.0008200051,"threshold_uncertainty_score":0.011002839},"labels":[],"label_agreement":null},{"id":"W4391546901","doi":"10.1007/978-3-031-34027-7_64","title":"Chopped Fibre Dosage and Material Effects on the Fresh Properties of Normal Strength and Density Concrete","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Alberta","funders":"","keywords":"Composite material; Materials science","score_opus":0.006976150090495535,"score_gpt":0.1738471166622926,"score_spread":0.16687096657179706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995972,0.0018976578,0.00040284594,0.0000182011,0.000023413153,0.000013555663,0.00017370438,0.000032517353,0.0014661815],"genre_scores_gemma":[0.9931507,0.00084250263,0.00035252326,0.000025697684,0.000021552849,0.0000073411043,0.000207564,0.000041293893,0.005350719],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996543,0.000073601484,0.00002575608,0.00007182202,0.00011620668,0.000058316757],"domain_scores_gemma":[0.99879575,0.0008166549,0.00015151409,0.00006501406,0.000082441074,0.000088615554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036348644,0.00043559755,0.00052200234,0.00058064045,0.00022938552,0.00035461955,0.00055151974,0.0005423157,0.0029499077],"category_scores_gemma":[0.0008079069,0.0003808808,0.00046113087,0.00053649215,0.000767631,0.00046985107,0.00023568147,0.0005618548,0.000460257],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0132895885,0.0005909224,0.0010713948,0.00018942267,0.00007152395,0.0002877307,0.00012532738,0.002574817,0.9713234,0.00017641559,0.00014337139,0.010156214],"study_design_scores_gemma":[0.00008064289,0.005538478,0.019831179,0.000014214211,0.00016542869,0.00015177317,0.000065116044,0.0018396153,0.97113365,0.00012592787,0.0010207641,0.00003307069],"about_ca_topic_score_codex":0.0019411533,"about_ca_topic_score_gemma":0.0025916744,"teacher_disagreement_score":0.0029499077,"about_ca_system_score_codex":0.00051524356,"about_ca_system_score_gemma":0.00015806667,"threshold_uncertainty_score":0.009868383},"labels":[],"label_agreement":null},{"id":"W4391546964","doi":"10.1007/978-3-031-34027-7_86","title":"Evaluation of Concrete Characteristics Using Smart Machine Learning Techniques—A Review","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Victoria","funders":"","keywords":"Computer science; Artificial intelligence","score_opus":0.025047833559162885,"score_gpt":0.2580872663461994,"score_spread":0.2330394327870365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546964","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":[0.00371114,0.97999156,0.01344827,0.00020987165,0.00017581432,0.000024774068,0.00012161484,0.0000705695,0.002246363],"genre_scores_gemma":[0.034277517,0.94677943,0.015880961,0.00028858136,0.0005072248,0.000048134523,0.0003644234,0.000041194024,0.00181257],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990716,0.00009224281,0.00011721907,0.00027284128,0.00041476995,0.000031267286],"domain_scores_gemma":[0.99745184,0.0014104439,0.0003468107,0.000076825665,0.0006675013,0.000046460893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018207809,0.0011451849,0.0018463,0.0023399787,0.00013124663,0.0012187515,0.0014744182,0.0010364584,0.0013922123],"category_scores_gemma":[0.003258992,0.00050046825,0.00083493715,0.0030468816,0.00061896525,0.0018564863,0.0005053532,0.00068793184,0.0010120798],"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":[0.000064461274,0.00008859834,0.0015712108,0.0061310316,0.00013105328,0.00004709476,0.000028847731,0.0026340925,0.003918873,0.0013335514,0.0033904735,0.98066074],"study_design_scores_gemma":[0.0001103216,0.0023547744,0.033475693,0.015572541,0.0025373276,0.0039108614,0.00062408875,0.06505455,0.06930864,0.013991618,0.79245996,0.0005996539],"about_ca_topic_score_codex":0.0012813841,"about_ca_topic_score_gemma":0.0013899278,"teacher_disagreement_score":0.0023399787,"about_ca_system_score_codex":0.00037850256,"about_ca_system_score_gemma":0.0007964809,"threshold_uncertainty_score":0.009629369},"labels":[],"label_agreement":null},{"id":"W4391556632","doi":"10.1007/978-3-031-34027-7_7","title":"Image-Based Microstructural Finite Element Model of Concrete Subjected to Freeze–Thaw Cycles","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Waterloo","funders":"","keywords":"Finite element method; Materials science; Composite material; Structural engineering; Engineering","score_opus":0.010178745826563038,"score_gpt":0.21058089531761878,"score_spread":0.20040214949105575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391556632","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":[0.41786125,0.000959396,0.5087017,0.00080510776,0.0001935104,0.00022318476,0.0021512643,0.0012177889,0.06788684],"genre_scores_gemma":[0.95878464,0.0003658418,0.021573875,0.000097784214,0.000024762678,0.00013923476,0.00059358065,0.00017961684,0.01824066],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990284,0.000013464075,0.000005544453,0.000020478774,0.000042153053,0.000015425792],"domain_scores_gemma":[0.99983895,0.00006287402,0.000029507355,0.000016439144,0.00004000463,0.000012049913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016006448,0.00040543865,0.000587553,0.0005397085,0.00036469643,0.00064808346,0.0017366301,0.0023530258,0.004762499],"category_scores_gemma":[0.00044746874,0.0005647439,0.0006080699,0.0004342253,0.00088993623,0.00049453985,0.00041161044,0.0005226653,0.0006236546],"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":[0.000012628887,0.000014129904,0.00015428552,0.000018845809,0.0000051055886,0.000046416408,0.000018398909,0.9948161,0.002065633,0.0014634097,0.00011607727,0.0012689269],"study_design_scores_gemma":[0.0000022758568,0.000005881792,0.0001682066,0.0000032001203,0.000002221098,0.000011704571,0.0000066493767,0.99904746,0.0003101737,0.00025769835,0.00018124515,0.000003406962],"about_ca_topic_score_codex":0.015659798,"about_ca_topic_score_gemma":0.011343823,"teacher_disagreement_score":0.015659798,"about_ca_system_score_codex":0.0007580493,"about_ca_system_score_gemma":0.0010489473,"threshold_uncertainty_score":0.031137347},"labels":[],"label_agreement":null},{"id":"W4391601393","doi":"10.14359/51739203","title":"Flexural Residual Strength of Lightweight Concrete Reinforced with Micro-Steel Fibers","year":2024,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovative concrete reinforcement 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":"Flexural strength; Materials science; Composite material; Residual strength; Residual; Structural engineering; Engineering; Computer science","score_opus":0.009464246843964344,"score_gpt":0.22182526283687443,"score_spread":0.21236101599291007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391601393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954926,0.0003443834,0.000768697,0.000022484688,0.000028834427,0.000010178987,0.00026000728,0.00003597957,0.003036887],"genre_scores_gemma":[0.997218,0.000064987056,0.00021995681,0.000007355474,0.0000023367968,0.0000040927666,0.0001542225,0.000008137716,0.0023208607],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960357,0.000031214586,0.000023766968,0.00004557867,0.0002278864,0.00006814695],"domain_scores_gemma":[0.9992748,0.00016774214,0.00015403339,0.00006157104,0.00023340118,0.00010855633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049657596,0.00033630632,0.00018057143,0.0008140109,0.00026468717,0.00018604474,0.0003978693,0.00035905142,0.003955317],"category_scores_gemma":[0.0006954614,0.00016771622,0.00036641295,0.0002768676,0.00020370996,0.00031960188,0.0002780641,0.00034437652,0.0009650049],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020603582,0.00035384172,0.025921743,0.00032718034,0.00010867472,0.00052834814,0.00033039742,0.03878749,0.88040566,0.0006830333,0.0016491341,0.048844226],"study_design_scores_gemma":[0.000045229677,0.0033832171,0.15176933,0.00014048167,0.00014628374,0.000472699,0.00068062556,0.038931742,0.7976349,0.00045949453,0.006248953,0.00008711134],"about_ca_topic_score_codex":0.0028002823,"about_ca_topic_score_gemma":0.006972219,"teacher_disagreement_score":0.003955317,"about_ca_system_score_codex":0.00027933743,"about_ca_system_score_gemma":0.00025970835,"threshold_uncertainty_score":0.013231814},"labels":[],"label_agreement":null},{"id":"W4391607024","doi":"10.14359/51739202","title":"Mechanical Responses of Polymer Concrete Submerged in Acidic Solution","year":2024,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovative concrete reinforcement 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":"Polymer; Materials science; Composite material","score_opus":0.018684516957637103,"score_gpt":0.2563958292307317,"score_spread":0.23771131227309458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391607024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931056,0.0008800801,0.0007684563,0.00008085108,0.00013099394,0.000031140386,0.00060633605,0.000026151383,0.004370437],"genre_scores_gemma":[0.99126935,0.0004778847,0.0009382114,0.00007099079,0.00002439429,0.000024140456,0.00050504896,0.000013367809,0.006676585],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995503,0.000045590063,0.000045591023,0.000073324176,0.00017346327,0.0001116971],"domain_scores_gemma":[0.99937195,0.00019974659,0.000101903395,0.00003187857,0.00019430018,0.00010033616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034087963,0.0006179776,0.00025614706,0.00036936474,0.00031063508,0.00021493406,0.00024805407,0.0005967109,0.008430036],"category_scores_gemma":[0.000626498,0.00025925637,0.00041046608,0.00033932764,0.00022917609,0.0004401382,0.00021357553,0.0012367583,0.0011479164],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000524536,0.0001259316,0.0016918984,0.00012477895,0.000031698644,0.00015085371,0.00020291748,0.0011746364,0.9911078,0.00007272456,0.0003306494,0.0044615525],"study_design_scores_gemma":[0.000020574604,0.0030145426,0.031211989,0.000055402234,0.000046304518,0.00014516154,0.0008124151,0.0038208733,0.95795906,0.00010895544,0.0027679016,0.000036881465],"about_ca_topic_score_codex":0.0017836876,"about_ca_topic_score_gemma":0.003791081,"teacher_disagreement_score":0.008430036,"about_ca_system_score_codex":0.00020495978,"about_ca_system_score_gemma":0.00026873383,"threshold_uncertainty_score":0.028201282},"labels":[],"label_agreement":null},{"id":"W4391867738","doi":"10.1016/j.conbuildmat.2024.135445","title":"Effect of GFRP bar diameter and concrete cover on bond and development length in UHPFRC","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Queen's University","funders":"","keywords":"Embedment; Fibre-reinforced plastic; Concrete cover; Materials science; Bar (unit); Bond strength; Composite material; Structural engineering; Bond length; Reinforced concrete; Adhesive; Physics; Engineering; Layer (electronics)","score_opus":0.006427597036646738,"score_gpt":0.22704646831287054,"score_spread":0.2206188712762238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391867738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980564,0.00021624049,0.0005004858,0.000009674383,0.00000665498,0.0000026691544,0.000042189564,0.000040672796,0.0011251076],"genre_scores_gemma":[0.9983511,0.000064592714,0.0003519254,0.000006918458,0.0000040085283,0.0000025809377,0.00004961955,0.000019419142,0.0011497673],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994993,0.00007163967,0.00002424705,0.00012251026,0.00013869819,0.000143565],"domain_scores_gemma":[0.9986077,0.0006320302,0.00026076942,0.00007315011,0.0002451644,0.00018121875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005482903,0.00026237863,0.00031697072,0.00037047468,0.00043327635,0.00043956022,0.0005305826,0.0004869342,0.0046925],"category_scores_gemma":[0.0013048608,0.00029956465,0.00025339014,0.00033980532,0.00035909607,0.0005598126,0.0003466209,0.00040707513,0.00075589924],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005447722,0.00035412493,0.010868114,0.00019064077,0.000038260085,0.0004912859,0.00042640243,0.019191429,0.94098145,0.00043805517,0.00041779174,0.021154692],"study_design_scores_gemma":[0.000033268716,0.0028885626,0.041607566,0.000018649624,0.00009896662,0.00016728826,0.00031948707,0.014335387,0.93846583,0.000051197894,0.0019821057,0.00003167885],"about_ca_topic_score_codex":0.0021359366,"about_ca_topic_score_gemma":0.0041237236,"teacher_disagreement_score":0.0046925,"about_ca_system_score_codex":0.0005327523,"about_ca_system_score_gemma":0.00032815506,"threshold_uncertainty_score":0.015697956},"labels":[],"label_agreement":null},{"id":"W4391906512","doi":"10.1016/j.conbuildmat.2024.135421","title":"Experimental and analytical study of steel and chopped glass fibre reinforced concrete under compression","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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 Alberta","funders":"","keywords":"Materials science; Composite material; Compression (physics); Glass fiber; Reinforced concrete; Structural engineering; Engineering","score_opus":0.015978591833220868,"score_gpt":0.268074866312206,"score_spread":0.25209627447898514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391906512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99763656,0.000056633064,0.0004825073,0.000014387975,0.000008946417,0.000017014549,0.0001119072,0.00001855462,0.0016535706],"genre_scores_gemma":[0.9983657,0.000060260238,0.00037747656,0.0000037041561,0.00000679684,0.000008227942,0.000048983613,0.000004491289,0.0011244827],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948585,0.00003573966,0.000014662533,0.00007161049,0.00028880502,0.00010327037],"domain_scores_gemma":[0.9994143,0.00021590453,0.00006528186,0.000063776715,0.00020248244,0.000038181955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040212052,0.0004686152,0.0005113478,0.0006408692,0.0010428082,0.00023968733,0.00069104775,0.0006692433,0.0030450963],"category_scores_gemma":[0.00069336453,0.00030349637,0.00031333312,0.00081665907,0.0010996405,0.00043141493,0.00032633124,0.0005083583,0.0002648515],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001373584,0.0007361846,0.0046906825,0.0002574208,0.000023724091,0.0005687687,0.0007816476,0.010227195,0.9727184,0.0010945038,0.00029231445,0.007235432],"study_design_scores_gemma":[0.0000814781,0.0026820486,0.037498336,0.0000139844515,0.000073150404,0.00031801887,0.00084619416,0.02230198,0.9337345,0.00029940938,0.0021006218,0.000050322644],"about_ca_topic_score_codex":0.0044538165,"about_ca_topic_score_gemma":0.0055306493,"teacher_disagreement_score":0.0044538165,"about_ca_system_score_codex":0.0004752967,"about_ca_system_score_gemma":0.0005339895,"threshold_uncertainty_score":0.010186791},"labels":[],"label_agreement":null},{"id":"W4391956175","doi":"10.1063/5.0195391","title":"Experimental studies on the behavior of the fiber reinforced concrete blended with admixtures","year":2024,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Innovative concrete reinforcement 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":"Selkirk College","funders":"","keywords":"Silica fume; Fly ash; Cement; Materials science; Flexural strength; Husk; Composite material; Fiber; Coir; Waste management; Environmental science; Engineering","score_opus":0.032442662084170036,"score_gpt":0.27139170077824704,"score_spread":0.238949038694077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391956175","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975292,0.0003027157,0.00073057,0.000018642613,0.000019568748,0.000012484063,0.000305922,0.000024097742,0.0010567579],"genre_scores_gemma":[0.99636805,0.0003450727,0.0011664623,0.0000122183465,0.000007848325,0.00001693062,0.00021668799,0.000012784071,0.0018539662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995123,0.00004092159,0.000033080956,0.00008925626,0.00023599286,0.000088384055],"domain_scores_gemma":[0.9993001,0.00017735893,0.00014894553,0.00008472904,0.00022852878,0.000060443494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042481616,0.0005149831,0.0003272946,0.00038664072,0.00035494557,0.00018043288,0.0003280603,0.00062324514,0.002955496],"category_scores_gemma":[0.00049090415,0.00021333256,0.00041198652,0.0004149691,0.00036756223,0.0003507352,0.0002126579,0.00069296296,0.00036502533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024544992,0.00017047345,0.0009837374,0.000086505024,0.000009539398,0.000085298976,0.00012529446,0.0013428783,0.99542856,0.000072428964,0.000043148215,0.001406677],"study_design_scores_gemma":[0.000008960002,0.0019540305,0.0065940674,0.000013728171,0.00002491542,0.00007538774,0.000117968615,0.001856986,0.988372,0.000040859864,0.0009261764,0.000014879792],"about_ca_topic_score_codex":0.0009349644,"about_ca_topic_score_gemma":0.0017113229,"teacher_disagreement_score":0.002955496,"about_ca_system_score_codex":0.00016749169,"about_ca_system_score_gemma":0.00015014388,"threshold_uncertainty_score":0.009887099},"labels":[],"label_agreement":null},{"id":"W4392132736","doi":"10.32388/acx8kp","title":"Review of: \"Shear performance of polypropylene fiber reinforced high-strength self-compacting concrete beams\"","year":2024,"lang":"en","type":"peer-review","venue":"","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Polypropylene; Shear (geology); Fiber; Shear strength (soil); Structural engineering; Engineering; Geology","score_opus":0.015507389464961906,"score_gpt":0.2606745903881177,"score_spread":0.24516720092315578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392132736","genre_codex":"review","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":[0.009537304,0.5481065,0.006226035,0.0689513,0.2947063,0.00058546534,0.0016105281,0.0005066514,0.069770016],"genre_scores_gemma":[0.049602,0.61599374,0.0036825726,0.013667778,0.09636364,0.0003284392,0.0032914774,0.0003384377,0.21673183],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9973195,0.0003141599,0.00036104102,0.000203477,0.0017126632,0.000089225454],"domain_scores_gemma":[0.97851527,0.0020649238,0.0009957418,0.00033382638,0.01751205,0.0005781771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031748565,0.00048286535,0.0010132466,0.0026899765,0.00075606885,0.0016893012,0.0012990921,0.0014668124,0.020359868],"category_scores_gemma":[0.010212591,0.0002847049,0.00036557313,0.0022547643,0.00083988596,0.0016525531,0.00080890645,0.0007283349,0.010666854],"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":[0.00009424503,0.00005144131,0.0003148486,0.009498895,0.000033807763,0.00020141952,0.00018114632,0.00018542545,0.0033948617,0.0024786794,0.6872354,0.29632983],"study_design_scores_gemma":[0.0000051158886,0.000057861507,0.00085822836,0.00089573435,0.000023314375,0.00021627235,0.000074078576,0.00007714863,0.0011713168,0.00020531671,0.9964012,0.000014306846],"about_ca_topic_score_codex":0.0014601788,"about_ca_topic_score_gemma":0.0021918141,"teacher_disagreement_score":0.020359868,"about_ca_system_score_codex":0.00092293473,"about_ca_system_score_gemma":0.0037643495,"threshold_uncertainty_score":0.068110585},"labels":[],"label_agreement":null},{"id":"W4392199757","doi":"10.18280/mmep.110226","title":"Experimental Evaluation of Slurry Infiltrated Fibrous Concrete with Waste Tire Rubber Fine Aggregate","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Innovative concrete reinforcement 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":"Natural rubber; Aggregate (composite); Materials science; Ultimate tensile strength; Flexural strength; Crumb rubber; Slurry; Compressive strength; Cement; Composite material; Ductility (Earth science); Properties of concrete; Waste management; Engineering; Creep","score_opus":0.02843243699121949,"score_gpt":0.23168608099507854,"score_spread":0.20325364400385904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392199757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987476,0.00009174816,0.0005921758,0.0000050234903,0.0000066245725,0.000017105498,0.00006845156,0.000013011948,0.0004581202],"genre_scores_gemma":[0.9974095,0.00015260499,0.0014793023,0.000005559771,0.0000023084037,0.000020166417,0.000052424813,0.000008024056,0.0008701878],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955827,0.000055875662,0.000033025863,0.00009615755,0.00017789673,0.000078715675],"domain_scores_gemma":[0.9994912,0.00012080263,0.000114874616,0.000057505025,0.00016576702,0.00004983665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005310686,0.0004427415,0.00034568564,0.00030573868,0.00031749668,0.0002445257,0.00036592403,0.000655927,0.0013359593],"category_scores_gemma":[0.00051297224,0.0001924428,0.0003774522,0.00028072493,0.00039387643,0.00029593226,0.00033565814,0.0004939062,0.00023256415],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032581383,0.00038093238,0.00074187736,0.00010825286,0.00000897598,0.000073589516,0.00009081643,0.002145805,0.9942952,0.00006219161,0.000017681252,0.0017488814],"study_design_scores_gemma":[0.000014029547,0.0042256312,0.002560765,0.000008609869,0.000026516771,0.000032045515,0.00008400133,0.0029155088,0.98961735,0.000020554535,0.00048422808,0.000010823744],"about_ca_topic_score_codex":0.0019485905,"about_ca_topic_score_gemma":0.0043292427,"teacher_disagreement_score":0.0019485905,"about_ca_system_score_codex":0.00029903563,"about_ca_system_score_gemma":0.00035566284,"threshold_uncertainty_score":0.004469216},"labels":[],"label_agreement":null},{"id":"W4392294622","doi":"10.1016/j.conbuildmat.2024.135530","title":"ANN-based predictive mimicker for the constitutive model of engineered cementitious composites (ECC)","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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 British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Ultimate tensile strength; Durability; Bilinear interpolation; Unavailability; Materials science; Composite number; Structural engineering; Stress (linguistics); Composite material; Computer science; Mathematics; Engineering; Statistics","score_opus":0.013541745501960644,"score_gpt":0.22649207701092144,"score_spread":0.2129503315089608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392294622","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":[0.082221135,0.0005078564,0.90684485,0.00024993168,0.000103212515,0.00005539298,0.0001682131,0.0009898744,0.008859475],"genre_scores_gemma":[0.95321226,0.00016363207,0.04028452,0.000099404344,0.000024482006,0.00011236372,0.0001898147,0.00007321876,0.0058403043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999803,0.00006386496,0.000009685816,0.00004789719,0.000055055873,0.000020498184],"domain_scores_gemma":[0.9992411,0.00048270577,0.00007305111,0.000038267917,0.00014178002,0.000023206729],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051513256,0.00059399963,0.0007506526,0.00039560458,0.00029561477,0.00062622555,0.00092902104,0.0015714249,0.002071082],"category_scores_gemma":[0.0015455856,0.00046584988,0.00062407105,0.00027975743,0.00037575173,0.0006386187,0.000519698,0.0010282177,0.00043362426],"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":[0.000012883208,0.000013005418,0.00009983328,0.000012464679,0.00000764033,0.000018593262,0.000006113937,0.9936313,0.0006061108,0.0006072413,0.0000957034,0.0048890915],"study_design_scores_gemma":[3.2446272e-7,0.0000016858424,0.0000127472285,5.77259e-7,5.476173e-7,0.0000014625274,2.640763e-7,0.999821,0.000050171933,0.000088387744,0.000022343575,5.0980594e-7],"about_ca_topic_score_codex":0.008741727,"about_ca_topic_score_gemma":0.008902671,"teacher_disagreement_score":0.008741727,"about_ca_system_score_codex":0.00072048715,"about_ca_system_score_gemma":0.00063696806,"threshold_uncertainty_score":0.017381728},"labels":[],"label_agreement":null},{"id":"W4392717086","doi":"10.3390/jcs8030101","title":"Influence of Glass Microfibers on the Control of Autogenous Shrinkage in Very High Strength Self-Compacting Concretes (VHSSCC)","year":2024,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Innovative concrete reinforcement 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":"National Research Council Canada","funders":"Universidade Federal de Santa Catarina; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Shrinkage; Microfiber; Materials science; Composite material; Compressive strength; Cracking; Durability; Cementitious; Slump; Self-consolidating concrete; Fiber; Cement","score_opus":0.006028317255059854,"score_gpt":0.22047936633940773,"score_spread":0.21445104908434787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392717086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880207,0.0005121403,0.0003855097,0.000011972215,0.000010984583,0.000010767429,0.00002391491,0.000013377974,0.00022921091],"genre_scores_gemma":[0.99787784,0.0004218789,0.0012331643,0.000013189225,0.000004862996,0.000012268317,0.000024147994,0.000006975732,0.000405682],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998652,0.000014562669,0.000012222098,0.000044004904,0.000035719382,0.000028252396],"domain_scores_gemma":[0.99981207,0.000029302639,0.00008316904,0.000009104532,0.000029232915,0.000037183298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020122297,0.00033670542,0.00020760659,0.0001600277,0.000110435496,0.0002395612,0.00012288228,0.00019473254,0.0005715349],"category_scores_gemma":[0.00020485175,0.0001568447,0.00020964208,0.00009770832,0.00020997557,0.0002255974,0.00014294357,0.0003503775,0.00014313043],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000097877135,0.000029513507,0.00012231061,0.000034673543,0.0000046766363,0.000015322727,0.000012372445,0.00012858323,0.9986607,0.00001175704,0.0000053230074,0.0008769396],"study_design_scores_gemma":[0.00000803921,0.00062007026,0.0021393094,0.0000069616444,0.000017522614,0.000020529782,0.000020152987,0.00050257315,0.99613994,0.0000049426594,0.0005145713,0.000005339725],"about_ca_topic_score_codex":0.00077783247,"about_ca_topic_score_gemma":0.0019262605,"teacher_disagreement_score":0.00077783247,"about_ca_system_score_codex":0.00015319881,"about_ca_system_score_gemma":0.00017655919,"threshold_uncertainty_score":0.0019119978},"labels":[],"label_agreement":null},{"id":"W4393068018","doi":"10.3233/brs-240220","title":"Lok-Test and Capo-Test pullout for in-situ concrete strength","year":2024,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Innovative concrete reinforcement 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":"Engineering; Test (biology); Structural engineering; Forensic engineering; Geotechnical engineering; Geology","score_opus":0.011961966913443148,"score_gpt":0.24783102902515083,"score_spread":0.2358690621117077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393068018","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":[0.357923,0.0031943785,0.4858135,0.00038278455,0.001450463,0.0018187936,0.01152407,0.01358393,0.12430903],"genre_scores_gemma":[0.7318902,0.0010869398,0.1848946,0.00059060333,0.00021267074,0.002162743,0.0108840335,0.002466644,0.06581154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99163646,0.0009392273,0.00037087494,0.0011742995,0.0055674105,0.00031175275],"domain_scores_gemma":[0.989622,0.0014015932,0.0016694685,0.0016376162,0.0050141816,0.00065523916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025306551,0.0026223462,0.0009852941,0.0047704633,0.0006807253,0.001091241,0.0022400783,0.0014672065,0.018289696],"category_scores_gemma":[0.0064692334,0.0007490188,0.0007418978,0.002539661,0.0009400608,0.001714321,0.0017930816,0.0014058179,0.007921793],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017486127,0.00095123705,0.04985759,0.0022561932,0.00020107215,0.00056174846,0.00096088444,0.0059559834,0.6408268,0.0064592296,0.020568449,0.26965222],"study_design_scores_gemma":[0.00013633493,0.0030571437,0.12471644,0.00023297759,0.00022475685,0.002212238,0.00055317796,0.021240346,0.7808567,0.00161542,0.06460496,0.00054937584],"about_ca_topic_score_codex":0.0012626095,"about_ca_topic_score_gemma":0.0041527324,"teacher_disagreement_score":0.018289696,"about_ca_system_score_codex":0.00071909255,"about_ca_system_score_gemma":0.00076913205,"threshold_uncertainty_score":0.06118512},"labels":[],"label_agreement":null},{"id":"W4393089258","doi":"10.1016/j.cemconcomp.2024.105518","title":"Failure mechanism of steel fiber pullout in UHPC affected by alternating cryogenic and elevated variation","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":40,"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":"Mechanism (biology); Materials science; Fiber; Composite material; Variation (astronomy); Failure mechanism; Structural engineering; Forensic engineering; Engineering; Physics","score_opus":0.005083477222597979,"score_gpt":0.19727277997244644,"score_spread":0.19218930274984847,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393089258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991485,0.000028672881,0.00048115608,0.0000050817107,0.0000031350266,0.0000023698979,0.000031808195,0.000029176203,0.00027016035],"genre_scores_gemma":[0.99953747,0.000009425163,0.00008821264,0.0000013627583,7.3527076e-7,0.0000012571846,0.000017448912,0.0000034180894,0.00034063015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987257,0.000008488165,0.0000039742804,0.00003374925,0.00004517445,0.00003612274],"domain_scores_gemma":[0.9997768,0.00004682749,0.000048154154,0.000024771,0.000065752916,0.000037635415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019236263,0.00025612238,0.0001978338,0.00033180584,0.0003574474,0.00018883347,0.00038890584,0.00032541878,0.0023356015],"category_scores_gemma":[0.00033777973,0.00016624377,0.00019439397,0.00019743957,0.00047938587,0.00020619213,0.00017411182,0.00020997778,0.00019521608],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00095321453,0.00003768027,0.011887586,0.000055867204,0.000019932757,0.00090779504,0.0003056225,0.0055302335,0.975393,0.00027026373,0.00017511904,0.0044636256],"study_design_scores_gemma":[0.000020637133,0.00061055226,0.17015773,0.0000119875385,0.00004995837,0.0003882772,0.0004462267,0.0418075,0.7855525,0.00012353758,0.0007952562,0.000035904068],"about_ca_topic_score_codex":0.004338654,"about_ca_topic_score_gemma":0.00402667,"teacher_disagreement_score":0.004338654,"about_ca_system_score_codex":0.0002869635,"about_ca_system_score_gemma":0.00019695182,"threshold_uncertainty_score":0.008626819},"labels":[],"label_agreement":null},{"id":"W4393105618","doi":"10.1016/j.conbuildmat.2024.135821","title":"The role of supplementary cementitious materials and fiber reinforcements in enhancing the sulfate attack resistance of SCC/ECC composite systems","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Composite material; Composite number; Reinforcement; Fiber; Cementitious; Sulfate; Impact resistance; Cement; Metallurgy","score_opus":0.006035830452672179,"score_gpt":0.22232671292136572,"score_spread":0.21629088246869355,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393105618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962249,0.000594343,0.0015840398,0.000013472449,0.0000103282355,0.000011237163,0.000018652787,0.000036098212,0.0015068898],"genre_scores_gemma":[0.9980235,0.00014981977,0.0012172747,0.000005366541,0.000003410976,0.0000043097853,0.000011350311,0.000007752917,0.0005771383],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990904,0.000018459166,0.000007712381,0.0000138180785,0.000028830815,0.000022127815],"domain_scores_gemma":[0.9998037,0.000071908085,0.00003924872,0.00001882474,0.00004109024,0.000025289457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002527818,0.0002793174,0.00015452228,0.0002494258,0.00016595412,0.000226851,0.00017196889,0.00019640819,0.0012841895],"category_scores_gemma":[0.00029268168,0.00013086073,0.00013476024,0.00009900987,0.00021232583,0.0003194484,0.0001576368,0.00023237555,0.00020716483],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002544507,0.000048001937,0.000503038,0.000093393886,0.000008080852,0.000049822043,0.000035839847,0.0010984474,0.99116254,0.00037242303,0.000037189864,0.0063368664],"study_design_scores_gemma":[0.000005828203,0.00027149168,0.0017796651,0.000006283187,0.000018687675,0.000034410692,0.00001624936,0.0034753801,0.9935695,0.00003496222,0.00078298134,0.000004605874],"about_ca_topic_score_codex":0.00041848441,"about_ca_topic_score_gemma":0.0013402177,"teacher_disagreement_score":0.0012841895,"about_ca_system_score_codex":0.000103985025,"about_ca_system_score_gemma":0.00016459175,"threshold_uncertainty_score":0.004296005},"labels":[],"label_agreement":null},{"id":"W4393194668","doi":"10.1007/s42773-024-00326-1","title":"Correction: Biochar affects compressive strength of Portland cement composites: a meta-analysis","year":2024,"lang":"en","type":"article","venue":"Biochar","topic":"Innovative concrete reinforcement 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":"Portland cement; Compressive strength; Biochar; Composite material; Materials science; Cement; Waste management; Engineering; Pyrolysis","score_opus":0.029902795206621813,"score_gpt":0.25935843352682425,"score_spread":0.22945563832020244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393194668","genre_codex":"editorial","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":[0.004381906,0.025122987,0.0061064796,0.08001215,0.7743824,0.00037522375,0.10326854,0.0018195581,0.004530826],"genre_scores_gemma":[0.32705435,0.045662038,0.02885391,0.13473667,0.3052064,0.0033865166,0.03632954,0.0066542053,0.11211638],"study_design_codex":"not_applicable","study_design_gemma":"meta_analysis","domain_scores_codex":[0.99308807,0.0018744824,0.0011478988,0.0016067355,0.0018018694,0.00048103585],"domain_scores_gemma":[0.94843537,0.029477153,0.005183226,0.0036970288,0.011989813,0.0012174438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010740527,0.0035082032,0.0035027862,0.002942849,0.001027542,0.0026390562,0.0062521817,0.006030166,0.123844],"category_scores_gemma":[0.12229798,0.001639828,0.007444355,0.0048686136,0.0016077498,0.002250365,0.0017805218,0.0066258516,0.014734926],"study_design_candidate":"meta_analysis","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012614292,0.000028764105,0.0032623408,0.017320141,0.004448494,0.0005802278,0.0001475543,0.0005326821,0.0004073786,0.0011794744,0.95517594,0.015655568],"study_design_scores_gemma":[0.007816721,0.0005094583,0.051330876,0.021043714,0.026206285,0.0026502737,0.000634162,0.003459687,0.0027768738,0.009227347,0.87376976,0.00057498005],"about_ca_topic_score_codex":0.031321358,"about_ca_topic_score_gemma":0.02243973,"teacher_disagreement_score":0.123844,"about_ca_system_score_codex":0.0021470576,"about_ca_system_score_gemma":0.0054148473,"threshold_uncertainty_score":0.41429943},"labels":[],"label_agreement":null},{"id":"W4393275709","doi":"10.1061/jsendh.steng-12866","title":"Analytical Model for Calculating Shear Capacity of NSC Beams Strengthened by UHPC Lateral Layers","year":2024,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Innovative concrete reinforcement 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":"Shear (geology); Materials science; Structural engineering; Composite material; Engineering","score_opus":0.016190993931319536,"score_gpt":0.24297186294655015,"score_spread":0.22678086901523062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393275709","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":[0.1205201,0.0008648488,0.8672677,0.00012798366,0.00005081927,0.0001245067,0.00049261673,0.00084790523,0.009703497],"genre_scores_gemma":[0.9314645,0.001197635,0.05677789,0.00005308599,0.000024242128,0.00033619473,0.00045782956,0.00012077586,0.009567908],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963593,0.00004371644,0.0000197027,0.00006825848,0.00019693449,0.00003546868],"domain_scores_gemma":[0.9997197,0.00007479246,0.000047742524,0.00003404217,0.00011530604,0.000008313832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036365422,0.00072651036,0.0004390667,0.0010867133,0.00021427519,0.00041565206,0.0013483346,0.00085883884,0.0013069441],"category_scores_gemma":[0.00073351065,0.0003908974,0.00072883803,0.00054445013,0.00038475028,0.00076216535,0.00032572544,0.000349947,0.00081271084],"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":[0.000035001554,0.000032482723,0.0014834373,0.0001307574,0.000020333993,0.00016281249,0.000088452616,0.92107147,0.053357467,0.0036016926,0.0004335377,0.01958248],"study_design_scores_gemma":[0.0000025657255,0.000017864575,0.00042429173,0.000007867249,0.000007832169,0.000035817084,0.000012263117,0.99224997,0.0060741147,0.0005072383,0.000653069,0.0000072026546],"about_ca_topic_score_codex":0.0056540025,"about_ca_topic_score_gemma":0.0041639046,"teacher_disagreement_score":0.0056540025,"about_ca_system_score_codex":0.00079460925,"about_ca_system_score_gemma":0.0010027273,"threshold_uncertainty_score":0.011242211},"labels":[],"label_agreement":null},{"id":"W4393323023","doi":"10.1051/e3sconf/202450701021","title":"RETRACTED: Investigating Three-Dimensional RCC Frames under Seismic Loading with Various Soil Conditions","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":1,"is_retracted":true,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Horizon College and Seminary","funders":"","keywords":"Geology; Soil science; Geotechnical engineering","score_opus":0.020801189511200052,"score_gpt":0.2441380194339726,"score_spread":0.22333682992277254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393323023","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":[0.037533097,0.0035128496,0.02429853,0.1026565,0.7300794,0.00054240477,0.0062747034,0.0041898284,0.09091275],"genre_scores_gemma":[0.16849758,0.005394272,0.027605731,0.016286906,0.050807677,0.00077890145,0.01319759,0.004195946,0.7132354],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9933431,0.00059880427,0.00047122355,0.0004215618,0.004716199,0.00044914582],"domain_scores_gemma":[0.9758591,0.003710685,0.00080654456,0.0022494749,0.015989378,0.0013847514],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0057996144,0.0013188005,0.0010661158,0.002620682,0.0031650672,0.0044260807,0.004289813,0.008989633,0.12090074],"category_scores_gemma":[0.035312194,0.0005543903,0.0012189716,0.0016124662,0.0016743803,0.0036748932,0.003320494,0.004164571,0.040141173],"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":[0.00026371263,0.00006636861,0.0008311602,0.00054141134,0.000026605623,0.0016931365,0.0007544586,0.00049349805,0.0066865073,0.003783216,0.91838497,0.06647503],"study_design_scores_gemma":[0.000068395195,0.00027266864,0.0044693453,0.0005195103,0.000054914803,0.0016820781,0.0013774234,0.0020566722,0.008638924,0.0019443354,0.97881305,0.00010266327],"about_ca_topic_score_codex":0.0065090507,"about_ca_topic_score_gemma":0.006268013,"teacher_disagreement_score":0.99101037,"about_ca_system_score_codex":0.0022455363,"about_ca_system_score_gemma":0.0040208832,"threshold_uncertainty_score":0.40445328},"labels":[],"label_agreement":null},{"id":"W4393984662","doi":"10.23977/jemm.2024.090109","title":"Research progress of basic mechanics property and durability of fiber reinforced concrete","year":2024,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics and Machinery","topic":"Innovative concrete reinforcement 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":"Department of Education of Liaoning Province","keywords":"Durability; Property (philosophy); Materials science; Forensic engineering; Composite material; Engineering; Philosophy; Epistemology","score_opus":0.019482247444433647,"score_gpt":0.2630373483098463,"score_spread":0.24355510086541268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393984662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5000325,0.38357326,0.06181166,0.0017026176,0.000277012,0.00007190996,0.00052220304,0.00016305273,0.051845808],"genre_scores_gemma":[0.8228232,0.15328494,0.016667075,0.00015149424,0.0003316407,0.000028437444,0.0004126808,0.000042321666,0.006258159],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990231,0.0001013407,0.000067049994,0.0002520445,0.00049939426,0.0000571515],"domain_scores_gemma":[0.99780077,0.00062817225,0.0003431636,0.00013255217,0.0010043508,0.00009096366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017154678,0.00040843367,0.00044565686,0.0019871348,0.0002707627,0.0008896731,0.0004983062,0.0005285738,0.001197644],"category_scores_gemma":[0.0017318124,0.00026918692,0.0004227307,0.0014548503,0.00053406355,0.002114697,0.00038701855,0.00063741504,0.0002957915],"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":[0.0001908414,0.00027173405,0.04381421,0.0047389977,0.0001255492,0.00032224072,0.0011748862,0.012407876,0.15813482,0.024053685,0.0017266497,0.7530385],"study_design_scores_gemma":[0.000023733626,0.0025104862,0.19252394,0.0014931628,0.00055046706,0.0032860094,0.001773185,0.04509711,0.389851,0.017293824,0.3452735,0.0003235674],"about_ca_topic_score_codex":0.0023634937,"about_ca_topic_score_gemma":0.0017607698,"teacher_disagreement_score":0.0023634937,"about_ca_system_score_codex":0.000891638,"about_ca_system_score_gemma":0.0011950401,"threshold_uncertainty_score":0.009072363},"labels":[],"label_agreement":null},{"id":"W4394581605","doi":"","title":"Modélisation du comportement mécanique des structures en bétons fibrés à ultra-hautes performances","year":2022,"lang":"fr","type":"preprint","venue":"Thèses en ligne de l'Université Toulouse III (Université Toulouse III)","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Structural engineering; Fiber; Engineering","score_opus":0.009123896383464242,"score_gpt":0.20557900265303547,"score_spread":0.19645510626957122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394581605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7128562,0.0022300857,0.23926666,0.0015663402,0.0003597311,0.00016402124,0.001751099,0.0009589952,0.04084688],"genre_scores_gemma":[0.97173375,0.0005889785,0.015796691,0.00006428478,0.000040980605,0.00013663342,0.0005632537,0.00016239398,0.010912993],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997205,0.00005604479,0.000011463899,0.00007732891,0.00006703041,0.00006767666],"domain_scores_gemma":[0.99917066,0.00044071427,0.000077509074,0.00006819133,0.00015087152,0.000092034024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005187839,0.0011460372,0.0013146538,0.00082564965,0.00090754876,0.0024741748,0.0017746505,0.004152918,0.0055507016],"category_scores_gemma":[0.0017044167,0.0010712643,0.0014093482,0.00065963756,0.0014222086,0.0014286702,0.0008503866,0.0012819702,0.0006685583],"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":[0.000035577163,0.000029341407,0.0006665415,0.000023246384,0.000014354596,0.00006496236,0.00003147189,0.99486464,0.001255236,0.0016420337,0.00017589523,0.0011966192],"study_design_scores_gemma":[0.000009290108,0.000010394491,0.00031497722,0.0000060667894,0.0000047371327,0.000011075161,0.0000147118,0.99849534,0.0002727791,0.0006056119,0.00024841892,0.0000066634584],"about_ca_topic_score_codex":0.053164043,"about_ca_topic_score_gemma":0.02671684,"teacher_disagreement_score":0.053164043,"about_ca_system_score_codex":0.001938361,"about_ca_system_score_gemma":0.0020277963,"threshold_uncertainty_score":0.105709195},"labels":[],"label_agreement":null},{"id":"W4394632605","doi":"10.1016/j.istruc.2024.106328","title":"Projecting the resiliency of nano-modified cementitious composites with hybrid BFP/PVA fibers in shear key joints","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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":false,"ca_institutions":"Government of Manitoba; University of Manitoba; Tetra Tech (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Materials science; Composite material; Microfiber; Shear (geology); Rebar; Shear strength (soil); Structural engineering","score_opus":0.008676919027985784,"score_gpt":0.22681759920319947,"score_spread":0.21814068017521368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394632605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99857974,0.00012456939,0.001062735,0.000003611895,0.000003292537,0.000003018165,0.000030104737,0.000017008577,0.00017594226],"genre_scores_gemma":[0.9982362,0.00008503106,0.0013677013,0.0000028800825,9.200584e-7,0.0000051274224,0.000027192207,0.0000058936066,0.0002690735],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999428,0.000005048744,0.0000030914844,0.000014499663,0.000021814723,0.000012732936],"domain_scores_gemma":[0.9999114,0.000016262875,0.000032157746,0.0000058475093,0.000021105177,0.000013115081],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014166076,0.0002601175,0.00009969617,0.00017548536,0.00007872361,0.00012837538,0.0001031091,0.00017069968,0.00037444633],"category_scores_gemma":[0.00011865903,0.00014036523,0.00020210208,0.00009085541,0.00012033448,0.00021886721,0.000098196266,0.00021088889,0.000102770355],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020049947,0.0000069288117,0.00019516086,0.000013514213,0.0000017847278,0.000009717153,0.00000672276,0.00043198574,0.99880064,0.000014812241,0.0000033745343,0.00049532583],"study_design_scores_gemma":[0.0000016152045,0.00020138425,0.002986028,0.0000024230494,0.000011315183,0.000023384397,0.000016016013,0.002593689,0.9938764,0.000010511605,0.00027324597,0.0000039629144],"about_ca_topic_score_codex":0.000661513,"about_ca_topic_score_gemma":0.0020395857,"teacher_disagreement_score":0.000661513,"about_ca_system_score_codex":0.00013843468,"about_ca_system_score_gemma":0.000087914916,"threshold_uncertainty_score":0.0013152957},"labels":[],"label_agreement":null},{"id":"W4394707409","doi":"10.1016/j.conbuildmat.2024.136090","title":"Experimental study on durability of steel-basalt fiber reinforced concrete under multiple factors coupling","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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, Okanagan Campus; University of British Columbia","funders":"","keywords":"Durability; Basalt fiber; Materials science; Composite material; Coupling (piping); Fiber; Basalt; Geology","score_opus":0.0231418862133375,"score_gpt":0.267196516042122,"score_spread":0.2440546298287845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394707409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992717,0.00004118215,0.0004054386,0.00000272156,0.0000048073653,0.0000052223486,0.00003294748,0.00000690458,0.00022914293],"genre_scores_gemma":[0.99903166,0.00003984692,0.00028447574,0.000002696801,0.000002988767,0.0000046700284,0.000033290264,0.0000049536384,0.00059547095],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958724,0.00004613533,0.000022374019,0.00011662285,0.00014170515,0.000085891814],"domain_scores_gemma":[0.99931264,0.00022326455,0.00008810411,0.00011285959,0.00016615425,0.000096851145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004431528,0.0004797536,0.00044992106,0.0004227635,0.0005366944,0.0001984938,0.00048508047,0.0005777257,0.0020029254],"category_scores_gemma":[0.0005140873,0.0002699562,0.0004553901,0.00031437923,0.00046012623,0.00054208137,0.000334884,0.00043859315,0.00021955863],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010316855,0.00052632974,0.0034597467,0.000096552605,0.000018476096,0.00020776848,0.00026969728,0.0021135379,0.98907745,0.00013304489,0.000039953644,0.0030257453],"study_design_scores_gemma":[0.000062777035,0.004959553,0.021888945,0.0000087312155,0.00008704267,0.0002478383,0.00032543894,0.0071621127,0.9645411,0.00011183781,0.00057605666,0.000028664314],"about_ca_topic_score_codex":0.0009112048,"about_ca_topic_score_gemma":0.0011936317,"teacher_disagreement_score":0.0020029254,"about_ca_system_score_codex":0.00022036818,"about_ca_system_score_gemma":0.00028417286,"threshold_uncertainty_score":0.006700456},"labels":[],"label_agreement":null},{"id":"W4394977267","doi":"10.1016/j.cemconcomp.2024.105550","title":"Flexural fatigue behavior of ultra-high performance concrete under low temperatures","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Materials science; Flexural strength; Composite material; Ultimate tensile strength; Flexural modulus; Brittleness; Deflection (physics); Deformation (meteorology); Compression (physics); Stress (linguistics)","score_opus":0.01423113290857978,"score_gpt":0.23435436533654017,"score_spread":0.2201232324279604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394977267","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989999,0.00020033924,0.0004142619,0.0000095838905,0.0000027088788,0.0000042938113,0.00008685405,0.000014711403,0.00026730716],"genre_scores_gemma":[0.99890375,0.000104912266,0.00029947894,0.000008995611,0.0000013478929,0.0000059175654,0.00012901648,0.0000043529526,0.000542331],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997365,0.000018109335,0.000017781913,0.00004730777,0.0001235268,0.000056912755],"domain_scores_gemma":[0.9995932,0.000046146695,0.00010364773,0.000027397364,0.00017337163,0.00005625387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028378295,0.00033401928,0.00023410814,0.00045611715,0.00023194877,0.00012155996,0.00029607845,0.00039879562,0.0013592403],"category_scores_gemma":[0.00033909242,0.00020208531,0.00027064246,0.00025699026,0.00037061953,0.00029412957,0.00020596283,0.00043270923,0.00026486034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010666872,0.000016371629,0.0032517123,0.000046500183,0.0000075257194,0.000090929694,0.0000895548,0.0009810686,0.99378985,0.000023320294,0.000026030486,0.001570549],"study_design_scores_gemma":[0.000010163067,0.0013453043,0.11138074,0.000036471363,0.000035759193,0.00036351167,0.00027889272,0.006351254,0.87933946,0.000049619266,0.0007716987,0.00003719357],"about_ca_topic_score_codex":0.0033532062,"about_ca_topic_score_gemma":0.0075271702,"teacher_disagreement_score":0.0033532062,"about_ca_system_score_codex":0.00028112397,"about_ca_system_score_gemma":0.00021348333,"threshold_uncertainty_score":0.0066673756},"labels":[],"label_agreement":null},{"id":"W4395101531","doi":"10.29327/1304307.48-124","title":"PATOLOGIAS DE PAVIMENTOS FLEXÍVEIS – ANÁLISE DE UM TRECHO DA AVENIDA ARCHIMEDES PEREIRA LIMA, CUIABÁ-MT","year":2023,"lang":"pt","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Discovery Air (Canada)","funders":"","keywords":"Geology; Computer science","score_opus":0.05489945184906568,"score_gpt":0.3000788248107275,"score_spread":0.2451793729616618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395101531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99608314,0.00016006044,0.0007366756,0.000015949354,0.0000034386446,0.000020623585,0.00026745227,0.000020636611,0.0026919758],"genre_scores_gemma":[0.9966606,0.0001077544,0.00086004066,0.000006379067,0.0000028253378,0.00001116485,0.00013957614,0.000006128981,0.0022056182],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99942315,0.000038024074,0.000029026038,0.0001637053,0.0002601452,0.00008583252],"domain_scores_gemma":[0.99931383,0.00012270849,0.00021014592,0.00005620244,0.00023472845,0.000062466905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041858133,0.00028243096,0.00024623895,0.0023987724,0.0007775686,0.0014590584,0.00041253003,0.00053027447,0.0030761636],"category_scores_gemma":[0.0010197189,0.00033994432,0.00036971262,0.0021029958,0.0009058016,0.0004564236,0.0005879466,0.00025330414,0.00047558383],"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":[0.00027917756,0.00008041026,0.79332924,0.0003537969,0.00010529907,0.001959962,0.01636667,0.0014811553,0.10056029,0.0011645495,0.0004800287,0.083839394],"study_design_scores_gemma":[9.570946e-7,0.00006214032,0.98502237,0.000020033402,0.00002736367,0.00055788434,0.0050115976,0.00046630544,0.00486044,0.000098211436,0.0038593085,0.000013488326],"about_ca_topic_score_codex":0.021864876,"about_ca_topic_score_gemma":0.06247313,"teacher_disagreement_score":0.021864876,"about_ca_system_score_codex":0.0008278038,"about_ca_system_score_gemma":0.0006079844,"threshold_uncertainty_score":0.04347527},"labels":[],"label_agreement":null},{"id":"W4396629663","doi":"10.1007/978-3-031-59419-9_55","title":"ASR Mitigation of Cementitious Composites Using Nano-Fibrillated Cellulose (NFC)","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovative concrete reinforcement 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":"Theratechnologies (Canada)","funders":"","keywords":"Materials science; Composite material; Nano-; Cellulose; Engineering; Chemical engineering","score_opus":0.015113390499005107,"score_gpt":0.2149856300143139,"score_spread":0.19987223951530877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396629663","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7724099,0.023322988,0.06605954,0.00058149284,0.0010001657,0.00010264336,0.0004606456,0.0012075701,0.13485503],"genre_scores_gemma":[0.8247946,0.006861142,0.021379983,0.0002529589,0.00009110108,0.0000427963,0.00020499893,0.00012779942,0.14624459],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99995244,0.0000023501643,0.0000011227646,0.000008629714,0.000026307458,0.000009126345],"domain_scores_gemma":[0.9999713,0.0000050410067,0.0000063806265,0.00000250778,0.000010635498,0.000004107434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006524687,0.00029983322,0.00016067998,0.00016331824,0.00017071285,0.0002466024,0.00018109473,0.00022883002,0.0032270397],"category_scores_gemma":[0.000041200296,0.000079039695,0.0002403897,0.00011697432,0.00008118582,0.00023071957,0.000106328036,0.0003468807,0.00081178977],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029546452,0.000032671305,0.00005728926,0.00010722014,0.0000036376964,0.000052818374,0.000017890708,0.00052947935,0.9745949,0.0006947657,0.00079832925,0.023081493],"study_design_scores_gemma":[0.0000021013632,0.00009757691,0.00046938265,0.00001459509,0.000009524507,0.00009757552,0.000017194627,0.0019878524,0.9791438,0.00014333046,0.018011231,0.0000057868974],"about_ca_topic_score_codex":0.0007713763,"about_ca_topic_score_gemma":0.0025935832,"teacher_disagreement_score":0.0032270397,"about_ca_system_score_codex":0.00022263531,"about_ca_system_score_gemma":0.00019128679,"threshold_uncertainty_score":0.010795474},"labels":[],"label_agreement":null},{"id":"W4396657240","doi":"10.1007/978-3-031-59349-9_14","title":"Multi-scale Damage Assessment of AAR-Affected Mass Concrete Under Various Stress States","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovative concrete reinforcement 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":"Hydro-Québec; Université Laval","funders":"","keywords":"Materials science; Stiffness; Stress (linguistics); Aggregate (composite); Cracking; Structural engineering; Particle (ecology); Composite material; Geotechnical engineering; Engineering; Geology","score_opus":0.013598195593830764,"score_gpt":0.24741273609785047,"score_spread":0.2338145405040197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396657240","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.966698,0.00032559378,0.019520124,0.000029550256,0.000016503052,0.00006123604,0.00086376927,0.00034456005,0.0121407],"genre_scores_gemma":[0.98710537,0.00010778961,0.004618981,0.000010566904,0.0000032082373,0.000016968856,0.00022453438,0.000023105631,0.007889539],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999838,0.000014382946,0.000006668685,0.000034739558,0.000091697,0.000014581576],"domain_scores_gemma":[0.99987614,0.000031469393,0.000026530382,0.000019461035,0.000035054185,0.000011252489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023822305,0.00032105678,0.00034910097,0.0009845265,0.0002985425,0.0002808837,0.00043450767,0.0004683506,0.003941979],"category_scores_gemma":[0.00019778042,0.00020235525,0.00031932778,0.00047442017,0.00022860605,0.00039404936,0.00036703068,0.00022376407,0.000545633],"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":[0.00106675,0.00039628736,0.024030808,0.00032249597,0.00008447098,0.0007783215,0.00042051656,0.2718078,0.54598784,0.0010500984,0.0024080358,0.15164657],"study_design_scores_gemma":[0.000023712462,0.0013409667,0.2836705,0.000046099864,0.0000823223,0.0007097739,0.00045422107,0.51883805,0.1908661,0.001078126,0.0028063126,0.00008387802],"about_ca_topic_score_codex":0.0018460092,"about_ca_topic_score_gemma":0.0078684725,"teacher_disagreement_score":0.003941979,"about_ca_system_score_codex":0.0003374443,"about_ca_system_score_gemma":0.00010569179,"threshold_uncertainty_score":0.01318723},"labels":[],"label_agreement":null},{"id":"W4396701104","doi":"10.11159/icsect24.147","title":"Compressive Behavior of Normal Strength Concrete Column Strengthened With Reinforced Ultra-High-Performance Concrete","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Prince Sultan University; National Natural Science Foundation of China","keywords":"Compressive strength; Column (typography); Materials science; Structural engineering; Composite material; Reinforced concrete; Engineering","score_opus":0.003824750561803669,"score_gpt":0.17464289163984204,"score_spread":0.17081814107803836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396701104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99902153,0.000029066134,0.0005029001,0.00000705169,0.0000015066828,0.0000036292204,0.00005108208,0.000017700982,0.0003654857],"genre_scores_gemma":[0.99909246,0.00002388694,0.00040778518,0.0000031804543,5.123808e-7,0.0000022782049,0.000056170167,0.0000031032819,0.00041081238],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984527,0.000013420906,0.0000062357203,0.000023145765,0.000090186535,0.000021775348],"domain_scores_gemma":[0.9996846,0.00008078754,0.00008091152,0.000026303622,0.00009092912,0.00003649438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017490635,0.0002662704,0.00014185703,0.00032011236,0.000158249,0.00010879633,0.0002895548,0.00031760355,0.0011744088],"category_scores_gemma":[0.00041544528,0.00018085522,0.00018516483,0.00014794579,0.00035629832,0.0002151877,0.00015980218,0.00023326681,0.00015074396],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029876555,0.00009120032,0.011830298,0.00007330745,0.000021788006,0.00025578667,0.0001409555,0.030923888,0.950687,0.00017989683,0.000089187124,0.0054080575],"study_design_scores_gemma":[0.000028906723,0.0016279699,0.12178797,0.000023227027,0.00005249433,0.00033965777,0.0003362867,0.19717798,0.6776346,0.000104670995,0.0008393824,0.000046793288],"about_ca_topic_score_codex":0.003540925,"about_ca_topic_score_gemma":0.009983486,"teacher_disagreement_score":0.003540925,"about_ca_system_score_codex":0.00022017748,"about_ca_system_score_gemma":0.00025656354,"threshold_uncertainty_score":0.00704062},"labels":[],"label_agreement":null},{"id":"W4396836020","doi":"10.1080/21650373.2024.2347594","title":"A review on numerical simulation of the failure of high performance fiber-reinforced concretes","year":2024,"lang":"en","type":"review","venue":"Journal of Sustainable Cement-Based Materials","topic":"Innovative concrete reinforcement 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":"Ministry of Science and Technology of the People's Republic of China","keywords":"Computer science; Computer simulation; Numerical modeling; Numerical analysis; Macro; Context (archaeology); Numerical models; Simulation; Geology; Mathematics","score_opus":0.018122984222593407,"score_gpt":0.27750126932912494,"score_spread":0.25937828510653155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396836020","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":[0.00059792766,0.9893476,0.006044784,0.0002878285,0.00045881682,0.00001685152,0.000069001675,0.000047466146,0.0031297484],"genre_scores_gemma":[0.003225466,0.99158597,0.003622426,0.00011851724,0.00033699465,0.000021084372,0.00009888057,0.000015214292,0.0009754965],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99957055,0.00007534266,0.00007361855,0.000064861044,0.00019239404,0.000023148916],"domain_scores_gemma":[0.9989309,0.0005476028,0.00009054639,0.00003881426,0.00035517078,0.000036971753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007857865,0.0012194302,0.0014849748,0.0024658814,0.00029579434,0.0010323181,0.0010764181,0.0011893377,0.0032804643],"category_scores_gemma":[0.0016443589,0.0006100121,0.0010411702,0.002912965,0.0004526441,0.0013784047,0.0005542831,0.0011577709,0.001982595],"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":[0.00007466471,0.00016985889,0.0007591443,0.04109588,0.00032147593,0.00025462706,0.00016058728,0.01796164,0.0071266503,0.024676671,0.03414096,0.873258],"study_design_scores_gemma":[0.000015213761,0.00018219337,0.0013097634,0.0062761353,0.0002732382,0.0006481283,0.000087078355,0.006404494,0.003112581,0.007675442,0.97393215,0.000083608924],"about_ca_topic_score_codex":0.001612867,"about_ca_topic_score_gemma":0.0015442659,"teacher_disagreement_score":0.0032804643,"about_ca_system_score_codex":0.00043514353,"about_ca_system_score_gemma":0.0013863464,"threshold_uncertainty_score":0.010974228},"labels":[],"label_agreement":null},{"id":"W4398206458","doi":"10.18280/acsm.480207","title":"Production of Groundwater Resistance Mortar Using Glass Sand and Polypropylene Fibres","year":2024,"lang":"fr","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Mortar; Polypropylene; Materials science; Composite material; Water resistance; Glass fiber","score_opus":0.03852808044794432,"score_gpt":0.2827572901902548,"score_spread":0.2442292097423105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398206458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9865433,0.00056626287,0.010944934,0.00002736596,0.00002071819,0.000062339874,0.00016051398,0.00013120314,0.0015434148],"genre_scores_gemma":[0.98157364,0.0005579524,0.015499862,0.000013250862,0.0000058855944,0.000022607019,0.00026058726,0.000033200613,0.0020331314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998672,0.000011771749,0.000011883689,0.00003098259,0.00005495638,0.000023150313],"domain_scores_gemma":[0.99986994,0.000008475912,0.000070993396,0.000013642736,0.000016396032,0.00002046912],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018307377,0.00064298144,0.00020154267,0.00038622282,0.00013353494,0.00022011409,0.00022689255,0.0002555521,0.00058860483],"category_scores_gemma":[0.00014844346,0.00018606178,0.00050974387,0.00022926765,0.00016060492,0.00025841335,0.0002637772,0.00027217614,0.0003357441],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013620516,0.000012165848,0.00022173919,0.00003457929,0.0000038865883,0.000049116254,0.000007763853,0.00012826538,0.99821585,0.000020925492,0.000006513207,0.0012855837],"study_design_scores_gemma":[0.000002369201,0.0003098945,0.0032700666,0.0000066193024,0.000018618864,0.00009933628,0.000016357546,0.00027192157,0.99500895,0.000011499513,0.0009801209,0.0000042174315],"about_ca_topic_score_codex":0.00080377643,"about_ca_topic_score_gemma":0.0031083021,"teacher_disagreement_score":0.00080377643,"about_ca_system_score_codex":0.00017894484,"about_ca_system_score_gemma":0.00017244309,"threshold_uncertainty_score":0.0019690394},"labels":[],"label_agreement":null},{"id":"W4398206477","doi":"10.18280/acsm.480202","title":"Preliminary Study on the Use of Recycled Glass, Ceramics, and Granite as Fillers in Ultra-High Performance Fiber Concrete","year":2024,"lang":"en","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Materials science; Glass recycling; Ceramic; Composite material; Glass fiber; Fiber","score_opus":0.051023752139075305,"score_gpt":0.25971296130323795,"score_spread":0.20868920916416264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398206477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965708,0.0012385767,0.0012238596,0.000017509108,0.000007635657,0.000031847754,0.00003887056,0.000008652317,0.0008622104],"genre_scores_gemma":[0.9930906,0.0016661163,0.0025161025,0.000017036793,0.0000054720963,0.000011135218,0.0001023062,0.0000077822615,0.00258339],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997235,0.00006616476,0.000022584945,0.00006533993,0.000083595354,0.0000387845],"domain_scores_gemma":[0.9997651,0.00006973629,0.00004610193,0.000025988758,0.000067497516,0.00002562066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041866617,0.00028970808,0.00027600577,0.00026664053,0.00030536987,0.00026614856,0.0002806947,0.0004500594,0.00092161976],"category_scores_gemma":[0.00033192543,0.00010198525,0.00047101697,0.0002036187,0.00031347983,0.00048809435,0.00020451179,0.00031868913,0.00021381109],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034499788,0.00044250346,0.0014280502,0.00036091256,0.000021791378,0.0002024503,0.00017260715,0.0010734688,0.98701525,0.00014156147,0.000026343541,0.008770063],"study_design_scores_gemma":[0.000007006332,0.0044155573,0.0053967177,0.000022329916,0.00005935854,0.00018628548,0.00016318813,0.0006653166,0.9864814,0.00003147107,0.002558701,0.000012617376],"about_ca_topic_score_codex":0.0016359541,"about_ca_topic_score_gemma":0.0036418822,"teacher_disagreement_score":0.0016359541,"about_ca_system_score_codex":0.0002454956,"about_ca_system_score_gemma":0.00027627114,"threshold_uncertainty_score":0.003252864},"labels":[],"label_agreement":null},{"id":"W4399011283","doi":"10.1061/jsendh.steng-12711","title":"Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement","year":2024,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Innovative concrete reinforcement 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":"York University","funders":"","keywords":"Cover (algebra); Materials science; Structural engineering; Composite material; Engineering; Mechanical engineering","score_opus":0.008184858050014697,"score_gpt":0.20718276978335792,"score_spread":0.19899791173334322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399011283","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987196,0.000039871757,0.0009958096,0.0000030931049,0.0000061940464,0.0000095114465,0.000035004425,0.000025493913,0.00016543335],"genre_scores_gemma":[0.9972318,0.000051849445,0.0018154806,0.000009050566,0.000003332707,0.0000145406,0.00009711606,0.000015128211,0.0007616888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953425,0.00005867541,0.000028378363,0.00007451888,0.00024005397,0.000064146545],"domain_scores_gemma":[0.9991749,0.00018404504,0.00019385455,0.00015770817,0.00020410473,0.000085296524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004132247,0.0005970949,0.0002904664,0.00035832525,0.0001987322,0.00012820658,0.0005869178,0.00044940988,0.0015027305],"category_scores_gemma":[0.0009311842,0.00024188019,0.00027493475,0.00020834843,0.00041061698,0.00021431787,0.0003249962,0.0002943411,0.0002484164],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002918621,0.00008597095,0.0021930118,0.000060272694,0.000014824508,0.0001737002,0.00012566474,0.0030526253,0.98949045,0.000026619911,0.000029190423,0.004455786],"study_design_scores_gemma":[0.0000149985535,0.0062253755,0.027839297,0.000018748926,0.000047801823,0.0003528641,0.00023139924,0.008065458,0.95638186,0.000021600492,0.0007797267,0.000020852065],"about_ca_topic_score_codex":0.0007221864,"about_ca_topic_score_gemma":0.0022639313,"teacher_disagreement_score":0.0015027305,"about_ca_system_score_codex":0.00014183702,"about_ca_system_score_gemma":0.00015151247,"threshold_uncertainty_score":0.0050271153},"labels":[],"label_agreement":null},{"id":"W4399389352","doi":"10.1016/j.engfracmech.2024.110196","title":"Mixed mode fracture properties of interface for composite MPC and cement concrete specimen with asymmetric semicircular bending beam","year":2024,"lang":"en","type":"article","venue":"Engineering Fracture Mechanics","topic":"Innovative concrete reinforcement 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":"Fundamental Research Funds for the Central Universities; China Scholarship Council; National University's Basic Research Foundation of China; Dalian University of Technology; National Natural Science Foundation of China","keywords":"Materials science; Composite material; Composite number; Beam (structure); Bending; Fracture (geology); Mixed mode; Structural engineering; Cement; Engineering","score_opus":0.010919271915518365,"score_gpt":0.20482697986625595,"score_spread":0.19390770795073758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399389352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99586666,0.000100885736,0.002529559,0.000012210824,0.000009022822,0.0000069708544,0.0001784463,0.0000860507,0.0012102022],"genre_scores_gemma":[0.99770737,0.000025281888,0.00058474526,0.000006706249,0.0000022651784,0.000006872254,0.00013275736,0.000015662858,0.001518302],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996724,0.000014495673,0.00001260402,0.000058533893,0.00018627099,0.00005567857],"domain_scores_gemma":[0.9993749,0.00013654701,0.00008500839,0.00005144105,0.00028888704,0.00006313866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003221735,0.0003546341,0.00026517693,0.000624083,0.00032639003,0.00025099504,0.0005380666,0.0006915442,0.0055076024],"category_scores_gemma":[0.000658699,0.00027884805,0.00029660764,0.00030901906,0.00043592698,0.0003708035,0.00024608008,0.00044718452,0.00050047995],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000910899,0.00006387223,0.005085861,0.00009219054,0.000016974629,0.00032163423,0.00021432183,0.0036312505,0.98130256,0.00041084248,0.00031725896,0.007632332],"study_design_scores_gemma":[0.000029617153,0.0010434375,0.12256117,0.000036643105,0.000057148918,0.0006082447,0.00076239195,0.044519234,0.8287032,0.00022897139,0.0014015681,0.000048362628],"about_ca_topic_score_codex":0.0022083258,"about_ca_topic_score_gemma":0.0034971316,"teacher_disagreement_score":0.0055076024,"about_ca_system_score_codex":0.00021920889,"about_ca_system_score_gemma":0.00019198662,"threshold_uncertainty_score":0.01842469},"labels":[],"label_agreement":null},{"id":"W4399920364","doi":"10.18280/rcma.340303","title":"The Influence of Heating Temperature on Aggregates Made from Expanded Polystyrene on the Mechanical Behaviors of Lightweight Concrete","year":2024,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Materials science; Polystyrene; Expanded polystyrene; Composite material; Polymer","score_opus":0.024316157582119306,"score_gpt":0.2570906713891758,"score_spread":0.2327745138070565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399920364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992735,0.00013404363,0.00026126648,0.0000054546686,0.0000042972365,0.0000029687276,0.00003625809,0.000007736826,0.00027448835],"genre_scores_gemma":[0.99948895,0.00007218654,0.00013884336,0.0000030060262,0.0000015007321,0.0000022135093,0.000031193867,0.0000044597305,0.00025756992],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998853,0.000015254724,0.00000774547,0.00002087698,0.00004408106,0.000026693],"domain_scores_gemma":[0.99969625,0.00012466764,0.00007168379,0.000023704273,0.00005393691,0.000029643708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013820031,0.00019883,0.00012018116,0.0001814648,0.00011164713,0.0001403572,0.00007590889,0.00012983891,0.0012338368],"category_scores_gemma":[0.00034315666,0.00014288347,0.00020852909,0.00013128493,0.00022821013,0.00013904032,0.00009823589,0.0002706089,0.00018616239],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035232565,0.00003472173,0.0023644462,0.000043564225,0.000010814063,0.000074876516,0.00008367573,0.0011083543,0.9938997,0.00002808362,0.00002560581,0.0019738504],"study_design_scores_gemma":[0.0000035612234,0.0005420242,0.029133651,0.0000050240415,0.000016401198,0.000053196116,0.000060380182,0.0017231344,0.9682059,0.000015162816,0.00023338887,0.0000081037415],"about_ca_topic_score_codex":0.0006271065,"about_ca_topic_score_gemma":0.0014469314,"teacher_disagreement_score":0.0012338368,"about_ca_system_score_codex":0.00014802805,"about_ca_system_score_gemma":0.00008436763,"threshold_uncertainty_score":0.0041276217},"labels":[],"label_agreement":null},{"id":"W4400234967","doi":"10.11159/iccste24.217","title":"Experimental Investigation Of Mechanical Performance Of Rubberized Fiber Reinforced Concrete Made Of Recycled Plastics","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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; Fiber; Structural engineering; Engineering","score_opus":0.0150340609137807,"score_gpt":0.22021948856530077,"score_spread":0.20518542765152006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400234967","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990386,0.00011038896,0.00039586017,0.000005125323,0.00000455442,0.000010611635,0.000113515285,0.000009966617,0.0003113802],"genre_scores_gemma":[0.9978289,0.00020404391,0.001063264,0.0000060206903,0.0000042154306,0.000017783565,0.00013239028,0.000007403281,0.00073596154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995284,0.0000617815,0.000031011223,0.00008712487,0.00021307087,0.00007865337],"domain_scores_gemma":[0.9994923,0.00015165216,0.00012359371,0.00006501555,0.00012610844,0.000041439074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045119555,0.00052542455,0.00036862164,0.00031923706,0.0002979755,0.00017500094,0.00037641518,0.0005329248,0.0014802854],"category_scores_gemma":[0.00044756048,0.00022055105,0.0003357473,0.00023003358,0.00031970764,0.00034861092,0.00023690953,0.00039876826,0.00023497558],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025098879,0.00022814483,0.0009242193,0.00009145295,0.000011769728,0.000076672986,0.0000644903,0.0013933219,0.99570125,0.000028325836,0.000012621525,0.0012167091],"study_design_scores_gemma":[0.000017641712,0.0045003877,0.0071243155,0.000009050561,0.000025951282,0.00006419691,0.00006228495,0.0016363367,0.98605573,0.000017143771,0.0004736417,0.000013374369],"about_ca_topic_score_codex":0.00067181065,"about_ca_topic_score_gemma":0.0012766204,"teacher_disagreement_score":0.0014802854,"about_ca_system_score_codex":0.00016831346,"about_ca_system_score_gemma":0.00016748338,"threshold_uncertainty_score":0.0049520135},"labels":[],"label_agreement":null},{"id":"W4400234987","doi":"10.11159/iccste24.235","title":"Experimental Investigation of Cement Mortar Incorporating Stone Powder and Admixtures","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Mortar; Materials science; Cement; Composite material","score_opus":0.01639607967742578,"score_gpt":0.2332044474464426,"score_spread":0.2168083677690168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400234987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998317,0.00009148969,0.00082642067,0.000008599486,0.000009222708,0.000019937526,0.00006979125,0.000025526568,0.0006320081],"genre_scores_gemma":[0.99803895,0.00008647526,0.000698239,0.0000072070097,0.000005030071,0.00001028372,0.000052468302,0.000014019109,0.001087375],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950016,0.00006896658,0.000033701337,0.00010047409,0.00018981688,0.00010689722],"domain_scores_gemma":[0.9991253,0.00036585217,0.00013503138,0.000121976955,0.00020637774,0.00004539397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060234754,0.00053487736,0.0005338813,0.00038254765,0.0006157934,0.00031885167,0.00068674714,0.0007902277,0.002975461],"category_scores_gemma":[0.0010044709,0.0003445658,0.0004099862,0.00039676236,0.0007134941,0.0005025953,0.00027609864,0.0005785032,0.00044762893],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012043628,0.00039095888,0.00064697117,0.00006650064,0.000011320487,0.00008608983,0.00009386093,0.0005915482,0.99541724,0.00011291628,0.000025963884,0.0013523722],"study_design_scores_gemma":[0.000034062126,0.0023586433,0.0026930156,0.000003512111,0.000030101808,0.000050874347,0.0000645098,0.0011829549,0.9931908,0.000015944745,0.00036818968,0.0000073413235],"about_ca_topic_score_codex":0.0015539636,"about_ca_topic_score_gemma":0.0018140656,"teacher_disagreement_score":0.002975461,"about_ca_system_score_codex":0.00034785998,"about_ca_system_score_gemma":0.000288166,"threshold_uncertainty_score":0.009953916},"labels":[],"label_agreement":null},{"id":"W4400234994","doi":"10.11159/iccste24.183","title":"Effect of Temperature on Basalt Fiber Reinforced Polymer Bars in Moist Geopolymer Concrete","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"United Arab Emirates University","keywords":"Basalt fiber; Materials science; Geopolymer cement; Composite material; Geopolymer; Basalt; Fiber; Geology; Compressive strength; Geochemistry","score_opus":0.006451666908466812,"score_gpt":0.21921897993855363,"score_spread":0.2127673130300868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400234994","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978108,0.000973763,0.0005573775,0.000018883531,0.000026376287,0.000010011032,0.00007399416,0.000017617662,0.00051119697],"genre_scores_gemma":[0.9988086,0.00033959112,0.0003915191,0.0000126843115,0.0000065789836,0.0000058262785,0.00003972406,0.0000098391,0.00038570436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996333,0.00005095951,0.000027638143,0.000089533496,0.00013520753,0.00006326145],"domain_scores_gemma":[0.99936515,0.00015699024,0.00023470916,0.00003934282,0.00014998754,0.000053871194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023874556,0.00036586093,0.00041969153,0.00019092474,0.00019681855,0.00040031123,0.00020587527,0.00034297042,0.0013528926],"category_scores_gemma":[0.0005294414,0.00023942604,0.00040835285,0.0001804518,0.00031703935,0.00046260073,0.00018079314,0.00037481633,0.00031913057],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00079090206,0.0000947424,0.0023761436,0.0001865623,0.000027797132,0.00017606167,0.000093266164,0.0011043989,0.9924906,0.00003088445,0.00003656196,0.0025919515],"study_design_scores_gemma":[0.000008260443,0.0014071461,0.01692966,0.000016796093,0.00006174228,0.00009107356,0.00014844336,0.0012830921,0.97953254,0.000019916735,0.00048267364,0.000018505647],"about_ca_topic_score_codex":0.0009196444,"about_ca_topic_score_gemma":0.0017695162,"teacher_disagreement_score":0.0013528926,"about_ca_system_score_codex":0.00026048577,"about_ca_system_score_gemma":0.00016852416,"threshold_uncertainty_score":0.0045259},"labels":[],"label_agreement":null},{"id":"W4400235052","doi":"10.11159/iccste24.119","title":"Compressive Strength and Packing Density in Conventional Concretes","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Compressive strength; Materials science; Composite material","score_opus":0.012786699956373363,"score_gpt":0.2248398175377532,"score_spread":0.21205311758137985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969914,0.00020203527,0.001248329,0.0000112590515,0.0000037573984,0.0000040630384,0.000051799394,0.000017116083,0.0014701387],"genre_scores_gemma":[0.9993806,0.000032128108,0.00014106567,0.0000020889888,0.0000019221297,0.0000013758146,0.00004226928,0.0000023216066,0.0003962622],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976295,0.000021443206,0.000010063742,0.000043773474,0.000120273275,0.000041601656],"domain_scores_gemma":[0.99883515,0.00057795446,0.00014976796,0.00005229796,0.00027226732,0.000112457004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035933254,0.00017778395,0.00019947735,0.0007958774,0.00019861003,0.000318783,0.00031384287,0.000309874,0.0016841464],"category_scores_gemma":[0.001211412,0.00029245685,0.00010611199,0.0004981969,0.00070678804,0.00043160687,0.00026058266,0.00027784175,0.00030639814],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002271459,0.00039761275,0.082111955,0.00013229746,0.00007751109,0.0005008076,0.0002887774,0.0921397,0.7860224,0.009154723,0.000575129,0.026327627],"study_design_scores_gemma":[0.00005170438,0.0008638263,0.3194539,0.000028599054,0.00006748547,0.00054342864,0.00035253222,0.25363213,0.42011005,0.0034882275,0.0013320602,0.000076037126],"about_ca_topic_score_codex":0.0045250324,"about_ca_topic_score_gemma":0.0068316995,"teacher_disagreement_score":0.0045250324,"about_ca_system_score_codex":0.00044529059,"about_ca_system_score_gemma":0.00028686557,"threshold_uncertainty_score":0.008997381},"labels":[],"label_agreement":null},{"id":"W4400235364","doi":"10.11159/iccste24.190","title":"Numerical Study on Flexural Response of Cement Mortars Fortified with Sustainable Graphene Derivative","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Khalifa University of Science, Technology and Research","keywords":"Mortar; Flexural strength; Graphene; Cement; Materials science; Derivative (finance); Composite material; Business; Nanotechnology","score_opus":0.015993987419761102,"score_gpt":0.24045577424185471,"score_spread":0.2244617868220936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9791095,0.00017273269,0.013983524,0.00012971238,0.000023222687,0.000032056414,0.0003801419,0.00015055327,0.006018534],"genre_scores_gemma":[0.9935841,0.000080861886,0.0044588237,0.00002175951,0.0000026767552,0.000021573795,0.00013924076,0.000018339744,0.0016726698],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999249,0.000012363134,0.000004155801,0.000014922418,0.000025287769,0.000018326218],"domain_scores_gemma":[0.99978286,0.00011124455,0.00003635772,0.000017513972,0.00003561797,0.000016435668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017806745,0.00040791012,0.00033588128,0.00049887813,0.00028351118,0.00045306908,0.0005408726,0.0011321764,0.0017944708],"category_scores_gemma":[0.0005359948,0.00022955156,0.00048432362,0.00029996704,0.000508797,0.0002826074,0.00028571236,0.00029680596,0.00018981168],"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":[0.000060842063,0.000049985305,0.0022192993,0.00006102534,0.000015921385,0.00018095736,0.00004369874,0.97951937,0.015291289,0.0004690549,0.00010740548,0.0019810905],"study_design_scores_gemma":[0.0000056270933,0.000042980504,0.00090389804,0.000005622823,0.000005800874,0.000022710126,0.000037736983,0.99664766,0.0020457017,0.0000931323,0.00018271182,0.0000063501284],"about_ca_topic_score_codex":0.0090515595,"about_ca_topic_score_gemma":0.007579059,"teacher_disagreement_score":0.0090515595,"about_ca_system_score_codex":0.0003779545,"about_ca_system_score_gemma":0.00038096437,"threshold_uncertainty_score":0.017997742},"labels":[],"label_agreement":null},{"id":"W4400248518","doi":"10.1016/j.engstruct.2024.118511","title":"Punching shear strength of fiber-reinforced polymer concrete slabs: Database-driven assessment of parameters and prediction models","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"Université de Sherbrooke","funders":"","keywords":"Punching; Materials science; Shear strength (soil); Structural engineering; Reinforced concrete; Shear (geology); Composite material; Fiber; Engineering; Geology","score_opus":0.010460724357697019,"score_gpt":0.23384737959067156,"score_spread":0.22338665523297455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400248518","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914336,0.000058885867,0.0065290057,0.000033039472,0.0000037592383,0.00002250421,0.00086301065,0.00019793933,0.0008581843],"genre_scores_gemma":[0.9968567,0.000028506456,0.0023620697,0.0000041642897,0.000001234512,0.0000138372825,0.0005369743,0.000014242107,0.00018232503],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996716,0.000073410745,0.00002201006,0.00007313647,0.00012742923,0.000032389675],"domain_scores_gemma":[0.99860567,0.0006467385,0.00014304322,0.00017329786,0.000380792,0.000050431874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014497843,0.0005752312,0.00051529886,0.0009957877,0.0002888922,0.0006909822,0.0012984799,0.0010599474,0.00076443155],"category_scores_gemma":[0.0023499876,0.00052642287,0.0005605804,0.00082392886,0.00028434576,0.0008556765,0.0003862528,0.00047917457,0.00028695748],"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":[0.00025914953,0.00017591364,0.014045719,0.000035360637,0.000030987532,0.000054608656,0.000029732291,0.9645564,0.007105802,0.00034213677,0.00019932029,0.013164893],"study_design_scores_gemma":[0.000008631559,0.000051542447,0.0062016584,0.0000021941385,0.000009326338,0.00000850373,0.000009969809,0.98917025,0.0044057784,0.00008038253,0.00004487863,0.000006934832],"about_ca_topic_score_codex":0.017980525,"about_ca_topic_score_gemma":0.017702239,"teacher_disagreement_score":0.017980525,"about_ca_system_score_codex":0.0012920143,"about_ca_system_score_gemma":0.00090054574,"threshold_uncertainty_score":0.0357517},"labels":[],"label_agreement":null},{"id":"W4400450394","doi":"10.2139/ssrn.4889983","title":"An Investigation into the Microstructural Evolution and Shrinkage Control in Internally Cured Mortars with Milkweed Fibres","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"","keywords":"Shrinkage; Mortar; Materials science; Composite material","score_opus":0.0037175938065776093,"score_gpt":0.21268614421866192,"score_spread":0.20896855041208431,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400450394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99819726,0.00017724904,0.0011606187,0.0000051747643,0.000003574023,0.000003163958,0.000026685575,0.000017005808,0.00040919773],"genre_scores_gemma":[0.9984309,0.00007151336,0.0004970759,0.0000024924004,0.0000018228861,0.0000026313398,0.000025530966,0.00001144767,0.0009566136],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999305,0.000004099971,0.0000025869099,0.000018282994,0.000027244647,0.000017236158],"domain_scores_gemma":[0.9998599,0.00003808447,0.00004148987,0.000015361404,0.000032802698,0.000012326342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012888969,0.0001507076,0.0001518473,0.00016236704,0.00016472739,0.00017231784,0.00015869143,0.00017232508,0.001089649],"category_scores_gemma":[0.00022449983,0.00013502315,0.00015397632,0.00010788021,0.00030472834,0.00018379053,0.00011187636,0.0002620184,0.00016058562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054716096,0.000006902591,0.00043359248,0.000014207001,0.0000019808,0.000021286738,0.00003817876,0.0002840623,0.9981725,0.000034342556,0.000008055038,0.00093016867],"study_design_scores_gemma":[0.000002322195,0.00015914011,0.013561395,0.0000030632082,0.000008867955,0.000041880176,0.000050711802,0.0021410629,0.98355055,0.00001696685,0.00045972408,0.000004301657],"about_ca_topic_score_codex":0.0008274569,"about_ca_topic_score_gemma":0.0016192233,"teacher_disagreement_score":0.001089649,"about_ca_system_score_codex":0.00014159459,"about_ca_system_score_gemma":0.00009633565,"threshold_uncertainty_score":0.0036453009},"labels":[],"label_agreement":null},{"id":"W4400468258","doi":"10.12982/cmjs.2024.063","title":"Properties of Cementitious Composite Reinforced with Recycled Pulp from Beverage Cartons","year":2024,"lang":"en","type":"article","venue":"Chiang Mai Journal of Science","topic":"Innovative concrete reinforcement 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":"Carton; Composite number; Pulp (tooth); Pulp and paper industry; Materials science; Waste management; Composite material; Dentistry; Engineering; Medicine","score_opus":0.011422743018877596,"score_gpt":0.20636417162778053,"score_spread":0.19494142860890293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400468258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986438,0.00049966056,0.0003684606,0.000005880481,0.000005215405,0.0000069957086,0.000043792832,0.000016684236,0.00040953016],"genre_scores_gemma":[0.99797755,0.00029451874,0.0008438566,0.000010676884,0.0000023593561,0.000006853992,0.00009661389,0.0000124535045,0.0007551488],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997961,0.000017057851,0.000014838434,0.000030024385,0.00011694496,0.000025116498],"domain_scores_gemma":[0.99973375,0.000044392615,0.00007759255,0.000014433822,0.00008952191,0.00004028959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023017774,0.00038141385,0.00022462315,0.0005729759,0.00019480515,0.00018510729,0.00013906935,0.0002548849,0.0010441989],"category_scores_gemma":[0.00034555185,0.000182384,0.00022053423,0.00026014503,0.00017202366,0.00027989538,0.0001467381,0.00032457075,0.00013779134],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071573544,0.000011357189,0.0004858834,0.00006862056,0.0000057055922,0.00005405288,0.000030973188,0.00015084082,0.9976801,0.000011777395,0.000008133346,0.0014210045],"study_design_scores_gemma":[0.0000035631624,0.00044974883,0.016564352,0.000009003421,0.000032782296,0.00011363826,0.000059446502,0.00054311386,0.9814917,0.0000098340415,0.0007093305,0.000013592038],"about_ca_topic_score_codex":0.0014114899,"about_ca_topic_score_gemma":0.0055066594,"teacher_disagreement_score":0.0014114899,"about_ca_system_score_codex":0.00014650865,"about_ca_system_score_gemma":0.00015721456,"threshold_uncertainty_score":0.0034931302},"labels":[],"label_agreement":null},{"id":"W4400663915","doi":"10.1080/13467581.2024.2379494","title":"The impact of utilizing waste tires and plastic on concrete pavement performance and environmental benefits","year":2024,"lang":"en","type":"article","venue":"Journal of Asian Architecture and Building Engineering","topic":"Innovative concrete reinforcement 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":"Dalhousie University","funders":"","keywords":"Portland cement; Plastic waste; Environmental impact assessment; Cracking; Environmental science; Waste management; Civil engineering; Engineering; Cement; Materials science; Composite material","score_opus":0.005038224536898697,"score_gpt":0.2011427088673202,"score_spread":0.1961044843304215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400663915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99664104,0.000209068,0.0011585545,0.000008830822,0.000004162968,0.0000121975445,0.00013115673,0.000027151138,0.0018079263],"genre_scores_gemma":[0.99761534,0.00017312102,0.0014863438,0.0000032949397,0.0000013037824,0.000006793124,0.000071879105,0.000013695308,0.00062819186],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991861,0.00014974832,0.00003981915,0.00008202791,0.00042073193,0.00012168693],"domain_scores_gemma":[0.9993994,0.00020062838,0.0001421514,0.0000601316,0.00015108204,0.000046623678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006652016,0.000676612,0.00029135784,0.0008168786,0.0002808601,0.0007107794,0.00024455972,0.0004614611,0.0018548507],"category_scores_gemma":[0.0007715226,0.00016225406,0.0004087209,0.00063941686,0.00026048603,0.00046870543,0.0005291551,0.0003261832,0.00033677346],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00094673864,0.00039989685,0.0345924,0.00056565617,0.00015222862,0.0004995423,0.00014208941,0.0414958,0.86166,0.00038653778,0.00014450247,0.05901461],"study_design_scores_gemma":[0.000012110396,0.0041505117,0.10720491,0.000041754356,0.00034684892,0.00046090523,0.0005455349,0.015425007,0.86828923,0.00028380644,0.003185028,0.000054414548],"about_ca_topic_score_codex":0.0015395561,"about_ca_topic_score_gemma":0.0056245974,"teacher_disagreement_score":0.0018548507,"about_ca_system_score_codex":0.00034798597,"about_ca_system_score_gemma":0.00031935732,"threshold_uncertainty_score":0.0062050223},"labels":[],"label_agreement":null},{"id":"W4400899263","doi":"10.1051/e3sconf/202455201111","title":"Compressive Strength Prediction Model of High Strength Concrete by Destructive and Nondestructive Technique","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Innovative concrete reinforcement 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":"Horizon College and Seminary","funders":"","keywords":"Compressive strength; Nondestructive testing; Materials science; Composite material; Structural engineering; Engineering; Physics","score_opus":0.010215928571017219,"score_gpt":0.22172792459142604,"score_spread":0.21151199602040882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400899263","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":[0.1937378,0.00073762896,0.78576386,0.0002857832,0.00007881052,0.00018722398,0.0004444295,0.0013495119,0.017414989],"genre_scores_gemma":[0.9636962,0.0004143704,0.022649914,0.000039774266,0.00002200309,0.00024725427,0.00027434324,0.00004268878,0.01261346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997298,0.000031880045,0.000013902835,0.000089257985,0.00010025862,0.000034895605],"domain_scores_gemma":[0.9997365,0.000089206995,0.000039208222,0.000011309469,0.00011113463,0.000012620403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004475628,0.0006894519,0.0004637542,0.0005479969,0.00029535167,0.0005458726,0.0012823085,0.001029774,0.0030026897],"category_scores_gemma":[0.00061437767,0.00043454266,0.0007870679,0.0003658257,0.0002809233,0.00055312173,0.00030692355,0.00074987725,0.0009356581],"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":[0.000038125116,0.000059506954,0.0019354,0.000059944738,0.000016535394,0.00009268375,0.000045484114,0.97461534,0.0050954563,0.0014440967,0.0004689078,0.01612861],"study_design_scores_gemma":[0.0000020514249,0.0000141201,0.00036805094,0.000002519232,0.0000035971468,0.000013438179,0.0000026120854,0.9988833,0.00040978816,0.00015023438,0.0001468651,0.0000034402406],"about_ca_topic_score_codex":0.023294535,"about_ca_topic_score_gemma":0.015372982,"teacher_disagreement_score":0.023294535,"about_ca_system_score_codex":0.000801514,"about_ca_system_score_gemma":0.0010749906,"threshold_uncertainty_score":0.046317875},"labels":[],"label_agreement":null},{"id":"W4401559853","doi":"10.1016/j.cscm.2024.e03642","title":"RETRACTED: A study on the mechanical performance, shrinkage and morphology of high-performance fiber reinforced concrete with varying SCMs and geometry of steel fibers","year":2024,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":5,"is_retracted":true,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Horizon College and Seminary","funders":"King Saud University","keywords":"Shrinkage; Materials science; Composite material; Fiber; Morphology (biology); Fiber-reinforced concrete; Structural engineering; Engineering; Geology","score_opus":0.02132195145735266,"score_gpt":0.2542864237813875,"score_spread":0.23296447232403483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401559853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99357575,0.0008277179,0.0016046419,0.00025375542,0.000428812,0.000051389346,0.0001766577,0.00003206376,0.0030493024],"genre_scores_gemma":[0.9741247,0.0009732215,0.0027650462,0.0002583127,0.00012403782,0.00004181642,0.00029002663,0.000088180066,0.021334553],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898416,0.00009550225,0.00008501796,0.00019773601,0.00057491066,0.00006256987],"domain_scores_gemma":[0.9969699,0.00050510716,0.00041053194,0.0003335466,0.001540719,0.0002402872],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0018578325,0.00048165224,0.00037423774,0.000809347,0.00094421284,0.000881607,0.00096000667,0.0015023084,0.0056096055],"category_scores_gemma":[0.0040355697,0.00025944997,0.0005566958,0.0005422033,0.0008948237,0.0011728113,0.0007406997,0.0010385796,0.0019656986],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017869533,0.0021175572,0.09175461,0.0018281324,0.00016677463,0.012207613,0.014428057,0.0035074658,0.58292544,0.0015155077,0.013466448,0.27429545],"study_design_scores_gemma":[0.00006191407,0.008808359,0.4301519,0.00044641484,0.00030318522,0.01028918,0.01629882,0.0065963725,0.4392301,0.0013367384,0.08619822,0.00027892584],"about_ca_topic_score_codex":0.0017683972,"about_ca_topic_score_gemma":0.0024776398,"teacher_disagreement_score":0.99849766,"about_ca_system_score_codex":0.00040626238,"about_ca_system_score_gemma":0.0005552979,"threshold_uncertainty_score":0.018765986},"labels":[],"label_agreement":null},{"id":"W4401732675","doi":"10.1016/j.conbuildmat.2024.137855","title":"Pull-out behavior of twin-twisted steel fibers from various strength cement-based matrices","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"McMaster University","funders":"Shahrood University of Technology","keywords":"Materials science; Cement; Composite material; Structural engineering; Engineering","score_opus":0.011790391816121043,"score_gpt":0.2381911852185745,"score_spread":0.22640079340245345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401732675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868816,0.00012321958,0.00039355483,0.0000090402,0.000009603843,0.0000038666763,0.00007840085,0.000011686522,0.0006824533],"genre_scores_gemma":[0.99791414,0.00012597995,0.00049248507,0.0000068355803,0.0000048228244,0.0000046221335,0.000116920906,0.000011369964,0.0013227729],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998049,0.000019514528,0.000011559063,0.00003907842,0.000065809414,0.00005922167],"domain_scores_gemma":[0.99951386,0.00018195908,0.00010692866,0.000025148664,0.00009624052,0.00007589351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030284634,0.00048693328,0.00013713478,0.00031526852,0.00022962884,0.00017901909,0.00015619444,0.00027169674,0.002756744],"category_scores_gemma":[0.0004868268,0.0001695431,0.00022447265,0.0002401448,0.00024704367,0.0004136409,0.00016314376,0.0003937206,0.00031903383],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021232499,0.000022366556,0.00040429193,0.00003340524,0.000006539845,0.00005668188,0.00008255687,0.00037631232,0.99760276,0.000066695415,0.000032790253,0.0011032297],"study_design_scores_gemma":[0.0000051138236,0.0002775003,0.003593548,0.0000049234486,0.0000112220105,0.0000246149,0.0000811093,0.0015641489,0.99413234,0.000014543109,0.00028164673,0.000009287496],"about_ca_topic_score_codex":0.0013724334,"about_ca_topic_score_gemma":0.0030621558,"teacher_disagreement_score":0.002756744,"about_ca_system_score_codex":0.00017106204,"about_ca_system_score_gemma":0.00017990702,"threshold_uncertainty_score":0.009222209},"labels":[],"label_agreement":null},{"id":"W4401858163","doi":"10.1016/j.conbuildmat.2024.138033","title":"Seepage-stress coupling characteristics of initial damaged glass fiber reinforced concrete under different loading conditions","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"Natural Science Foundation of Anhui Province; Anhui University of Science and Technology; Southeast University; National Natural Science Foundation of China; Chunhui Project Foundation of the Education Department of China; State Key Laboratory of High Performance Civil Engineering Materials; Ministry of Education of the People's Republic of China; Jiangsu Key Laboratory of Construction Materials; Anhui Provincial Department of Housing and Urban-Rural Development","keywords":"Materials science; Composite material; Stress (linguistics); Glass fiber; Coupling (piping); Reinforced concrete; Fiber; Structural engineering; Engineering","score_opus":0.013038319225047813,"score_gpt":0.2645509330122661,"score_spread":0.2515126137872183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401858163","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986513,0.000041878968,0.00046082618,0.0000068696368,0.0000047838253,0.0000055186397,0.000120446304,0.000030500652,0.0006778485],"genre_scores_gemma":[0.9989843,0.00003449464,0.00010454238,0.0000058975625,0.0000021025598,0.000003957092,0.00012187545,0.000008386268,0.0007344589],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999731,0.000023476921,0.000015707981,0.000048830065,0.00011757687,0.00006332461],"domain_scores_gemma":[0.9992606,0.0001958811,0.00016377892,0.000042225525,0.0002168593,0.00012072846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025019606,0.00035701095,0.00027878294,0.00075339916,0.00027249916,0.00021013159,0.00022730265,0.00052437914,0.003409216],"category_scores_gemma":[0.00048805898,0.00028299674,0.00028527903,0.0006015234,0.0005192779,0.00037224093,0.00020052293,0.0003937848,0.00031775105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017916919,0.00021299219,0.011700727,0.00012837596,0.000037625123,0.00092931406,0.0007953296,0.010854783,0.9648205,0.0002312101,0.00028872502,0.008208664],"study_design_scores_gemma":[0.000028818537,0.001496041,0.31428775,0.000026419762,0.00008111446,0.00046411753,0.0009951934,0.028578328,0.6530362,0.00015670212,0.000772028,0.00007734329],"about_ca_topic_score_codex":0.0023755943,"about_ca_topic_score_gemma":0.0032057639,"teacher_disagreement_score":0.003409216,"about_ca_system_score_codex":0.00021780343,"about_ca_system_score_gemma":0.00018064203,"threshold_uncertainty_score":0.011404932},"labels":[],"label_agreement":null},{"id":"W4402055574","doi":"10.18280/acsm.480415","title":"Effect of Adding Redispersible Polymer Powder to Cementitious Tile Adhesive: A Literature Review","year":2024,"lang":"en","type":"review","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Tile; Cementitious; Shrinkage; Materials science; Ceramic; Grout; Adhesive; Cement; Composite material; Layer (electronics)","score_opus":0.024992745451439615,"score_gpt":0.3382421348511934,"score_spread":0.31324938939975383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402055574","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":[0.0015740511,0.99771845,0.00009064734,0.00006588323,0.0000768742,0.000017672164,0.000041111627,0.0000043957875,0.00041087976],"genre_scores_gemma":[0.004599186,0.99461126,0.0002403822,0.00010379372,0.000055353637,0.000014003615,0.000028444876,0.0000016473616,0.00034600182],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99972075,0.00004125047,0.000072394214,0.00006523079,0.00007947393,0.000020973035],"domain_scores_gemma":[0.9991086,0.0005134493,0.00021411593,0.00001619851,0.000120331264,0.000027336566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007414861,0.0010565157,0.0018719754,0.002883312,0.00023354185,0.000755779,0.00090001523,0.0008818162,0.0033271904],"category_scores_gemma":[0.0011787411,0.0004951755,0.0011649634,0.0024690432,0.00039801458,0.00093014416,0.00041712009,0.0006847594,0.00045919756],"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":[0.0006467737,0.00036404657,0.00047753865,0.36173147,0.0010981524,0.00045644777,0.0002492907,0.00036604208,0.022349115,0.00086036016,0.0054918854,0.6059089],"study_design_scores_gemma":[0.00038231094,0.004258228,0.010735293,0.08077172,0.02534367,0.0032179905,0.0010376918,0.00043558076,0.050159644,0.00089064246,0.8225531,0.00021409018],"about_ca_topic_score_codex":0.0012586867,"about_ca_topic_score_gemma":0.0038289735,"teacher_disagreement_score":0.0033271904,"about_ca_system_score_codex":0.00027676122,"about_ca_system_score_gemma":0.0012461963,"threshold_uncertainty_score":0.011130571},"labels":[],"label_agreement":null},{"id":"W4402372714","doi":"10.3390/buildings14092824","title":"Shear Behavior of High-Strength and Lightweight Cementitious Composites Containing Hollow Glass Microspheres and Carbon Nanotubes","year":2024,"lang":"en","type":"article","venue":"Buildings","topic":"Innovative concrete reinforcement 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 Toronto","funders":"Korea Agency for Infrastructure Technology Advancement; Ministry of Land, Infrastructure and Transport; Kyungpook National University","keywords":"Materials science; Composite material; Carbon nanotube; Glass microsphere; Shear (geology); Microsphere; Cementitious; Cement","score_opus":0.006136619597844282,"score_gpt":0.21155513165849743,"score_spread":0.20541851206065315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402372714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985268,0.00026578413,0.0009640362,0.0000076141264,0.00000786506,0.0000056585327,0.0000432307,0.000010872928,0.00016806861],"genre_scores_gemma":[0.99778277,0.0002007316,0.0015355654,0.000013352806,0.0000034477196,0.000009264358,0.000072194845,0.000006198525,0.00037641558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980646,0.000016784476,0.000015170988,0.00003570642,0.000094899464,0.000031024345],"domain_scores_gemma":[0.9997002,0.000052295705,0.0001124633,0.000013946085,0.00008729839,0.000033752895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035816425,0.000328861,0.0001619715,0.00031339886,0.00014252994,0.00014433073,0.000098418444,0.0002576163,0.00056905893],"category_scores_gemma":[0.00024909354,0.00018761217,0.00028190797,0.00014786751,0.00020374941,0.00029013678,0.0001280138,0.0002298777,0.00012850987],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028430435,0.0000041327576,0.00052241574,0.00001585832,0.000004000654,0.000016588341,0.000011510665,0.00014399443,0.998796,0.000018862524,0.0000058334876,0.00043230105],"study_design_scores_gemma":[0.000004191024,0.0003144949,0.009421513,0.0000043898985,0.000015922686,0.000043523123,0.000031211162,0.0011344795,0.9886524,0.000013473684,0.0003552066,0.000009120907],"about_ca_topic_score_codex":0.0011303998,"about_ca_topic_score_gemma":0.003468142,"teacher_disagreement_score":0.0011303998,"about_ca_system_score_codex":0.00023159674,"about_ca_system_score_gemma":0.00017797017,"threshold_uncertainty_score":0.0022476315},"labels":[],"label_agreement":null},{"id":"W4402465124","doi":"10.1007/978-3-031-70145-0_15","title":"Evaluation of BFRP Macro Fibre as Reinforcement for Energy-Efficient Manufacturing of Precast Concrete with Enhanced Mechanical Properties","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Precast concrete; Macro; Reinforcement; Materials science; Composite material; Structural engineering; Computer science; Engineering","score_opus":0.027736687307370944,"score_gpt":0.23091009571552473,"score_spread":0.2031734084081538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402465124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98729986,0.001686057,0.0039390144,0.00002783293,0.000023236375,0.00005585158,0.00014468047,0.00007378402,0.006749704],"genre_scores_gemma":[0.9840279,0.0007823749,0.006873818,0.000012054714,0.00000428297,0.000023734887,0.0001438,0.000027068996,0.008104835],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999746,0.000025745794,0.0000071489876,0.00003468783,0.00014933778,0.000037002028],"domain_scores_gemma":[0.9998919,0.00002012863,0.000022477823,0.000010268529,0.000041140564,0.0000140846505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002859184,0.00027308566,0.00018610506,0.00023526455,0.00018723671,0.0002410599,0.00026079963,0.0003469639,0.0016189897],"category_scores_gemma":[0.00022089029,0.00010227937,0.00025390813,0.00021971443,0.00015655886,0.000287415,0.00017912069,0.00020927262,0.00032131767],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015546572,0.00007923452,0.00016525251,0.000080187405,0.000004653435,0.000052886877,0.000026658707,0.0016789201,0.98898673,0.0001542697,0.0000719125,0.008543829],"study_design_scores_gemma":[0.000006123233,0.00087525474,0.0022646384,0.000008050334,0.000010763738,0.00005521031,0.000025390118,0.0023655398,0.9923993,0.00003085017,0.0019529563,0.0000059241647],"about_ca_topic_score_codex":0.0013391847,"about_ca_topic_score_gemma":0.0041996306,"teacher_disagreement_score":0.0016189897,"about_ca_system_score_codex":0.0004154708,"about_ca_system_score_gemma":0.00023592045,"threshold_uncertainty_score":0.0054160357},"labels":[],"label_agreement":null},{"id":"W4402534752","doi":"10.1007/978-3-031-61511-5_20","title":"Thermal Properties of Ultra-High-Performance Concrete: A Review","year":2024,"lang":"en","type":"review","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Concordia University","funders":"","keywords":"Materials science; Thermal; Composite material; Environmental science; Engineering physics; Engineering; Geography; Meteorology","score_opus":0.021060110398130275,"score_gpt":0.24257249836608938,"score_spread":0.2215123879679591,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402534752","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":[0.00029445038,0.9991398,0.00011850454,0.000060745246,0.0000985127,0.000003698056,0.000025990617,0.0000043474624,0.00025388534],"genre_scores_gemma":[0.0010984321,0.99826103,0.0001830816,0.000075331336,0.0001087816,0.0000044713693,0.000039699815,0.0000014042188,0.00022774837],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99970275,0.000025999134,0.000060035,0.00006736817,0.00011674394,0.000027039749],"domain_scores_gemma":[0.9993487,0.00025529505,0.00015360805,0.000019111718,0.00018166879,0.000041675496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008453071,0.0012558049,0.0020724798,0.002344981,0.00018755441,0.0009013973,0.0010439646,0.00093064894,0.0017671804],"category_scores_gemma":[0.0008003596,0.00064197445,0.0007925894,0.0028020658,0.00044460894,0.0016182762,0.0007288435,0.0011104172,0.0010949695],"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":[0.00017433394,0.00018689803,0.0005492437,0.066543505,0.00034897742,0.00021074602,0.00007197438,0.0011153537,0.010907912,0.001595379,0.019047182,0.89924836],"study_design_scores_gemma":[0.000057579346,0.000518182,0.004076653,0.008910269,0.0010581674,0.0014926565,0.00015321726,0.0005133147,0.007865719,0.0013506736,0.9738898,0.00011374224],"about_ca_topic_score_codex":0.0010483959,"about_ca_topic_score_gemma":0.002059405,"teacher_disagreement_score":0.002344981,"about_ca_system_score_codex":0.00037067305,"about_ca_system_score_gemma":0.0010467601,"threshold_uncertainty_score":0.005911827},"labels":[],"label_agreement":null},{"id":"W4402672750","doi":"10.2139/ssrn.4962989","title":"Comparative Studies on Interfacial Bond Performance of Ultrahigh Performance Concrete (Uhpc) for Sustainable Repair of Bridges and Pavements","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovative concrete reinforcement 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":"Bond; Materials science; Composite material; Forensic engineering; Structural engineering; Engineering; Civil engineering; Business","score_opus":0.02108364670797446,"score_gpt":0.2810485520240241,"score_spread":0.25996490531604965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402672750","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977975,0.0006743921,0.00057608227,0.0000052427276,0.0000046874206,0.000006153483,0.00006422474,0.0000074624054,0.00086433435],"genre_scores_gemma":[0.9981071,0.00036652913,0.00029398277,0.0000027709725,0.0000027105211,0.0000031817294,0.00008985468,0.0000069739813,0.0011269237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958867,0.000058503098,0.000021852504,0.00007020439,0.00019486719,0.00006601051],"domain_scores_gemma":[0.99930453,0.00012960972,0.00009655892,0.000049249742,0.0003472046,0.000072689494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006605368,0.00037966896,0.00035365432,0.00072797615,0.0003675333,0.00046906387,0.00035862462,0.00047134102,0.002763728],"category_scores_gemma":[0.000730131,0.00014881251,0.00036272267,0.0006438019,0.0002386161,0.00047994574,0.00037154,0.0004435972,0.0004631057],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008309552,0.0002153384,0.009233047,0.00022097437,0.000051669536,0.00015711701,0.00032721306,0.004431814,0.9670068,0.000376815,0.00009782318,0.017050551],"study_design_scores_gemma":[0.0000100748775,0.002062918,0.03317496,0.000017668292,0.00012404249,0.00012311943,0.00045771693,0.0044015017,0.95782626,0.00007349554,0.0017147878,0.000013535694],"about_ca_topic_score_codex":0.0013663254,"about_ca_topic_score_gemma":0.0021040307,"teacher_disagreement_score":0.002763728,"about_ca_system_score_codex":0.0003029474,"about_ca_system_score_gemma":0.00022360476,"threshold_uncertainty_score":0.0092455745},"labels":[],"label_agreement":null},{"id":"W4402827079","doi":"10.1007/978-3-031-61531-3_19","title":"Flexural and Serviceability Behavior of Steel, GFRP, and Steel-GFRP Hybrid Reinforced Beams","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Concordia University","funders":"","keywords":"Serviceability (structure); Fibre-reinforced plastic; Structural engineering; Materials science; Flexural strength; Composite material; Engineering","score_opus":0.009030795349722735,"score_gpt":0.20793323157376198,"score_spread":0.19890243622403925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402827079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9848081,0.00036661726,0.004441958,0.000027654,0.0000073608708,0.0000056103163,0.0003043413,0.000078287085,0.009960024],"genre_scores_gemma":[0.99210185,0.00013075712,0.00072749716,0.0000044970166,0.0000026290045,0.000005029503,0.0002255769,0.000014121634,0.006787923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999399,0.0000047091835,0.0000014881888,0.000008699063,0.00003322556,0.0000119609285],"domain_scores_gemma":[0.99988127,0.000044619086,0.000018538694,0.00001229914,0.00003027942,0.000012948303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011827257,0.00020263752,0.000098200486,0.00044863773,0.00013423031,0.00010845669,0.00034737645,0.00019550795,0.0035139404],"category_scores_gemma":[0.00023583298,0.00012830674,0.00017473167,0.00024614975,0.00018951039,0.0002312133,0.00013034031,0.00016999278,0.00048655493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043925273,0.00008906514,0.006248485,0.00005747545,0.00002060953,0.00026501133,0.00014849578,0.07168254,0.86029136,0.003638753,0.0007564259,0.056362543],"study_design_scores_gemma":[0.000030660816,0.0011824766,0.13937624,0.00003635493,0.0000434514,0.0006469817,0.00033656883,0.31809765,0.5300727,0.0050977315,0.005021264,0.000057920035],"about_ca_topic_score_codex":0.0016749207,"about_ca_topic_score_gemma":0.003572739,"teacher_disagreement_score":0.0035139404,"about_ca_system_score_codex":0.0001962934,"about_ca_system_score_gemma":0.00010421015,"threshold_uncertainty_score":0.011755288},"labels":[],"label_agreement":null},{"id":"W4402924976","doi":"10.3390/infrastructures9100171","title":"Performance of Bond between Old and New Concrete Layers: The Effective Factors, Durability and Measurement Tests—A Review","year":2024,"lang":"en","type":"article","venue":"Infrastructures","topic":"Innovative concrete reinforcement 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":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Durability; Bond; Forensic engineering; Reliability engineering; Materials science; Composite material; Engineering; Business","score_opus":0.019951633849713532,"score_gpt":0.24132665261452899,"score_spread":0.22137501876481547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402924976","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":[0.0016675309,0.9961325,0.00091273995,0.000069622736,0.00008496223,0.00001935807,0.00005721736,0.0000120541035,0.0010440572],"genre_scores_gemma":[0.008207703,0.98936415,0.0014450427,0.00006202759,0.00013573651,0.00002670731,0.00011643035,0.000008339511,0.00063383393],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979631,0.0002791001,0.0003718527,0.00045821065,0.0008470518,0.00008073784],"domain_scores_gemma":[0.9960538,0.0022542577,0.0006870106,0.00010062639,0.0008315093,0.0000727183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024089622,0.0018848734,0.0026792856,0.0058169584,0.00038354198,0.0017053296,0.0020798906,0.0015576191,0.0019387621],"category_scores_gemma":[0.0029681285,0.0008809461,0.0012352226,0.0054260297,0.0012253532,0.0028294916,0.00074201834,0.00092514773,0.0012597673],"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":[0.00015813003,0.0004228385,0.0025813861,0.06366215,0.0002354327,0.0001975365,0.00024552466,0.0019068259,0.011501085,0.0028672116,0.0058525563,0.9103694],"study_design_scores_gemma":[0.000026271384,0.001687996,0.016625596,0.018468985,0.0016789892,0.003890578,0.001005451,0.0021351227,0.044729207,0.0032030747,0.90625364,0.00029510836],"about_ca_topic_score_codex":0.002479598,"about_ca_topic_score_gemma":0.0024108766,"teacher_disagreement_score":0.0058169584,"about_ca_system_score_codex":0.0008228128,"about_ca_system_score_gemma":0.0015634543,"threshold_uncertainty_score":0.012739956},"labels":[],"label_agreement":null},{"id":"W4403613156","doi":"10.32604/cmes.2024.055743","title":"Shear Deformation of DLC Based on Molecular Dynamics Simulation and Machine Learning","year":2024,"lang":"en","type":"article","venue":"Computer Modeling in Engineering & Sciences","topic":"Innovative concrete reinforcement 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":"Ministry of Education and Child Care","funders":"Central South University","keywords":"Deformation (meteorology); Molecular dynamics; Shear (geology); Dynamics (music); Materials science; Computer science; Composite material; Physics; Acoustics","score_opus":0.019366903920041208,"score_gpt":0.23340901932434147,"score_spread":0.21404211540430026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403613156","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70857257,0.0009138115,0.25464556,0.0010950814,0.00034589326,0.00020548361,0.0018374055,0.0021464634,0.030237684],"genre_scores_gemma":[0.961786,0.00021364642,0.034548722,0.00008368572,0.000035657522,0.00011329278,0.0006174298,0.00015866937,0.0024428917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998915,0.000014021536,0.0000054942334,0.000026752952,0.000041589952,0.000020642701],"domain_scores_gemma":[0.9996123,0.00016419412,0.000038956925,0.00004285842,0.00010379225,0.00003800154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029590266,0.0004372942,0.00055556576,0.0007412095,0.0006383297,0.00064660376,0.0008430327,0.00097153353,0.0030912547],"category_scores_gemma":[0.00077621604,0.00035138617,0.0005871424,0.0006684102,0.0004846728,0.00070798333,0.00031376717,0.00093468284,0.0003912609],"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":[0.00005106915,0.000056609966,0.0014435941,0.000061115825,0.00003125715,0.00006044599,0.000025804606,0.9816989,0.0036626142,0.004646528,0.00079910585,0.0074629947],"study_design_scores_gemma":[0.0000015821436,0.0000022983004,0.00007417614,8.105737e-7,8.461589e-7,0.0000015268687,0.0000010633737,0.99944955,0.00023260908,0.00016251109,0.000071300565,0.000001748133],"about_ca_topic_score_codex":0.019356282,"about_ca_topic_score_gemma":0.015372406,"teacher_disagreement_score":0.019356282,"about_ca_system_score_codex":0.001044571,"about_ca_system_score_gemma":0.0011170635,"threshold_uncertainty_score":0.038487256},"labels":[],"label_agreement":null},{"id":"W4404111222","doi":"10.1007/s41939-024-00622-0","title":"Uniaxial compressive response of cement mortar with waste aluminium fibre sourced from electrical distribution cables","year":2024,"lang":"en","type":"article","venue":"Multiscale and Multidisciplinary Modeling Experiments and Design","topic":"Innovative concrete reinforcement 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":"York University","funders":"University of Jaffna","keywords":"Aluminium; Materials science; Cement; Composite material; Mortar; Compressive strength","score_opus":0.026498648175728088,"score_gpt":0.25998375977557225,"score_spread":0.23348511159984417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404111222","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908006,0.00004540473,0.0003126044,0.000014741236,0.000006509273,0.00000341021,0.00005871994,0.000014934813,0.00046350335],"genre_scores_gemma":[0.99924326,0.00003221343,0.00015521188,0.000004580121,0.0000020443936,0.0000027544002,0.000036169484,0.0000042028437,0.0005196057],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999796,0.000019790095,0.000009998505,0.000041573443,0.00008785433,0.0000448811],"domain_scores_gemma":[0.9996666,0.000118224336,0.00007083398,0.00002320917,0.00007768974,0.00004348911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025439108,0.00035224075,0.00030804952,0.00024337042,0.00033013293,0.0002695056,0.00030588126,0.00048874144,0.0016058038],"category_scores_gemma":[0.0005270284,0.00020069278,0.00022620239,0.0002705452,0.0004408613,0.0002671049,0.00022612866,0.00034495708,0.00019430502],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009446343,0.00012265997,0.0016319785,0.00005791533,0.000013709093,0.00018607889,0.0001176844,0.009673526,0.98503786,0.00008821236,0.0000879652,0.00203778],"study_design_scores_gemma":[0.00002439533,0.00092669186,0.023026846,0.0000123626205,0.000029413055,0.00006611989,0.00022643871,0.04184949,0.93336004,0.000034970664,0.00042279717,0.000020492267],"about_ca_topic_score_codex":0.004079023,"about_ca_topic_score_gemma":0.006062795,"teacher_disagreement_score":0.004079023,"about_ca_system_score_codex":0.00042758152,"about_ca_system_score_gemma":0.0002769188,"threshold_uncertainty_score":0.008110523},"labels":[],"label_agreement":null},{"id":"W4404421648","doi":"10.1007/s41939-024-00656-4","title":"Metaheuristic-based machine learning approaches of compressive strength forecasting of steel fiber reinforced concrete with SHapley Additive exPlanations","year":2024,"lang":"en","type":"article","venue":"Multiscale and Multidisciplinary Modeling Experiments and Design","topic":"Innovative concrete reinforcement 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 Regina","funders":"","keywords":"Compressive strength; Genetic algorithm; Genetic programming; Kriging; Extreme learning machine; Computer science; Ground-penetrating radar; Structural engineering; Machine learning; Artificial intelligence; Materials science; Composite material; Engineering; Artificial neural network","score_opus":0.0844007663948657,"score_gpt":0.26337287372789825,"score_spread":0.17897210733303254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404421648","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":[0.14485161,0.0005701554,0.85007906,0.00040571106,0.00007533357,0.000055995548,0.00008502281,0.00012817887,0.0037489417],"genre_scores_gemma":[0.9421734,0.0001704577,0.05607558,0.00006525347,0.000051311807,0.000061017778,0.0000736959,0.000018608485,0.001310611],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971694,0.00014166355,0.000014686485,0.00004609707,0.00004990379,0.00003068914],"domain_scores_gemma":[0.99781054,0.0016689929,0.00016351663,0.0000603359,0.00023472676,0.00006190549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014583528,0.0006833796,0.001018977,0.0010236201,0.00034354735,0.0007541674,0.0012477551,0.0011090148,0.0012236137],"category_scores_gemma":[0.0033281012,0.0003951811,0.0008084822,0.0006983299,0.0005991263,0.001019513,0.00062971,0.00096904085,0.00008034901],"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":[0.000015540347,0.000020371139,0.00023078431,0.000014352667,0.000025503588,0.000012694917,0.00001014247,0.98863846,0.00014548362,0.0049885036,0.00011536063,0.0057827705],"study_design_scores_gemma":[0.0000012618597,0.0000031088482,0.000017903192,8.7046527e-7,0.0000015696821,7.8466854e-7,9.686925e-7,0.9991059,0.000023607208,0.0008306542,0.000012557702,7.7305685e-7],"about_ca_topic_score_codex":0.006512215,"about_ca_topic_score_gemma":0.0046586753,"teacher_disagreement_score":0.006512215,"about_ca_system_score_codex":0.0010599606,"about_ca_system_score_gemma":0.00090070534,"threshold_uncertainty_score":0.012948632},"labels":[],"label_agreement":null},{"id":"W4404657245","doi":"10.1016/j.rineng.2024.103525","title":"Comparative studies on interfacial bond performance of ultrahigh performance concrete (UHPC) for sustainable repair of bridges and pavements","year":2024,"lang":"en","type":"article","venue":"Results in Engineering","topic":"Innovative concrete reinforcement 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 Manitoba","funders":"","keywords":"Materials science; Bond; Composite material; Structural engineering; Engineering; Forensic engineering; Civil engineering; Environmental science; Business","score_opus":0.02267236453617401,"score_gpt":0.27184984237620113,"score_spread":0.24917747784002714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404657245","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942925,0.0031538769,0.0014394308,0.000016216802,0.000024647336,0.00002583595,0.000104636005,0.000016597683,0.0009262906],"genre_scores_gemma":[0.9939732,0.0019095322,0.0023735736,0.000015722242,0.000007899219,0.000017018176,0.00015215568,0.000015066603,0.0015357278],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993661,0.000071234324,0.000044761764,0.00009551926,0.0003433213,0.00007904624],"domain_scores_gemma":[0.9993697,0.00007715683,0.00014382001,0.000041770036,0.00029916238,0.00006853039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065899314,0.0005666145,0.00033541422,0.000660181,0.00033687282,0.00033540593,0.0002911043,0.00043336183,0.0017234588],"category_scores_gemma":[0.00060585426,0.00021516759,0.00050359353,0.00046922982,0.00016647998,0.0004873398,0.00037643543,0.00052411004,0.0002787093],"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":[0.00018249429,0.00011020765,0.0031301647,0.00033779576,0.00004148151,0.00010957026,0.00016261498,0.0006488887,0.9810172,0.000089040834,0.00008215485,0.014088408],"study_design_scores_gemma":[0.000005975664,0.0029745665,0.026255777,0.00003398053,0.00014192147,0.00025298572,0.00038734917,0.0013162758,0.9657286,0.00003315297,0.0028440899,0.000025349205],"about_ca_topic_score_codex":0.0008717938,"about_ca_topic_score_gemma":0.0027010555,"teacher_disagreement_score":0.0017234588,"about_ca_system_score_codex":0.0002047342,"about_ca_system_score_gemma":0.0001936392,"threshold_uncertainty_score":0.0057655573},"labels":[],"label_agreement":null},{"id":"W4404911648","doi":"10.1139/cjce-2024-0140","title":"Time-dependent mechanical properties and structural behaviour of graphene nanoplatelet-reinforced concrete","year":2024,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Structural engineering; Reinforced concrete; Graphene; Engineering; Nanotechnology","score_opus":0.009548824073522401,"score_gpt":0.18184442419340224,"score_spread":0.17229560011987985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404911648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991387,0.00013591068,0.0003074099,0.000006530809,0.000002992053,0.000003849787,0.00013870659,0.000011989839,0.00025383712],"genre_scores_gemma":[0.99894875,0.00008746101,0.0003161651,0.0000047457293,7.238771e-7,0.0000046890177,0.000107417116,0.0000037230973,0.0005263308],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998673,0.000010660622,0.000010664476,0.000022421884,0.000065028966,0.000023879333],"domain_scores_gemma":[0.9997137,0.00006702024,0.000094857816,0.000018312008,0.000070922426,0.000035165944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016742558,0.00026184958,0.00012043297,0.00035677705,0.00010086903,0.00008939204,0.00013935966,0.00022129861,0.0010481867],"category_scores_gemma":[0.00029640834,0.00014472679,0.00018364671,0.00021384923,0.00020030088,0.00018039916,0.00011302941,0.0003240714,0.0001455669],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006811103,0.000020429121,0.0016929392,0.000028690929,0.000007860362,0.000059745325,0.00004522692,0.0012617852,0.99545515,0.000020541453,0.000019666926,0.0013198468],"study_design_scores_gemma":[0.0000025204465,0.00042821202,0.035904016,0.0000064436535,0.00001382297,0.00006349907,0.00007120157,0.0035419033,0.9595787,0.00001931501,0.0003525552,0.000017799848],"about_ca_topic_score_codex":0.002410284,"about_ca_topic_score_gemma":0.0069055874,"teacher_disagreement_score":0.002410284,"about_ca_system_score_codex":0.0002022482,"about_ca_system_score_gemma":0.00012383213,"threshold_uncertainty_score":0.0047925115},"labels":[],"label_agreement":null},{"id":"W4405135230","doi":"10.46326/jmes.2024.65(6).08","title":"Potential using of marine sand in coastal areas of Vietnam to create concrete for rural roads","year":2024,"lang":"en","type":"article","venue":"Journal of Mining and Earth Sciences","topic":"Innovative concrete reinforcement 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":"Canadian Food Inspection Agency","funders":"","keywords":"Compressive strength; Geotechnical engineering; Environmental science; Geology; Materials science","score_opus":0.01857336011863106,"score_gpt":0.2655823061195617,"score_spread":0.24700894600093062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405135230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881781,0.00019873699,0.0010481022,0.000068881665,0.000006153588,0.00003941195,0.00006364744,0.000024031187,0.010372967],"genre_scores_gemma":[0.9951969,0.00023110876,0.0016773737,0.00001046787,0.0000011764332,0.000011897973,0.00003513305,0.000006118965,0.002829869],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998301,0.000037706694,0.000007867999,0.000025373567,0.000049100207,0.000049844086],"domain_scores_gemma":[0.9997632,0.000022411275,0.00003898459,0.000018657993,0.000087836204,0.000068907015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022865357,0.00033316028,0.00012588261,0.00049933535,0.00064078276,0.0005217029,0.00030261313,0.00014303601,0.0020334153],"category_scores_gemma":[0.00021078295,0.00016434302,0.00017158873,0.0003399265,0.00031243498,0.00031779526,0.00047715905,0.00018288431,0.00031893956],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046760077,0.0006105208,0.19762105,0.001062905,0.000092031456,0.010636021,0.0070761065,0.010832441,0.6363427,0.0036475789,0.0014652106,0.13014585],"study_design_scores_gemma":[0.00010252334,0.004157626,0.4447994,0.0005295279,0.0002470894,0.0053952024,0.035418674,0.015572948,0.3802783,0.0020711678,0.11129971,0.00012782779],"about_ca_topic_score_codex":0.012581548,"about_ca_topic_score_gemma":0.07289678,"teacher_disagreement_score":0.012581548,"about_ca_system_score_codex":0.00057059247,"about_ca_system_score_gemma":0.00090481434,"threshold_uncertainty_score":0.025016665},"labels":[],"label_agreement":null},{"id":"W4405177947","doi":"10.1016/j.engstruct.2024.119465","title":"Structural application of high-performance fibre reinforced cementitious composites","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"Composite material; Materials science; Structural engineering; Engineering","score_opus":0.003911534109314947,"score_gpt":0.1949808457559383,"score_spread":0.19106931164662336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405177947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9685517,0.0017214202,0.014840257,0.00012357118,0.000073172116,0.000020845082,0.000037859165,0.00015990507,0.014471254],"genre_scores_gemma":[0.99386275,0.00043107773,0.0036291506,0.000010918646,0.000009398952,0.0000031223192,0.000019956493,0.000007039839,0.0020266385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999157,0.000010440355,0.0000021068458,0.000011225762,0.000044872268,0.000015627622],"domain_scores_gemma":[0.9999211,0.000016414457,0.00001477647,0.00000745125,0.00002608626,0.000014104634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001372694,0.0002730195,0.00008635673,0.00038739192,0.0002520348,0.00023763889,0.00020708049,0.00035324862,0.0014073772],"category_scores_gemma":[0.0001781955,0.00011298716,0.00015702008,0.00014202215,0.00028881346,0.0001987142,0.0001863581,0.00020908334,0.00024843088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046661033,0.000032771295,0.000204706,0.000057688514,0.0000036952367,0.000080340054,0.000026709276,0.0018471719,0.99053967,0.00081689947,0.000053661774,0.0062901457],"study_design_scores_gemma":[0.000013657137,0.00034855222,0.0031502151,0.000010995335,0.00001780435,0.0002218021,0.000044261746,0.009474502,0.9817362,0.00030338936,0.004671066,0.0000076178585],"about_ca_topic_score_codex":0.00076794374,"about_ca_topic_score_gemma":0.0029833424,"teacher_disagreement_score":0.0014073772,"about_ca_system_score_codex":0.0002482102,"about_ca_system_score_gemma":0.0002647311,"threshold_uncertainty_score":0.004708171},"labels":[],"label_agreement":null},{"id":"W4405301493","doi":"10.1016/j.cscm.2024.e04107","title":"Retraction notice to “A study on the mechanical performance, shrinkage and morphology of high-performance fiber reinforced concrete with varying SCMs and geometry of steel fibers” Case Stud. Constr. Mater. 21 (2024) e03642","year":2024,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Innovative concrete reinforcement 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":"Horizon College and Seminary","funders":"","keywords":"Shrinkage; Materials science; Notice; Composite material; Fiber; Morphology (biology); Structural engineering; Engineering; Geology; Law; Political science","score_opus":0.02224280202398972,"score_gpt":0.26634612381438494,"score_spread":0.24410332179039523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405301493","genre_codex":"editorial","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":[0.0031584064,0.0018340526,0.00204433,0.11301261,0.8253439,0.0002754065,0.0044380752,0.0010975887,0.04879565],"genre_scores_gemma":[0.017110847,0.00258137,0.0030838184,0.0248588,0.17893437,0.00046704788,0.0062514334,0.0011762141,0.76553607],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981244,0.00011816179,0.00024112823,0.00016489606,0.0011547153,0.00019656583],"domain_scores_gemma":[0.9914023,0.0021021126,0.00045900457,0.00055361475,0.0049421964,0.0005406774],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0017666582,0.0013077292,0.0009889826,0.001482342,0.002238379,0.001700673,0.0021026405,0.0041845245,0.10107171],"category_scores_gemma":[0.01566248,0.00047009048,0.0010551789,0.00083833,0.001125848,0.0018472351,0.0015992358,0.004110347,0.05362742],"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":[0.000038252176,0.000014035142,0.00005102019,0.00007283271,0.0000028756378,0.000082272905,0.000017726337,0.000027254058,0.0007618937,0.0006418775,0.9925258,0.0057640946],"study_design_scores_gemma":[0.00002719476,0.00006965271,0.0018985509,0.00006552409,0.000009298585,0.00013976991,0.00006257452,0.00016394863,0.0014837545,0.00063255586,0.9954293,0.000018024537],"about_ca_topic_score_codex":0.005392411,"about_ca_topic_score_gemma":0.006473744,"teacher_disagreement_score":0.99581546,"about_ca_system_score_codex":0.00128705,"about_ca_system_score_gemma":0.002304111,"threshold_uncertainty_score":0.33811855},"labels":[{"model":"gemma","categories":["research_integrity"],"domain":null,"study_design":"not_applicable","genre":"other","about_ca_system":false,"about_ca_topic":false,"confidence":"high"},{"model":"gpt","categories":["research_integrity","metaresearch"],"domain":"evaluation","study_design":"not_applicable","genre":"editorial","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"split"},{"id":"W4405360895","doi":"10.1115/ipc2024-132914","title":"Field and Laboratory Assessment of High-Density Polyethylene Slabs","year":2024,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Field (mathematics); Materials science; Polyethylene; Engineering physics; Geology; Composite material; Engineering","score_opus":0.005004915961246377,"score_gpt":0.2400752193485807,"score_spread":0.2350703033873343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405360895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98596364,0.000467249,0.008569312,0.00005126172,0.000037169706,0.0003282404,0.0007931325,0.00007496052,0.0037151277],"genre_scores_gemma":[0.9861122,0.0005067061,0.008176765,0.000057526093,0.000013837186,0.0001409194,0.00065451936,0.000011195334,0.0043261913],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99917245,0.00014502171,0.000046378962,0.00014211182,0.0004140889,0.000079983954],"domain_scores_gemma":[0.99884903,0.00015309526,0.0001849653,0.00005492456,0.00068451365,0.00007350398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092612574,0.0005178134,0.00018625933,0.0007476517,0.00039424325,0.00038836678,0.00043281296,0.00054192974,0.0010733461],"category_scores_gemma":[0.00072954193,0.000107712236,0.0003496607,0.0004651858,0.00036240913,0.0003289353,0.0003206527,0.0003472963,0.00035688098],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007191087,0.00079984555,0.015821386,0.0003624813,0.00002796585,0.00035959392,0.00038742094,0.0031352409,0.9599059,0.00020492112,0.00031272855,0.017963437],"study_design_scores_gemma":[0.000053894804,0.015599567,0.044084735,0.00010262277,0.000089122645,0.00041128107,0.001169425,0.0030495788,0.9275159,0.00029893155,0.0075837984,0.000041153042],"about_ca_topic_score_codex":0.0018757426,"about_ca_topic_score_gemma":0.004166147,"teacher_disagreement_score":0.0018757426,"about_ca_system_score_codex":0.00041781235,"about_ca_system_score_gemma":0.00031439718,"threshold_uncertainty_score":0.004897833},"labels":[],"label_agreement":null},{"id":"W4405879896","doi":"10.1007/978-3-031-80597-4_35","title":"Compression Strength of Self-compacting Rubberized Concrete as a Function of the Content of Recycled Rubber","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in networks and systems","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Materials science; Composite material; Natural rubber; Compression (physics)","score_opus":0.017664278755465272,"score_gpt":0.21283150228953815,"score_spread":0.19516722353407287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405879896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98957694,0.0010892224,0.0016435354,0.000053995624,0.00003006969,0.000017306791,0.00077880785,0.00018530834,0.0066248057],"genre_scores_gemma":[0.9938239,0.00027503123,0.00032998904,0.000014350386,0.000010221993,0.000008047611,0.0005813085,0.00003567792,0.0049215136],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966085,0.000025455889,0.000015052226,0.00006247561,0.00017201771,0.00006424442],"domain_scores_gemma":[0.9988709,0.00059241755,0.00014604564,0.00007971511,0.00022651683,0.00008431316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038727987,0.0003070093,0.00038151824,0.00059472077,0.00018074662,0.00035051026,0.00071709056,0.00048544633,0.0061934656],"category_scores_gemma":[0.00088581926,0.0003174755,0.00026716932,0.00054460944,0.00043903844,0.0004867999,0.00025982203,0.00054936344,0.0010863887],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013118548,0.0001184927,0.001844971,0.00012093224,0.000029079314,0.00031263745,0.00014219977,0.009030359,0.9696408,0.00054855144,0.0006122143,0.016287886],"study_design_scores_gemma":[0.000021193244,0.0005148929,0.018216923,0.00002001292,0.000025056432,0.00011777277,0.000074610674,0.015900088,0.96373284,0.00017151269,0.0011733514,0.000031866388],"about_ca_topic_score_codex":0.0019362301,"about_ca_topic_score_gemma":0.0029334242,"teacher_disagreement_score":0.0061934656,"about_ca_system_score_codex":0.00040956883,"about_ca_system_score_gemma":0.00035331765,"threshold_uncertainty_score":0.02071917},"labels":[],"label_agreement":null},{"id":"W4405931753","doi":"10.1007/978-3-031-61507-8_24","title":"Non-Portland Cement-Based Engineered Cementitious Composites","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Portland cement; Composite material; Cementitious; Materials science; Cement","score_opus":0.006395949447217552,"score_gpt":0.193675411078331,"score_spread":0.18727946163111345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405931753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76514596,0.009374124,0.042369097,0.00022027132,0.0006120702,0.000056833913,0.0005399863,0.00096633914,0.18071537],"genre_scores_gemma":[0.78834826,0.0029052212,0.014222416,0.00006696279,0.000026055784,0.000026136993,0.0003431761,0.00019166425,0.19387011],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994254,0.000003654645,0.0000018913978,0.000009275791,0.000036192447,0.0000063641874],"domain_scores_gemma":[0.9999615,0.000008827283,0.000008176228,0.000005586082,0.000010010915,0.000005863316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007408888,0.00034811455,0.00010849228,0.00026645654,0.00012732937,0.00039908962,0.00022835747,0.00019378104,0.0040816683],"category_scores_gemma":[0.000074321266,0.00014095538,0.00016474923,0.00018690048,0.00016673845,0.00032479299,0.0002014153,0.00040567585,0.0009372436],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054673445,0.000078870435,0.00017565301,0.00014243017,0.0000073933356,0.00025219866,0.000045706733,0.0028776997,0.9647186,0.0045799017,0.0009296724,0.026137283],"study_design_scores_gemma":[0.0000057896123,0.00018074742,0.0024021985,0.000032457723,0.000018598314,0.00052995887,0.00003991348,0.0043647746,0.9393658,0.001109379,0.05193905,0.000011298491],"about_ca_topic_score_codex":0.00024627746,"about_ca_topic_score_gemma":0.0016821801,"teacher_disagreement_score":0.0040816683,"about_ca_system_score_codex":0.00018075334,"about_ca_system_score_gemma":0.00014231727,"threshold_uncertainty_score":0.01365453},"labels":[],"label_agreement":null},{"id":"W4405931768","doi":"10.1007/978-3-031-61507-8_25","title":"Correlation Between Ultrasonic Pulse Velocity and Permeability Properties of Engineered Cementitious Composite Incorporating Glass Powder","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Materials science; Composite material; Permeability (electromagnetism); Composite number; Ultrasonic sensor; Cementitious; Acoustics; Cement; Chemistry","score_opus":0.011039053105890232,"score_gpt":0.19625413166154143,"score_spread":0.1852150785556512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405931768","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968028,0.0001834786,0.0022817748,0.000008955315,0.0000053597014,0.000002768735,0.000068616275,0.000033308308,0.00061291957],"genre_scores_gemma":[0.99851626,0.00006774802,0.00045228063,0.0000036442468,0.0000015094002,0.000001765757,0.00008250798,0.0000062478475,0.00086801365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999366,0.00000784486,0.0000033322503,0.000016197224,0.00002727843,0.000008750322],"domain_scores_gemma":[0.9995004,0.00030197005,0.00009121232,0.000015022966,0.00007202254,0.000019405301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014814257,0.000103074606,0.00011337753,0.00021474271,0.000071610644,0.00017152673,0.00016771222,0.00019458294,0.0010495665],"category_scores_gemma":[0.00037175737,0.00016001961,0.00009305608,0.00013828283,0.00013633657,0.00021810643,0.000085225074,0.00020665937,0.00023770619],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033773255,0.00004069013,0.0031592508,0.000022374994,0.000008047535,0.00005508736,0.000028990293,0.0015949635,0.99108386,0.000092575996,0.00005118835,0.0035252345],"study_design_scores_gemma":[0.000006452622,0.00044089885,0.041191176,0.0000034859747,0.000026155461,0.000119243065,0.000052471278,0.016833033,0.94100386,0.000068944966,0.00024018488,0.000014020932],"about_ca_topic_score_codex":0.00073458685,"about_ca_topic_score_gemma":0.0010948521,"teacher_disagreement_score":0.0010495665,"about_ca_system_score_codex":0.00013017151,"about_ca_system_score_gemma":0.00008930214,"threshold_uncertainty_score":0.0035111904},"labels":[],"label_agreement":null},{"id":"W4405931803","doi":"10.1007/978-3-031-61507-8_22","title":"Influence of Galvanized Iron Fiber on Bond Behavior of Concrete","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Alberta","funders":"","keywords":"Galvanization; Materials science; Bond; Fiber; Composite material; Business; Layer (electronics)","score_opus":0.006746117947722387,"score_gpt":0.2099322892278016,"score_spread":0.2031861712800792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405931803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931623,0.000827164,0.0009878792,0.00002447948,0.00002276081,0.000007078365,0.000029033888,0.000032712676,0.0049067],"genre_scores_gemma":[0.99693584,0.00029718413,0.00025561207,0.000008610337,0.0000062907757,0.0000016031773,0.000027741518,0.00002043406,0.002446659],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992037,0.0000139830145,0.0000018250746,0.000014866228,0.000028558447,0.000020414123],"domain_scores_gemma":[0.999843,0.00008618732,0.000020223928,0.000012336329,0.000020781425,0.000017501634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012083996,0.00022891533,0.00017448975,0.00014854259,0.00023765521,0.00028524097,0.00020777351,0.00022557007,0.0030080827],"category_scores_gemma":[0.00030293586,0.00014269516,0.00018719156,0.0001043849,0.0003264507,0.00024066973,0.00016082023,0.00025192695,0.00033176693],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006459902,0.00006540657,0.0003620699,0.000053156407,0.00000958594,0.00010268841,0.00007233035,0.0033962012,0.9890219,0.00036933788,0.00007863046,0.005822743],"study_design_scores_gemma":[0.0000085770025,0.00036287334,0.0029945748,0.000006889502,0.00001497353,0.00004696528,0.00003684421,0.0059754658,0.98968494,0.00008851836,0.00077332876,0.0000060063744],"about_ca_topic_score_codex":0.0011877018,"about_ca_topic_score_gemma":0.0013835422,"teacher_disagreement_score":0.0030080827,"about_ca_system_score_codex":0.00029375992,"about_ca_system_score_gemma":0.0001551641,"threshold_uncertainty_score":0.010063112},"labels":[],"label_agreement":null},{"id":"W4405939831","doi":"10.1007/978-3-031-61507-8_26","title":"Mix Development of UHPC for Precast Buildings","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Government of Nunavut; University of New Brunswick","funders":"","keywords":"Precast concrete; Architectural engineering; Construction engineering; Engineering; Civil engineering","score_opus":0.011338743469360885,"score_gpt":0.21332864010427507,"score_spread":0.20198989663491418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405939831","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":[0.102841504,0.007791034,0.15049939,0.0006203633,0.00046931335,0.00043993705,0.0006387615,0.0017886255,0.7349111],"genre_scores_gemma":[0.43514743,0.0055570356,0.10462697,0.00027127197,0.00017900366,0.00027345304,0.0006948885,0.00067967304,0.45257023],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99927217,0.000053132004,0.000010006465,0.000049412665,0.00055627595,0.000058937596],"domain_scores_gemma":[0.9998703,0.000015435236,0.000007945493,0.000020891923,0.000066092296,0.000019357578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039223317,0.00047852576,0.00025284858,0.0012347432,0.0005706436,0.0013140854,0.00089831377,0.0005588905,0.020431492],"category_scores_gemma":[0.0003926602,0.00032694,0.00027740977,0.0009936198,0.00024849342,0.0010839998,0.001109558,0.00069952715,0.0038051899],"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":[0.00013847984,0.00019818643,0.0011744862,0.0005829463,0.000017428076,0.00024021392,0.00037473522,0.022512,0.10006109,0.053877592,0.013747553,0.80707526],"study_design_scores_gemma":[0.000026093274,0.0005790819,0.006070891,0.00020834435,0.00003696371,0.0006468833,0.0004464133,0.024583064,0.22761832,0.011370963,0.7283785,0.000034534823],"about_ca_topic_score_codex":0.0027175068,"about_ca_topic_score_gemma":0.0061267316,"teacher_disagreement_score":0.020431492,"about_ca_system_score_codex":0.0011773378,"about_ca_system_score_gemma":0.0008198223,"threshold_uncertainty_score":0.06835014},"labels":[],"label_agreement":null},{"id":"W4405939880","doi":"10.1007/978-3-031-61507-8_7","title":"Mechanical Properties of Basalt Fibre Reinforced Concrete: Effect of Fibre Dosage","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Materials science; Basalt; Composite material; Geology; Geochemistry","score_opus":0.007594470258876356,"score_gpt":0.19717472454955537,"score_spread":0.189580254290679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405939880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99315226,0.0015189548,0.00068274327,0.000041401763,0.000029682224,0.0000139364765,0.0004043361,0.000046577403,0.004109979],"genre_scores_gemma":[0.9944325,0.00039379913,0.0002243327,0.000011269516,0.0000065928693,0.000005319288,0.00027185297,0.000021192362,0.004633055],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997168,0.00002911223,0.0000153671,0.000040006955,0.0001444237,0.0000542567],"domain_scores_gemma":[0.9994406,0.00025105476,0.000100162164,0.00004474154,0.00011211106,0.000051317027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030060776,0.00029132506,0.000302217,0.0003827667,0.00024334234,0.00022973744,0.00034046604,0.000372521,0.0038196216],"category_scores_gemma":[0.0007457852,0.0002646733,0.0003742549,0.00041239397,0.0002753626,0.00027727362,0.00016925462,0.00036288935,0.0007679804],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001389508,0.0000868814,0.0013012545,0.00012575589,0.000021694223,0.00015909183,0.00008717579,0.0053415652,0.9823599,0.000082809725,0.00024626526,0.008798131],"study_design_scores_gemma":[0.000021015947,0.001449183,0.02372917,0.000017789338,0.00003237843,0.00011684677,0.00008500305,0.0058447653,0.96740514,0.00007928227,0.0012014441,0.000017914743],"about_ca_topic_score_codex":0.0022181715,"about_ca_topic_score_gemma":0.004103601,"teacher_disagreement_score":0.0038196216,"about_ca_system_score_codex":0.00027589526,"about_ca_system_score_gemma":0.00020316412,"threshold_uncertainty_score":0.012777865},"labels":[],"label_agreement":null},{"id":"W4405949617","doi":"10.3390/min15010028","title":"Optimization of Ultra-High-Performance Concrete Using a Clinker-Free Binder and Iron Mine Tailings Aggregate","year":2024,"lang":"en","type":"article","venue":"Minerals","topic":"Innovative concrete reinforcement 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":"University of the Fraser Valley","funders":"Fundamental Research Funds for the Central Universities; National Key Research and Development Program of China; Hebei Provincial Key Research Projects; Higher Education Discipline Innovation Project; National Natural Science Foundation of China","keywords":"Tailings; Aggregate (composite); Clinker (cement); Waste management; Environmental science; Compressive strength; Mining engineering; Iron ore; Materials science; Metallurgy; Cement; Geology; Engineering; Composite material; Portland cement","score_opus":0.014733570843026867,"score_gpt":0.2310206268339816,"score_spread":0.21628705599095474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405949617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945492,0.0006529279,0.0032289606,0.000020048057,0.0000071942864,0.000034979872,0.00005645172,0.000033991426,0.0014161724],"genre_scores_gemma":[0.9952028,0.00035940824,0.0037087386,0.0000075808803,0.000002418221,0.000015270749,0.00006486234,0.000010513834,0.00062841806],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949193,0.00006051722,0.000044303688,0.00008280279,0.0002544985,0.00006594378],"domain_scores_gemma":[0.9998554,0.000016693553,0.000058427308,0.000010051915,0.000035297406,0.000024114854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038153134,0.00047831412,0.00037455128,0.0005385207,0.00020716977,0.00052305276,0.00040943865,0.00040955635,0.00063528056],"category_scores_gemma":[0.0002829479,0.00015903529,0.00039918703,0.00053048675,0.00020781058,0.00040089551,0.00037265476,0.00032272807,0.00026831473],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012699736,0.00010576363,0.0013266996,0.00017403449,0.000022094522,0.00009396483,0.0000208117,0.003912992,0.9869206,0.00010754387,0.00002423868,0.007164295],"study_design_scores_gemma":[0.00001666011,0.00083396886,0.0071024178,0.000019915042,0.00006184335,0.00013642819,0.00007741041,0.004981919,0.9841393,0.00004494636,0.0025721206,0.000013004836],"about_ca_topic_score_codex":0.0014933073,"about_ca_topic_score_gemma":0.0077907695,"teacher_disagreement_score":0.0014933073,"about_ca_system_score_codex":0.0005172537,"about_ca_system_score_gemma":0.00044751377,"threshold_uncertainty_score":0.0037529469},"labels":[],"label_agreement":null},{"id":"W4406149873","doi":"10.18280/acsm.480602","title":"A Critical Review of Mechanical, Physical and Durability Properties of Slurry Infiltrated Fibrous Concrete (SIFCON)","year":2024,"lang":"en","type":"review","venue":"Annales de Chimie Science des Matériaux","topic":"Innovative concrete reinforcement 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":"Mustansiriyah University","keywords":"Durability; Slurry; Materials science; Composite material; Forensic engineering; Engineering","score_opus":0.08999625931663335,"score_gpt":0.3401700690778397,"score_spread":0.25017380976120634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406149873","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":[0.00025608062,0.9982482,0.00017937816,0.00010554405,0.00023752259,0.0000066223465,0.00003732543,0.000008190267,0.00092102826],"genre_scores_gemma":[0.0011125639,0.99746346,0.00031408688,0.00012237177,0.00019535287,0.000008962439,0.000069469264,0.0000027660844,0.0007109983],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99972564,0.00002822341,0.000055478627,0.00006589946,0.00010376126,0.000020850486],"domain_scores_gemma":[0.9994035,0.00023755494,0.00009940915,0.000019807565,0.00020034544,0.000039375598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005544805,0.0012065431,0.0014241231,0.003698503,0.0003058066,0.00081553723,0.000775408,0.00089660607,0.0041552573],"category_scores_gemma":[0.0008318626,0.0004612019,0.0006497849,0.0033708168,0.00040785375,0.0015463672,0.00053780846,0.0010925635,0.001603954],"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":[0.00009283946,0.00012067832,0.00022348283,0.066078335,0.00013142501,0.000169147,0.00009922468,0.0006258285,0.0068291966,0.0029328621,0.029507179,0.89318967],"study_design_scores_gemma":[0.000009773086,0.00019540843,0.001155215,0.005685704,0.0002249935,0.00077104056,0.00006243603,0.000090078676,0.0020078723,0.00066819764,0.9890983,0.00003101899],"about_ca_topic_score_codex":0.0012425428,"about_ca_topic_score_gemma":0.0018642615,"teacher_disagreement_score":0.0041552573,"about_ca_system_score_codex":0.0005013377,"about_ca_system_score_gemma":0.0011154355,"threshold_uncertainty_score":0.013900697},"labels":[],"label_agreement":null},{"id":"W4406164256","doi":"10.1016/j.conbuildmat.2024.139679","title":"Effect of iron tailing fines on dynamic properties and microstructure of recycled steel fibre reinforced ultra-high performance concrete","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Iron Ore Company (Canada)","funders":"Fundamental Research Funds for the Central Universities; National Postdoctoral Program for Innovative Talents; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Microstructure; Materials science; Metallurgy; Composite material","score_opus":0.004522593805201477,"score_gpt":0.206240108698865,"score_spread":0.20171751489366352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406164256","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993467,0.000108193395,0.00015774701,0.0000056520694,0.0000055215864,0.0000017861514,0.00002231605,0.000009045584,0.00034309877],"genre_scores_gemma":[0.99952006,0.000034452107,0.00008585427,0.000006583664,0.0000016621727,7.178053e-7,0.000015385926,0.000004381945,0.00033091172],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998404,0.000015584594,0.000012886747,0.000037494225,0.000042905012,0.000050764087],"domain_scores_gemma":[0.99930644,0.00025944813,0.00013559299,0.000053444033,0.00014104955,0.00010410919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002493252,0.00021822291,0.0002522158,0.000238928,0.00032374222,0.0002708358,0.00019691183,0.00039293678,0.0018790049],"category_scores_gemma":[0.0007025031,0.00021663925,0.00023361626,0.0001900404,0.00038777632,0.00031640643,0.00018186962,0.0003801981,0.00018699354],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013736604,0.00011178578,0.0020743534,0.000071605085,0.000016658663,0.0001817299,0.00009455478,0.0019362131,0.99029,0.00006559301,0.000052779505,0.003731077],"study_design_scores_gemma":[0.000017034561,0.00057522336,0.01964689,0.000007683426,0.000031325435,0.000059451984,0.00008044888,0.002417107,0.97676647,0.000028283554,0.0003547172,0.000015327458],"about_ca_topic_score_codex":0.0022757808,"about_ca_topic_score_gemma":0.0048962645,"teacher_disagreement_score":0.0022757808,"about_ca_system_score_codex":0.00029830553,"about_ca_system_score_gemma":0.00018971597,"threshold_uncertainty_score":0.006285906},"labels":[],"label_agreement":null},{"id":"W4406608960","doi":"10.1139/cjce-2024-0497","title":"Effect of nano TiO<sub>2</sub> and reinforcement of polypropylene fiber in standard concrete: an experimental and numerical approach","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Reinforcement; Polypropylene; Materials science; Composite material; Fiber; Fiber-reinforced concrete; Nano-; Structural engineering; Engineering","score_opus":0.004311862157190459,"score_gpt":0.2035264713927064,"score_spread":0.19921460923551595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406608960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974617,0.0001250287,0.0015060608,0.000015058986,0.0000073001697,0.0000151209515,0.000077687415,0.000027035874,0.00076509174],"genre_scores_gemma":[0.99560463,0.0001294007,0.0038821895,0.000004846012,0.0000014748387,0.0000134300635,0.00002540294,0.0000034430127,0.0003352614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985266,0.000019356885,0.000011761175,0.00003177141,0.00006429795,0.000020103784],"domain_scores_gemma":[0.99958223,0.00019093054,0.00012116451,0.00003124278,0.00005568777,0.000018796676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036369148,0.00029523481,0.00026283404,0.00020302819,0.00018947716,0.0002083089,0.00033697207,0.0005176009,0.0011292063],"category_scores_gemma":[0.00041310673,0.00019761492,0.00029669618,0.00021700827,0.00040612492,0.00025376293,0.00018258202,0.00030674832,0.00009551714],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029653817,0.00035284233,0.0012395828,0.00018906363,0.000014225432,0.0000792887,0.000045863446,0.03459714,0.9594878,0.00022022203,0.000036430996,0.0034409596],"study_design_scores_gemma":[0.00003614915,0.0010643213,0.0040113647,0.000009395374,0.00003812824,0.000040317213,0.000054967957,0.08009271,0.9141905,0.000057703517,0.00038444603,0.000020080526],"about_ca_topic_score_codex":0.0017988492,"about_ca_topic_score_gemma":0.002900873,"teacher_disagreement_score":0.0017988492,"about_ca_system_score_codex":0.00031437443,"about_ca_system_score_gemma":0.00017626112,"threshold_uncertainty_score":0.0037775636},"labels":[],"label_agreement":null},{"id":"W4406709081","doi":"10.33593/iccp.v11i1.309","title":"Using Precast Concrete Inlay Panels for Rut Repair on High Volume Flexible Pavements","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement 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; Inlay; Rut; Volume (thermodynamics); Structural engineering; Engineering; Geotechnical engineering; Forensic engineering; Civil engineering; Materials science; Composite material; Asphalt","score_opus":0.06076254720143914,"score_gpt":0.3010217652697403,"score_spread":0.24025921806830114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406709081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98497957,0.00015928106,0.012411969,0.000013964889,0.00001604182,0.00008636183,0.000097947144,0.00023715611,0.0019976909],"genre_scores_gemma":[0.98694617,0.00012628769,0.011503107,0.000007561431,0.0000025125032,0.000012248204,0.000098072625,0.000024696603,0.0012793607],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950147,0.000043983866,0.000018714634,0.00006604769,0.00025751785,0.0001123163],"domain_scores_gemma":[0.99956685,0.000054949513,0.000111111425,0.00008530606,0.00011017507,0.00007156093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035134162,0.0004445075,0.00026879762,0.00085113,0.00043668662,0.0004968956,0.00073799235,0.00033957214,0.0011736981],"category_scores_gemma":[0.0005056117,0.0002617687,0.00034360387,0.00038605975,0.0003913312,0.00035652,0.00041980777,0.0002823265,0.00040335656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036918125,0.0003411197,0.013951398,0.00024074802,0.000040288818,0.0010994747,0.0004258687,0.02653929,0.8547613,0.00017473816,0.00039089506,0.101665735],"study_design_scores_gemma":[0.000034219785,0.004483132,0.12027656,0.000076346834,0.00012395292,0.0014509772,0.0008769074,0.022907,0.8418666,0.00016736129,0.0076359618,0.00010094153],"about_ca_topic_score_codex":0.011321693,"about_ca_topic_score_gemma":0.04851879,"teacher_disagreement_score":0.011321693,"about_ca_system_score_codex":0.00048561572,"about_ca_system_score_gemma":0.00072492316,"threshold_uncertainty_score":0.022511601},"labels":[],"label_agreement":null},{"id":"W4407320746","doi":"10.1016/j.jobe.2025.112078","title":"Pull-out strength of cast-in versus post-installed connectors in thin ultra-high performance concrete panels with polyoxymethylene fibers","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Mitacs","keywords":"Polyoxymethylene; Materials science; Composite material; Structural engineering; Engineering; Polymer","score_opus":0.007585153753072625,"score_gpt":0.21838444615390917,"score_spread":0.21079929240083656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407320746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993197,0.00005197639,0.00038398465,0.000004021443,0.0000061504984,0.000002106548,0.000023386541,0.000010073747,0.0001985518],"genre_scores_gemma":[0.9993419,0.000025473384,0.00014524952,0.000003057437,0.0000016661851,0.0000017150144,0.000032691598,0.0000050739573,0.00044316772],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996165,0.000047860816,0.000018489314,0.00006859898,0.00014961635,0.00009883238],"domain_scores_gemma":[0.99897707,0.00025183157,0.00022044148,0.00006553481,0.00026184466,0.00022323937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060182903,0.0005192801,0.0002508149,0.00035834612,0.00025541423,0.00025948288,0.00044672313,0.00047820245,0.0022994494],"category_scores_gemma":[0.0007219807,0.0002971035,0.00033805467,0.00022945573,0.00040201357,0.00043366622,0.00031688128,0.00048267024,0.00042687956],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00076391204,0.00008123957,0.0018259939,0.00003335213,0.000013944522,0.00007407798,0.00005976809,0.0013756773,0.9941141,0.00005476809,0.000043891338,0.0015592079],"study_design_scores_gemma":[0.000015798101,0.0013100428,0.022682345,0.000011991165,0.000044537926,0.00004907959,0.00011453365,0.00400823,0.97152686,0.000018918205,0.0002045494,0.000013052335],"about_ca_topic_score_codex":0.0011110806,"about_ca_topic_score_gemma":0.0021282001,"teacher_disagreement_score":0.0022994494,"about_ca_system_score_codex":0.0002662785,"about_ca_system_score_gemma":0.00025942823,"threshold_uncertainty_score":0.0076924562},"labels":[],"label_agreement":null},{"id":"W4407755498","doi":"10.1016/j.istruc.2025.108403","title":"Shear behavior of lightweight engineered cementitious composite RC beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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":"McMaster University; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Cairo University","keywords":"Materials science; Shear (geology); Composite number; Structural engineering; Cementitious; Composite material; Cement; Engineering","score_opus":0.005548149858983058,"score_gpt":0.22609463677267638,"score_spread":0.22054648691369333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407755498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979651,0.000075993165,0.00073244073,0.000010865911,0.0000063262296,0.0000038433036,0.00010501198,0.000029540382,0.0010709104],"genre_scores_gemma":[0.9981798,0.000039540017,0.00031377064,0.000006738512,0.0000016114141,0.0000028666736,0.00007741825,0.0000067647566,0.0013714451],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984646,0.00001661342,0.00000791956,0.000027097669,0.000068641464,0.000033327462],"domain_scores_gemma":[0.9995883,0.00011423168,0.0001052472,0.000026416572,0.0001274862,0.00003838493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030115823,0.00025026858,0.0001411784,0.00046505677,0.0001886193,0.00023350293,0.00021791291,0.0002624637,0.002866409],"category_scores_gemma":[0.0004768705,0.00016988812,0.00014215344,0.00024313662,0.00033737373,0.00019964497,0.00015266189,0.0002455862,0.00037209442],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000585393,0.00006480386,0.0038020296,0.000039819246,0.000012483226,0.00013433526,0.00021190694,0.010432157,0.9791282,0.0006736293,0.00021158988,0.004703738],"study_design_scores_gemma":[0.00002331106,0.0009181565,0.045604188,0.000029149165,0.0000344834,0.000095776806,0.00029282612,0.07821353,0.8728392,0.00018189082,0.001730876,0.000036642123],"about_ca_topic_score_codex":0.00209874,"about_ca_topic_score_gemma":0.0029872935,"teacher_disagreement_score":0.002866409,"about_ca_system_score_codex":0.00030956516,"about_ca_system_score_gemma":0.00025242896,"threshold_uncertainty_score":0.009589136},"labels":[],"label_agreement":null},{"id":"W4407869123","doi":"10.1016/j.conbuildmat.2025.140452","title":"The role of fiber surface treatment on improving mechanical performance of cementitious composites","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Fiber","score_opus":0.004681964723669273,"score_gpt":0.20673272715937413,"score_spread":0.20205076243570486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407869123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99705756,0.00090519775,0.0013845814,0.000014676207,0.000011654685,0.000012384656,0.000033098615,0.000021972488,0.000558966],"genre_scores_gemma":[0.9975967,0.0004964377,0.0013258271,0.00001224003,0.0000047499707,0.0000088586485,0.00003350988,0.000009730992,0.00051199226],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998815,0.000013990287,0.000008063967,0.000023521785,0.00004492875,0.000027985285],"domain_scores_gemma":[0.99988306,0.000020939224,0.000036834885,0.000008397704,0.000035647503,0.000015170269],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013790965,0.0005623335,0.0002046214,0.00023784768,0.00015044212,0.0002184946,0.00013275705,0.00026216457,0.0004947942],"category_scores_gemma":[0.00017320046,0.00014897081,0.0002542606,0.00012547683,0.00016207734,0.00024076726,0.00014171805,0.00035324978,0.0001527117],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021445772,0.000012004099,0.00013252543,0.000027832753,0.0000029668283,0.00001461447,0.0000077516115,0.00010409196,0.99831617,0.000011101288,0.00000427242,0.0013452078],"study_design_scores_gemma":[0.0000015132799,0.00023224138,0.0024494457,0.000002817183,0.000012046117,0.000023399623,0.000011315168,0.00045195373,0.9965107,0.0000062692734,0.000295021,0.0000032667058],"about_ca_topic_score_codex":0.0006587724,"about_ca_topic_score_gemma":0.0016932946,"teacher_disagreement_score":0.0006587724,"about_ca_system_score_codex":0.00012565823,"about_ca_system_score_gemma":0.00014258106,"threshold_uncertainty_score":0.0016552806},"labels":[],"label_agreement":null},{"id":"W4407883819","doi":"10.1016/j.istruc.2025.108491","title":"Shear behavior of reinforced slag-based geopolymer concrete T-shaped beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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":"National Research Foundation of Korea; National Natural Science Foundation of China","keywords":"Materials science; Geopolymer cement; Shear (geology); Geopolymer; Composite material; Structural engineering; Slag (welding); Fly ash; Engineering","score_opus":0.007908895401169245,"score_gpt":0.24333607809340918,"score_spread":0.23542718269223994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407883819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987514,0.00005600873,0.0005438068,0.0000071389745,0.000004426438,0.0000024042429,0.000060008428,0.000015490255,0.0005592283],"genre_scores_gemma":[0.9989716,0.00003663438,0.00020020826,0.0000035047651,7.168068e-7,0.0000016837711,0.000044658573,0.0000028173506,0.00073818],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988484,0.000012292534,0.0000055478226,0.000022075388,0.00004512837,0.000030043579],"domain_scores_gemma":[0.9997067,0.00006996683,0.000074195865,0.000016238564,0.000098264216,0.00003450909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022494099,0.00025184,0.00013313483,0.00035860343,0.00015213918,0.00018200476,0.00021131702,0.0002824401,0.002298851],"category_scores_gemma":[0.00034273101,0.00016246446,0.00014920167,0.00022506608,0.00032673872,0.0001687866,0.0001411593,0.0001868458,0.0003439255],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005330505,0.000051097428,0.0054074046,0.000043808686,0.000014051136,0.00014840653,0.00021917968,0.017155647,0.971438,0.0005029845,0.0001495203,0.004336889],"study_design_scores_gemma":[0.000025640646,0.0013063486,0.05508512,0.00003639908,0.00003675313,0.00009982345,0.000422738,0.085583284,0.8559797,0.00016256406,0.0012278348,0.000033904125],"about_ca_topic_score_codex":0.0020354523,"about_ca_topic_score_gemma":0.003232483,"teacher_disagreement_score":0.002298851,"about_ca_system_score_codex":0.00022449641,"about_ca_system_score_gemma":0.00024293271,"threshold_uncertainty_score":0.0076904297},"labels":[],"label_agreement":null},{"id":"W4408097676","doi":"10.1016/j.conbuildmat.2025.140586","title":"Effect of treated industrial wastewater and metalized plastic waste fiber on workability, mechanical properties and durability of self-compacting concrete","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Durability; Materials science; Composite material; Plastic waste; Fiber; Waste management; Engineering","score_opus":0.016462681461106684,"score_gpt":0.23240154651975797,"score_spread":0.21593886505865129,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408097676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932456,0.00019523286,0.00016411103,0.000012551913,0.000015726939,0.0000042980873,0.000056310775,0.000006430846,0.00022082626],"genre_scores_gemma":[0.9988432,0.00012623511,0.00020060987,0.000018851619,0.000004786506,0.0000038252883,0.00007324304,0.0000056261456,0.00072359014],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995608,0.000086192165,0.00005894725,0.000086161584,0.00007831467,0.00012962936],"domain_scores_gemma":[0.999302,0.00030121644,0.00012123178,0.00004957888,0.00012408552,0.00010171607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036903372,0.00044304377,0.00048229797,0.00024539008,0.00032781268,0.000493418,0.00031473098,0.0006498546,0.0012665946],"category_scores_gemma":[0.0007641482,0.0002668394,0.0006794248,0.00031814934,0.00049383915,0.00046036753,0.00019590431,0.0005572514,0.00020980548],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007831325,0.0007565771,0.0035081296,0.00021777465,0.00010780699,0.00027572253,0.0002279192,0.0014755368,0.98082674,0.000083295025,0.0000918301,0.0045973705],"study_design_scores_gemma":[0.000028194434,0.0019036699,0.008966738,0.0000065841696,0.00007325742,0.000056834302,0.00013989327,0.0014161263,0.9870358,0.000030492576,0.00032313413,0.000019162335],"about_ca_topic_score_codex":0.004607481,"about_ca_topic_score_gemma":0.0050718375,"teacher_disagreement_score":0.004607481,"about_ca_system_score_codex":0.00042183138,"about_ca_system_score_gemma":0.0004482002,"threshold_uncertainty_score":0.0091612935},"labels":[],"label_agreement":null},{"id":"W4408306368","doi":"10.1016/j.istruc.2025.108547","title":"Predicting shear strength of hollow pretensioned spun precast concrete pile using machine learning models","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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 Calgary","funders":"Masdar Institute of Science and Technology","keywords":"Precast concrete; Pile; Structural engineering; Shear (geology); Materials science; Shear strength (soil); Geotechnical engineering; Engineering; Composite material; Geology","score_opus":0.019834344335624574,"score_gpt":0.237871703699237,"score_spread":0.2180373593636124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408306368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9511875,0.0003255992,0.044746418,0.0001415131,0.00003852494,0.00004160616,0.00113873,0.0011533644,0.001226784],"genre_scores_gemma":[0.98608345,0.000075406446,0.0114268875,0.00001648926,0.000007767182,0.000022348382,0.0018706184,0.000016133577,0.0004808704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997681,0.00004354316,0.000018047389,0.000067227455,0.00006043231,0.00004272634],"domain_scores_gemma":[0.9991543,0.00036318394,0.00010794853,0.000091073496,0.00022002794,0.00006348612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007002258,0.0011471518,0.0005556658,0.0013900633,0.00022824343,0.0005483439,0.0008647009,0.0008817095,0.00066415133],"category_scores_gemma":[0.0017066492,0.00031483753,0.0010704354,0.0007281503,0.00033216857,0.00060115027,0.00042637816,0.00070488174,0.00048047237],"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":[0.0000811954,0.000102419515,0.009866347,0.00003773975,0.000032989756,0.000068551235,0.000014054354,0.96111083,0.0022925006,0.00010880678,0.0004903137,0.025794232],"study_design_scores_gemma":[0.0000019031996,0.000023374743,0.0019747321,0.0000032003202,0.0000046338328,0.0000060703323,0.00000794054,0.9967259,0.0011164779,0.00007444442,0.000057393903,0.0000039610895],"about_ca_topic_score_codex":0.011896157,"about_ca_topic_score_gemma":0.011403138,"teacher_disagreement_score":0.011896157,"about_ca_system_score_codex":0.0006130046,"about_ca_system_score_gemma":0.0007111914,"threshold_uncertainty_score":0.023653865},"labels":[],"label_agreement":null},{"id":"W4408320702","doi":"10.1155/amse/9962596","title":"Effect of Abaca Fiber and Basalt Fiber in Mono and Hybrid Incorporating in Improving the Mechanical Properties of Self‐Compacting Concrete","year":2025,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Basalt fiber; Fiber; Composite material","score_opus":0.004283892600423608,"score_gpt":0.21637662415646688,"score_spread":0.21209273155604327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408320702","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998475,0.00074336835,0.0002851196,0.0000092838,0.000009125993,0.0000122053625,0.000047744747,0.000010713261,0.0004072567],"genre_scores_gemma":[0.9964683,0.00075306825,0.0017222188,0.000014744936,0.000005349233,0.000011560857,0.000055037755,0.0000075185767,0.0009621919],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978095,0.000033183645,0.000021782631,0.00006255489,0.00006900951,0.000032448348],"domain_scores_gemma":[0.99971205,0.000040628096,0.00010472894,0.000012096704,0.000058211328,0.00007232616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025661907,0.00049145217,0.00026043414,0.0005826059,0.00016013623,0.0003448241,0.00019680297,0.0002798108,0.0007408755],"category_scores_gemma":[0.0002923933,0.00020461672,0.0002451927,0.00026737904,0.00021200541,0.00032824016,0.0002048494,0.00039835204,0.00012437695],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004827137,0.00022929654,0.00084555283,0.00015523903,0.00002548512,0.000055600314,0.000036213714,0.00036044623,0.9941717,0.000041179348,0.000019152001,0.003577388],"study_design_scores_gemma":[0.000014077929,0.0029583164,0.008582431,0.00003332152,0.00011038587,0.00008660073,0.00007088274,0.00082208304,0.9856257,0.000016267948,0.0016667778,0.000013192767],"about_ca_topic_score_codex":0.0015604538,"about_ca_topic_score_gemma":0.004776752,"teacher_disagreement_score":0.0015604538,"about_ca_system_score_codex":0.00021090094,"about_ca_system_score_gemma":0.00016563335,"threshold_uncertainty_score":0.0031027198},"labels":[],"label_agreement":null},{"id":"W4408321408","doi":"10.3390/ma18061245","title":"Eco-Efficient Fiber-Reinforced Concrete: From Mix Design to Fresh and Hardened State Behavior","year":2025,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":"École de Technologie Supérieure; University of Ottawa","funders":"","keywords":"Materials science; Slump; Flexural strength; Cement; Composite material; Compressive strength; Portland cement; Polypropylene; Rheology; Fiber; Fiber-reinforced concrete","score_opus":0.012686828848238145,"score_gpt":0.23481908627631323,"score_spread":0.22213225742807508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408321408","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986022,0.00042013108,0.0126818335,0.000012478511,0.000006082051,0.00004534815,0.00005533497,0.000070345726,0.0006863015],"genre_scores_gemma":[0.9885232,0.0002201852,0.010633347,0.000007849961,0.0000024685642,0.000036815527,0.00005798439,0.00001615327,0.0005018765],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978524,0.00002719493,0.000018739847,0.000053144282,0.00009146448,0.000024256738],"domain_scores_gemma":[0.999841,0.000021382572,0.00007181392,0.000009426407,0.000032165848,0.000024132405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034971355,0.0004237993,0.00024456278,0.0004993853,0.0001327273,0.00040685458,0.00032101423,0.00026226506,0.00044890554],"category_scores_gemma":[0.00023232836,0.00021902607,0.00025362193,0.0002170327,0.0001924061,0.00039443083,0.00035839924,0.00024250921,0.000162794],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022121928,0.0000919869,0.0019757377,0.00010412334,0.0000165957,0.00004182565,0.000036588186,0.0060895495,0.98173714,0.00028448165,0.000022716844,0.009378079],"study_design_scores_gemma":[0.000021448779,0.0013538675,0.006189408,0.000009835187,0.000063667416,0.00008526273,0.00003549036,0.019553388,0.97074,0.00008786127,0.0018395187,0.000020322756],"about_ca_topic_score_codex":0.00053981296,"about_ca_topic_score_gemma":0.0018470364,"teacher_disagreement_score":0.00053981296,"about_ca_system_score_codex":0.00033080997,"about_ca_system_score_gemma":0.00023697346,"threshold_uncertainty_score":0.0024001598},"labels":[],"label_agreement":null},{"id":"W4408353040","doi":"10.1016/j.dental.2025.01.068","title":"Effect of Materials Thickness and Irradiance on Resin Cements Conversion","year":2025,"lang":"en","type":"article","venue":"Dental Materials","topic":"Innovative concrete reinforcement 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":"Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Materials science; Irradiance; Composite material; Optics","score_opus":0.004473372588317491,"score_gpt":0.23443603903995722,"score_spread":0.22996266645163974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408353040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962435,0.0007888328,0.0006027669,0.000025258638,0.000025508582,0.000013854736,0.00011811651,0.00003596655,0.002146229],"genre_scores_gemma":[0.9971136,0.00040622268,0.0007920036,0.000036469188,0.000011125847,0.0000071963186,0.000051160692,0.000027809141,0.0015543945],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999736,0.000058543425,0.000022210832,0.00006176133,0.000057200083,0.000064300686],"domain_scores_gemma":[0.99884355,0.00072901143,0.00014748312,0.000060893035,0.00012858187,0.00009040353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041231577,0.0004267577,0.00024887588,0.00019932467,0.00017318477,0.0003673946,0.00027897517,0.0003445921,0.004790902],"category_scores_gemma":[0.00087877404,0.00038345804,0.0002697236,0.00027572538,0.00035552654,0.00041829274,0.00022385328,0.0005318829,0.00048068105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00355007,0.00021489315,0.0025729428,0.00019345577,0.000030935982,0.00018416825,0.00016110124,0.0013587055,0.9849568,0.00014160264,0.00012819038,0.0065071923],"study_design_scores_gemma":[0.000027494973,0.0007486803,0.012090777,0.000012694422,0.000061657716,0.00005360585,0.00012071041,0.00097632123,0.9851158,0.000033023178,0.0007466664,0.0000126417835],"about_ca_topic_score_codex":0.0013151454,"about_ca_topic_score_gemma":0.0021101336,"teacher_disagreement_score":0.004790902,"about_ca_system_score_codex":0.00025233632,"about_ca_system_score_gemma":0.00026912792,"threshold_uncertainty_score":0.016027153},"labels":[],"label_agreement":null},{"id":"W4408505827","doi":"10.1080/19648189.2025.2477073","title":"Durability assessment of masonry specimens built with waste fibre added cementitious composite in acidic environment","year":2025,"lang":"en","type":"article","venue":"European Journal of Environmental and Civil engineering","topic":"Innovative concrete reinforcement 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":"Durability; Masonry; Cementitious; Composite number; Cement; Composite material; Materials science; Geotechnical engineering; Waste management; Structural engineering; Engineering","score_opus":0.004322581382106256,"score_gpt":0.1761079396292103,"score_spread":0.17178535824710406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408505827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99817574,0.0006596094,0.000560673,0.00000841946,0.000009574067,0.000008286692,0.000077336175,0.000013592876,0.00048675103],"genre_scores_gemma":[0.99693525,0.00044739415,0.0010469194,0.000014955801,0.000004643335,0.000014066835,0.00014107939,0.000010578231,0.0013851789],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998497,0.000015397944,0.000017598306,0.000029449759,0.00006364649,0.0000241614],"domain_scores_gemma":[0.9995925,0.000054617536,0.00013284035,0.00002911616,0.0001393551,0.00005167422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030698586,0.0003655686,0.00020459059,0.00045531004,0.00022247277,0.0001634859,0.00019260655,0.00033087275,0.0008289405],"category_scores_gemma":[0.00028679037,0.00020887652,0.00024236314,0.0002710205,0.00022245242,0.0002594235,0.00018422196,0.00034100914,0.0001675912],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061229395,0.00001954107,0.0013807149,0.00006939536,0.0000059217764,0.00014123156,0.00012408647,0.00016610797,0.99675214,0.000017024546,0.000011864779,0.0012508219],"study_design_scores_gemma":[0.00000486933,0.0013190401,0.047857948,0.000025722744,0.000056211935,0.00044331382,0.0004231395,0.000868396,0.94792056,0.000031013704,0.0010303527,0.000019428919],"about_ca_topic_score_codex":0.0008838089,"about_ca_topic_score_gemma":0.0027444605,"teacher_disagreement_score":0.0008838089,"about_ca_system_score_codex":0.00010758526,"about_ca_system_score_gemma":0.000097425946,"threshold_uncertainty_score":0.002773106},"labels":[],"label_agreement":null},{"id":"W4409446843","doi":"10.1016/j.engstruct.2025.120276","title":"Generative adversarial network approach for predicting tensile behavior and failure pattern of fiber-reinforced cementitious matrices","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"University of Guelph; Arup Group (Canada); McMaster University","funders":"","keywords":"Ultimate tensile strength; Structural engineering; Adversarial system; Cementitious; Generative grammar; Fiber; Materials science; Composite material; Computer science; Engineering; Artificial intelligence","score_opus":0.005261492952402123,"score_gpt":0.2070365430175762,"score_spread":0.20177505006517407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409446843","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":[0.18884605,0.00059966167,0.80613285,0.0004582923,0.00007789201,0.00006377016,0.00041521512,0.0006355639,0.002770668],"genre_scores_gemma":[0.9636988,0.0002299918,0.032659158,0.00012499394,0.000031659678,0.00006750194,0.00048354382,0.00003408236,0.0026702208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999785,0.000086614644,0.0000072961298,0.00005734835,0.00003789468,0.000025904648],"domain_scores_gemma":[0.9990884,0.00063490076,0.00010874693,0.000050556922,0.000091570684,0.000025855166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008611045,0.00073646253,0.00040030488,0.00049180485,0.00015464108,0.00035672451,0.00065312115,0.000651384,0.0009354914],"category_scores_gemma":[0.0017693461,0.00030160445,0.000602301,0.00025075392,0.00055327016,0.00044805906,0.00049988827,0.0009570021,0.00020499203],"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":[0.000035164303,0.000014808404,0.0011854188,0.00001650729,0.000016646582,0.000041026287,0.000015329351,0.98659605,0.0013028961,0.0011310148,0.00025967916,0.009385415],"study_design_scores_gemma":[7.288355e-7,0.000006348695,0.00016405979,0.0000015981598,0.0000020176271,0.0000054357515,0.0000016399941,0.99891067,0.00029066668,0.00055679557,0.00005830684,0.0000017374749],"about_ca_topic_score_codex":0.0036881051,"about_ca_topic_score_gemma":0.0037762707,"teacher_disagreement_score":0.0036881051,"about_ca_system_score_codex":0.00050535466,"about_ca_system_score_gemma":0.0003251096,"threshold_uncertainty_score":0.0073332787},"labels":[],"label_agreement":null},{"id":"W4409576540","doi":"10.61091/jcmcc127a-146","title":"Analysis of Micromechanical Behavior and Adaptive Optimization Algorithm for High Performance Concrete with Complex Mineral Admixtures for Bridges","year":2025,"lang":"en","type":"article","venue":"Journal of Combinatorial Mathematics and Combinatorial Computing","topic":"Innovative concrete reinforcement 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; Optimization algorithm; Materials science; Structural engineering; Algorithm; Mathematical optimization; Engineering; Mathematics","score_opus":0.012653406855561712,"score_gpt":0.24593549608017307,"score_spread":0.23328208922461136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409576540","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":[0.10300985,0.0004582317,0.89159894,0.00025277687,0.000038829858,0.000069990194,0.000029672277,0.0003070683,0.0042346055],"genre_scores_gemma":[0.8282959,0.0002843979,0.16719912,0.00008298961,0.000024427325,0.00025757338,0.0001147628,0.000055683442,0.0036851463],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997985,0.000050759252,0.00001206053,0.000048933318,0.00005484119,0.00003498147],"domain_scores_gemma":[0.9997359,0.00014318123,0.000028774599,0.000012159277,0.00006362736,0.000016360316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000579788,0.00075007055,0.0005684616,0.00043363005,0.00042432017,0.00052018446,0.00056122703,0.00089415885,0.0015696334],"category_scores_gemma":[0.0010632707,0.00035172232,0.0006213413,0.00033366092,0.00039249667,0.00046071457,0.00052851666,0.0006314023,0.00013837926],"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":[0.00002032389,0.000020646092,0.0006330925,0.000028952236,0.000019197987,0.000024967623,0.00002534398,0.9822442,0.0014379885,0.0013884893,0.00021615706,0.013940534],"study_design_scores_gemma":[0.0000019595404,0.000009128126,0.000072032286,0.0000010119937,0.000001867123,0.0000021198437,0.0000031037225,0.9995603,0.0001249729,0.00016454331,0.000058026915,0.0000010350168],"about_ca_topic_score_codex":0.009196049,"about_ca_topic_score_gemma":0.006779107,"teacher_disagreement_score":0.009196049,"about_ca_system_score_codex":0.00066967367,"about_ca_system_score_gemma":0.0012364944,"threshold_uncertainty_score":0.018285036},"labels":[],"label_agreement":null},{"id":"W4409765662","doi":"10.3390/s25092703","title":"An Evaluation of the Acoustic Activity Emitted in Fiber-Reinforced Concrete Under Flexure at Low Temperature","year":2025,"lang":"en","type":"article","venue":"Sensors","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland; Kinectrics (Canada)","funders":"","keywords":"Materials science; Composite material; Fiber; Acoustic emission; Cracking; Bending","score_opus":0.012553769244901614,"score_gpt":0.2631153521786072,"score_spread":0.2505615829337056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409765662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99785787,0.0002638922,0.0015335997,0.0000075630496,0.0000037715074,0.000007579122,0.000049130635,0.000010806544,0.00026572714],"genre_scores_gemma":[0.9982816,0.00020973134,0.000955005,0.0000088351735,0.000003084377,0.000009040821,0.00006929918,0.000007175209,0.00045629436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973756,0.000021969108,0.000011780745,0.000053386488,0.0001448398,0.000030424446],"domain_scores_gemma":[0.9997634,0.000031597017,0.00007432005,0.000012088065,0.00009150654,0.000026962412],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023103677,0.00034067352,0.00024064447,0.00031055574,0.00013822838,0.00020642288,0.00016864616,0.00026782553,0.0005546195],"category_scores_gemma":[0.00030348366,0.00013849356,0.00021809124,0.00016565058,0.00024612324,0.00028289584,0.00018905757,0.00028358662,0.00013620338],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006136448,0.000008329606,0.002886343,0.000032365962,0.000006885363,0.00005332445,0.000038436963,0.00025055322,0.99506986,0.0000094455945,0.0000061750493,0.0015770294],"study_design_scores_gemma":[0.0000034571594,0.00062337425,0.07782749,0.000012744496,0.000039105267,0.0002231097,0.0001936334,0.0021892753,0.91831565,0.000025004632,0.0005282107,0.00001885414],"about_ca_topic_score_codex":0.0008446062,"about_ca_topic_score_gemma":0.0014525037,"teacher_disagreement_score":0.0008446062,"about_ca_system_score_codex":0.00014423676,"about_ca_system_score_gemma":0.00011928559,"threshold_uncertainty_score":0.0018553734},"labels":[],"label_agreement":null},{"id":"W4409799822","doi":"10.11159/icsect25.168","title":"Effect of 3-Chloro-2-Chloromethyl-1-Propene Modified Polypropylene Fibers on Compressive Strength Performance in Cementitious Systems","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Bursa Uludağ Üniversitesi","keywords":"Polypropylene; Compressive strength; Propene; Materials science; Cementitious; Composite material; Cement; Chemistry; Organic chemistry; Catalysis","score_opus":0.003474734638954827,"score_gpt":0.18793870841612337,"score_spread":0.18446397377716853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99906224,0.0003927424,0.00016433604,0.000008004552,0.000007493008,0.000006536066,0.000033623954,0.0000085396905,0.00031660474],"genre_scores_gemma":[0.9986204,0.00030929717,0.0004362825,0.000010508048,0.000004448344,0.000005591314,0.000055992412,0.000005784453,0.0005517774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998448,0.000026008782,0.000014758598,0.000031547315,0.000041590425,0.000041197123],"domain_scores_gemma":[0.9996803,0.00009747138,0.00008941867,0.000021154641,0.000047961606,0.00006385864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017536577,0.00036120194,0.0001641875,0.00016980115,0.00010746192,0.00018732333,0.00018422338,0.00026408146,0.0009090049],"category_scores_gemma":[0.00032012427,0.00016534506,0.000239972,0.00012282675,0.0001486181,0.00020055429,0.000113213435,0.0003804869,0.00018460475],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026677438,0.000042907555,0.00017708325,0.00003803574,0.000008191589,0.000035959558,0.000014269445,0.00012082525,0.9987017,0.00000708808,0.000006809659,0.0005803676],"study_design_scores_gemma":[0.000004487898,0.00067974854,0.0026427226,0.0000029106882,0.000011118942,0.000021092157,0.000011131992,0.00025858145,0.99617827,0.0000020416185,0.00018412799,0.0000036926795],"about_ca_topic_score_codex":0.001155358,"about_ca_topic_score_gemma":0.0017709201,"teacher_disagreement_score":0.001155358,"about_ca_system_score_codex":0.00011284795,"about_ca_system_score_gemma":0.000115846524,"threshold_uncertainty_score":0.0030409098},"labels":[],"label_agreement":null},{"id":"W4409799847","doi":"10.11159/icsect25.115","title":"Synergistic Impact of Sustainable Graphene Derivative and Dune Sandon Cement Mortars","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Khalifa University of Science, Technology and Research","keywords":"Cement; Mortar; Graphene; Derivative (finance); Environmental science; Materials science; Composite material; Nanotechnology; Business","score_opus":0.0032209252920164396,"score_gpt":0.19583046583001704,"score_spread":0.19260954053800058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99752957,0.00073676236,0.0004226652,0.000024979458,0.000017859797,0.000012159385,0.000071856746,0.000023120143,0.001161129],"genre_scores_gemma":[0.997661,0.0005106729,0.0007600672,0.0000186888,0.0000029902876,0.00000555361,0.000045201305,0.0000053536596,0.0009904078],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991655,0.000011398854,0.0000047410035,0.000014767993,0.000031234158,0.00002127325],"domain_scores_gemma":[0.9999356,0.000012780193,0.000014922848,0.0000056420026,0.000013475011,0.000017543582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000078324425,0.00036652893,0.00020490098,0.00029456482,0.00012513211,0.00022576738,0.00014064834,0.00020841083,0.001056244],"category_scores_gemma":[0.00011962744,0.00009676394,0.00023678354,0.0001535602,0.00016226366,0.0001909362,0.00025138014,0.00026135772,0.00012266464],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016905437,0.00005158749,0.0004021105,0.000112526235,0.000019209083,0.00007640733,0.000014376474,0.00039637918,0.994635,0.000071981216,0.000031035062,0.004020361],"study_design_scores_gemma":[0.0000037942525,0.0006235611,0.002180255,0.000005886211,0.000033117816,0.0000407205,0.000026900085,0.00039787363,0.9953685,0.00001837622,0.001294937,0.0000062338677],"about_ca_topic_score_codex":0.0009245899,"about_ca_topic_score_gemma":0.004670342,"teacher_disagreement_score":0.001056244,"about_ca_system_score_codex":0.00017935294,"about_ca_system_score_gemma":0.00018567666,"threshold_uncertainty_score":0.0035335422},"labels":[],"label_agreement":null},{"id":"W4409799891","doi":"10.11159/icsect25.173","title":"Ductility and Strain Behaviour of Ultra-high Performance Fiber Reinforced Concrete Beam Containing Coarse Aggregate under Shear Load","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Aggregate (composite); Ductility (Earth science); Shear (geology); Beam (structure); Structural engineering; Creep; Engineering","score_opus":0.005222875823437454,"score_gpt":0.19008344108462022,"score_spread":0.18486056526118277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990226,0.000078704856,0.00058027316,0.0000054128895,0.0000016090416,0.0000024126903,0.000058828773,0.000017706607,0.00023247156],"genre_scores_gemma":[0.99881697,0.00006378621,0.0004063336,0.0000066175057,0.0000011437814,0.0000049177215,0.00007744729,0.0000042053157,0.0006185881],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997675,0.00002112306,0.000016751552,0.000037148533,0.00012815004,0.00002928566],"domain_scores_gemma":[0.9996263,0.000069856134,0.00012623065,0.000035073313,0.00011258268,0.000029990755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027516263,0.000248674,0.00015872988,0.0004627597,0.00015830196,0.00012669667,0.00019433077,0.00031283795,0.0014069732],"category_scores_gemma":[0.00022287149,0.00018726618,0.00019699767,0.00026754785,0.00023830801,0.00020507904,0.00014550945,0.00019645914,0.00025310012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015910187,0.000020798869,0.010578249,0.00004359212,0.000010741604,0.000137532,0.000113852,0.0023007237,0.98257464,0.000033890352,0.000026444295,0.004000452],"study_design_scores_gemma":[0.000008794268,0.001225181,0.21157166,0.000019593916,0.000035277626,0.0003259492,0.0002530714,0.008924418,0.77682954,0.00006206355,0.00071994046,0.000024471032],"about_ca_topic_score_codex":0.00112933,"about_ca_topic_score_gemma":0.0032096424,"teacher_disagreement_score":0.0014069732,"about_ca_system_score_codex":0.00013681856,"about_ca_system_score_gemma":0.00009156932,"threshold_uncertainty_score":0.0047068},"labels":[],"label_agreement":null},{"id":"W4409799936","doi":"10.11159/icgre25.140","title":"Application of the Kondner model for Predicting Peak Shear Strength in Multistage Direct Shear Tests","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Bundesministerium für Bildung und Forschung","keywords":"Shear (geology); Direct shear test; Materials science; Geology; Composite material","score_opus":0.004884971087420536,"score_gpt":0.2010731695146422,"score_spread":0.19618819842722168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799936","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":[0.092557915,0.00021696516,0.9022831,0.000113369526,0.000028472772,0.000079747624,0.00015202063,0.00044229664,0.004126153],"genre_scores_gemma":[0.94235575,0.00025552054,0.050453484,0.00003929581,0.000012948637,0.0001947076,0.00015405605,0.00007558692,0.0064587104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975616,0.000051273146,0.000016182352,0.00005978658,0.00008473595,0.00003180672],"domain_scores_gemma":[0.99971217,0.0001423522,0.000041775744,0.000025617543,0.00006486058,0.000013189121],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045003582,0.0007709361,0.0007071371,0.00041709148,0.00026522146,0.0005666823,0.0013311761,0.001080693,0.0008119963],"category_scores_gemma":[0.0009136534,0.00047185775,0.00064280245,0.00024481706,0.00033086987,0.00064554863,0.00054445636,0.00065239077,0.0003285993],"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":[0.000009192646,0.000012242194,0.0003677947,0.0000073310293,0.0000046691785,0.000020130696,0.000008986063,0.99370205,0.0015155324,0.0006115306,0.000049027418,0.00369148],"study_design_scores_gemma":[8.818126e-7,0.000004707669,0.00007039575,8.220604e-7,0.0000011461028,0.0000025571928,0.0000011300269,0.99941635,0.00028496876,0.00016119478,0.00005367129,0.0000021930894],"about_ca_topic_score_codex":0.014713011,"about_ca_topic_score_gemma":0.011123178,"teacher_disagreement_score":0.014713011,"about_ca_system_score_codex":0.000766536,"about_ca_system_score_gemma":0.0009791721,"threshold_uncertainty_score":0.029254735},"labels":[],"label_agreement":null},{"id":"W4409799937","doi":"10.11159/icsect25.158","title":"Machine Learning Prediction of Headed Stud Shear Resistance in Profiled Corrugated Sheets for Steel-Concrete Composite Slabs","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Innovative concrete reinforcement 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":"Composite number; Structural engineering; Materials science; Composite material; Shear (geology); Engineering","score_opus":0.005487671299429756,"score_gpt":0.19119465835063482,"score_spread":0.18570698705120506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89091635,0.00018722613,0.10673821,0.00008398663,0.00003729629,0.000033366563,0.00017114475,0.0009957498,0.00083671126],"genre_scores_gemma":[0.98805875,0.00003307534,0.011221345,0.000009137215,0.000004643459,0.000017978515,0.00020540284,0.000012208756,0.0004374716],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978095,0.00004784751,0.000011887865,0.000056388202,0.00006428585,0.000038670056],"domain_scores_gemma":[0.9993979,0.00030884243,0.00008255224,0.000032778258,0.0001490283,0.000028934019],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079184346,0.0007827299,0.0004667486,0.00085065403,0.00025204706,0.00041585971,0.0005303809,0.0006575142,0.0005167437],"category_scores_gemma":[0.0013752196,0.00026359645,0.0005530295,0.00038718092,0.00025007493,0.00031474177,0.0002279229,0.0005794548,0.00027236642],"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":[0.000092247814,0.0001458656,0.009077077,0.000035325917,0.000017436305,0.00006836812,0.00002234847,0.9410548,0.0056693973,0.00013649122,0.00042517277,0.043255482],"study_design_scores_gemma":[0.0000010595497,0.000018439257,0.0016899141,0.0000015111201,0.0000016909755,0.0000030934516,0.000004127493,0.9972792,0.00092479767,0.00004683005,0.000027128523,0.0000021811886],"about_ca_topic_score_codex":0.008191962,"about_ca_topic_score_gemma":0.0079286685,"teacher_disagreement_score":0.008191962,"about_ca_system_score_codex":0.0004549018,"about_ca_system_score_gemma":0.00061412214,"threshold_uncertainty_score":0.016288579},"labels":[],"label_agreement":null},{"id":"W4409892893","doi":"10.3390/jcs9050211","title":"Performance Evaluation of Current Design Models in Predicting Shear Resistance of UHPC Girders","year":2025,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Innovative concrete reinforcement 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":"Girder; Current (fluid); Structural engineering; Shear (geology); Engineering; Geotechnical engineering; Materials science; Composite material; Electrical engineering","score_opus":0.05009357987423411,"score_gpt":0.3065601019792799,"score_spread":0.2564665221050458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409892893","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79595464,0.0007158827,0.1951473,0.00010654847,0.00004062152,0.000111649395,0.0009549509,0.0018137137,0.005154722],"genre_scores_gemma":[0.9649666,0.0002556098,0.03290445,0.000016300184,0.000008048902,0.00010478918,0.000664264,0.000086348526,0.0009936158],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867994,0.00038543664,0.000097227596,0.00026895988,0.00049131474,0.00007709291],"domain_scores_gemma":[0.9975439,0.0012762531,0.00033476859,0.00024816347,0.00054219656,0.00005483485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028475474,0.0014468885,0.0006750691,0.0015560499,0.00037443527,0.0009402891,0.0014566047,0.0011874117,0.0011393223],"category_scores_gemma":[0.0039856476,0.0004835231,0.0008548599,0.00073197024,0.00032245187,0.00075318554,0.00049180386,0.0005273706,0.00051387004],"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":[0.00022090609,0.00017086505,0.016790967,0.00013684947,0.000055550747,0.000055778488,0.00012372767,0.91441447,0.003785901,0.00041371238,0.0003390858,0.06349217],"study_design_scores_gemma":[0.000010535853,0.00019126106,0.0049872594,0.000030311632,0.000027640435,0.000032569325,0.00004219586,0.9890949,0.00489824,0.00013236105,0.000533826,0.000018853492],"about_ca_topic_score_codex":0.011560226,"about_ca_topic_score_gemma":0.010286025,"teacher_disagreement_score":0.011560226,"about_ca_system_score_codex":0.0011858377,"about_ca_system_score_gemma":0.0010340558,"threshold_uncertainty_score":0.022985876},"labels":[],"label_agreement":null},{"id":"W4410360711","doi":"10.3390/buildings15101656","title":"Experimental Study on Punching Shear Behavior of Ultra-High-Performance Concrete (UHPC) Slabs","year":2025,"lang":"en","type":"article","venue":"Buildings","topic":"Innovative concrete reinforcement 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":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Structural engineering; Punching; Materials science; Shear (geology); Composite material; Engineering","score_opus":0.012512299443688061,"score_gpt":0.2602328320326786,"score_spread":0.24772053258899054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410360711","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955064,0.000101511854,0.0037861336,0.0000084353505,0.000005244866,0.000026435304,0.00012344599,0.00004770809,0.00039476747],"genre_scores_gemma":[0.99481803,0.000121606296,0.0042173965,0.0000066916004,0.0000030501867,0.000020018737,0.000099634075,0.000008491038,0.0007050014],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999514,0.00006481545,0.000036794612,0.00009263512,0.00023317357,0.000058612422],"domain_scores_gemma":[0.9990163,0.00027762598,0.00016590836,0.00015495803,0.0003217586,0.00006343777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071064057,0.0005725662,0.00029961093,0.00032904098,0.0003068621,0.00016109218,0.00041422315,0.00061809807,0.0022751896],"category_scores_gemma":[0.00078879297,0.0002760147,0.00018819087,0.00030807714,0.000468575,0.00036801188,0.00031569984,0.0004740463,0.00036117114],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026965988,0.00014435395,0.0026069728,0.00012238583,0.0000079101055,0.00012627788,0.0002499246,0.005293425,0.98631996,0.00010072331,0.00004138639,0.0047170133],"study_design_scores_gemma":[0.000019655708,0.0034393189,0.018043194,0.000024131972,0.000022930551,0.00013319615,0.0002852677,0.011997129,0.96516764,0.000064478954,0.00077888666,0.000024178411],"about_ca_topic_score_codex":0.0009108203,"about_ca_topic_score_gemma":0.0021600206,"teacher_disagreement_score":0.0022751896,"about_ca_system_score_codex":0.00018745805,"about_ca_system_score_gemma":0.00025026812,"threshold_uncertainty_score":0.0076112747},"labels":[],"label_agreement":null},{"id":"W4410453656","doi":"10.18280/rcma.350212","title":"Finite Element Analysis of the Radial Cracks at Glass Fiber Rinforced Polymer (GFRP) Reinforced Concrete: Effect of the Concrete Hydration Process","year":2025,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Fibre-reinforced plastic; Materials science; Composite material; Glass fiber; Finite element method; Reinforced concrete; Structural engineering; Engineering","score_opus":0.01476995958171193,"score_gpt":0.2648141798887361,"score_spread":0.25004422030702417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410453656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7711167,0.0002890716,0.22339031,0.00011364443,0.000032014224,0.00006688653,0.0001886383,0.00036824294,0.0044344906],"genre_scores_gemma":[0.9621815,0.00012232595,0.03482219,0.000014923653,0.0000045684565,0.00004428848,0.0001116909,0.000040873718,0.002657661],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985003,0.000036212266,0.0000094881925,0.000021367232,0.00006420629,0.00001861747],"domain_scores_gemma":[0.9995875,0.00022860692,0.000047333386,0.00003822216,0.000078453566,0.00002004631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004196905,0.00030486664,0.00039714156,0.00053119974,0.00027491272,0.00037602175,0.0004871487,0.00088884647,0.0011653916],"category_scores_gemma":[0.00085361407,0.000274957,0.0004988608,0.00023186806,0.00048022857,0.00030221842,0.00029264178,0.00033841407,0.00024529136],"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":[0.0000789538,0.000095746625,0.0023314229,0.000108837026,0.000024274936,0.00013432826,0.00017323211,0.9121061,0.06986381,0.0015755269,0.0001308927,0.013376821],"study_design_scores_gemma":[0.000002164382,0.000029421324,0.0007329801,0.0000054574703,0.00000396507,0.000021518821,0.00002099117,0.99328727,0.0055624065,0.000108252294,0.00022078751,0.0000048566417],"about_ca_topic_score_codex":0.0029226104,"about_ca_topic_score_gemma":0.0030280622,"teacher_disagreement_score":0.0029226104,"about_ca_system_score_codex":0.00032699833,"about_ca_system_score_gemma":0.00043036364,"threshold_uncertainty_score":0.005811155},"labels":[],"label_agreement":null},{"id":"W4410557458","doi":"10.1016/j.compositesb.2025.112639","title":"Introduction of calcium carbonate-coated steel fiber in ultra-high-performance concrete and its effects on reducing steel fiber volume fraction","year":2025,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovative concrete reinforcement 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 British Columbia","funders":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea","keywords":"Materials science; Volume fraction; Composite material; Fiber; Calcium carbonate; Volume (thermodynamics); Fiber-reinforced concrete","score_opus":0.006087447148243456,"score_gpt":0.20657818668082714,"score_spread":0.20049073953258367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410557458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987085,0.00034451575,0.00047495725,0.00001731306,0.000020963489,0.000009494185,0.000047543876,0.000021898992,0.00035478894],"genre_scores_gemma":[0.9965134,0.00031323038,0.0013420393,0.000020023233,0.000007175107,0.000006202814,0.00007778384,0.000010028698,0.0017101564],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999019,0.000010024371,0.000009380938,0.000028974076,0.000025305113,0.00002445364],"domain_scores_gemma":[0.99979454,0.000029638484,0.00006603241,0.0000144197165,0.000044691318,0.000050651168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001252078,0.00026469905,0.00016271361,0.00013934186,0.00015585196,0.00017555917,0.00032605478,0.0003315276,0.0014561387],"category_scores_gemma":[0.00019304761,0.00012691057,0.00026644155,0.00016473698,0.00024466118,0.00022537594,0.00010320885,0.00035512345,0.00014391527],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011120504,0.00013842963,0.0002205952,0.00007644869,0.000009571021,0.000031801097,0.000018394656,0.00016165292,0.9965848,0.000058286863,0.000023676308,0.0015641355],"study_design_scores_gemma":[0.000015216584,0.00064178935,0.0012478977,0.0000028162565,0.00002260138,0.000021834761,0.000010905179,0.0004761631,0.99710387,0.00000527066,0.00044586216,0.000005823933],"about_ca_topic_score_codex":0.004657957,"about_ca_topic_score_gemma":0.0069153984,"teacher_disagreement_score":0.004657957,"about_ca_system_score_codex":0.0002365527,"about_ca_system_score_gemma":0.0003556796,"threshold_uncertainty_score":0.009261668},"labels":[],"label_agreement":null},{"id":"W4410590834","doi":"10.1016/j.pes.2025.100086","title":"Machine learning prediction of treated wastewater concrete compressive strength","year":2025,"lang":"en","type":"article","venue":"Progress in Engineering Science","topic":"Innovative concrete reinforcement 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 Guelph; Université de Sherbrooke; McMaster University","funders":"","keywords":"Compressive strength; Wastewater; Environmental science; Materials science; Machine learning; Composite material; Computer science; Environmental engineering","score_opus":0.007228228369876965,"score_gpt":0.22807611531531555,"score_spread":0.22084788694543858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410590834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9385578,0.0004946092,0.05781678,0.00028992438,0.00014186252,0.000029970764,0.00045170277,0.0005619232,0.0016554375],"genre_scores_gemma":[0.9930448,0.0000814904,0.0052262573,0.000026141628,0.000024714567,0.000013912343,0.0003548402,0.000007508425,0.0012202077],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981314,0.000043197644,0.000013265576,0.000060987615,0.00003541548,0.000034052042],"domain_scores_gemma":[0.99897754,0.0005733825,0.00008702058,0.000048951082,0.0002794864,0.00003365344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000564791,0.0005515387,0.0004606151,0.00048516694,0.00017004095,0.0004281013,0.00052042154,0.00075642526,0.0007807863],"category_scores_gemma":[0.0015090175,0.00020191948,0.000514542,0.00030422208,0.00019335285,0.00036984746,0.00021054714,0.0008234406,0.0003789183],"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":[0.00042904864,0.0006392361,0.020705974,0.00007767167,0.00012662786,0.00007924335,0.00001943096,0.8268045,0.012068928,0.00038617197,0.0018593185,0.13680385],"study_design_scores_gemma":[0.0000037893735,0.000021046024,0.0014898512,0.00000154643,0.0000046708033,0.0000029062057,0.0000020778236,0.99666864,0.0016755942,0.00007547948,0.00005208141,0.000002357642],"about_ca_topic_score_codex":0.011253757,"about_ca_topic_score_gemma":0.010555692,"teacher_disagreement_score":0.011253757,"about_ca_system_score_codex":0.00060653774,"about_ca_system_score_gemma":0.0006261243,"threshold_uncertainty_score":0.022376478},"labels":[],"label_agreement":null},{"id":"W4410988044","doi":"10.1016/j.engstruct.2025.120667","title":"Low-cost and ductile prestressed UHPC beams with hybrid reinforcement: Experiments and design methods","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Reinforcement; Structural engineering; Prestressed concrete; Engineering","score_opus":0.010567942909965532,"score_gpt":0.2622667383440713,"score_spread":0.2516987954341058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410988044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80177206,0.00065602397,0.1868541,0.00009810931,0.00009599596,0.00089898217,0.0005074669,0.00054086355,0.008576487],"genre_scores_gemma":[0.87696034,0.0003357778,0.11823052,0.000022258619,0.000009095835,0.0006541136,0.00012684811,0.00004735684,0.0036137248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994217,0.00006155578,0.000025866852,0.000093414325,0.00034172944,0.00005582414],"domain_scores_gemma":[0.9992434,0.00009807219,0.00023677509,0.00010362282,0.00024539488,0.0000727365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010942802,0.0007829812,0.00029201192,0.0006842128,0.00023227918,0.00024514756,0.0007535334,0.0005608522,0.0019737245],"category_scores_gemma":[0.00045892957,0.0003500977,0.00033007027,0.00032184777,0.0003583668,0.0002873939,0.00032112811,0.00041248775,0.00039631897],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002489634,0.0009771434,0.003167319,0.0006049357,0.000035250156,0.00025457755,0.00025724093,0.056606177,0.8987891,0.0026062601,0.00066294824,0.03579006],"study_design_scores_gemma":[0.00013854975,0.008279601,0.007727817,0.00005339216,0.000086832304,0.00023934776,0.00017402378,0.14026931,0.83258677,0.0004559056,0.009878106,0.00011042336],"about_ca_topic_score_codex":0.0006680411,"about_ca_topic_score_gemma":0.0010675016,"teacher_disagreement_score":0.0019737245,"about_ca_system_score_codex":0.00038274136,"about_ca_system_score_gemma":0.0004552402,"threshold_uncertainty_score":0.006602764},"labels":[],"label_agreement":null},{"id":"W4411032979","doi":"10.1680/jstbu.24.00213","title":"Bond strength of steel bars in steel-fibre-reinforced normal and self-compacting concretes","year":2025,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Structures and Buildings","topic":"Innovative concrete reinforcement 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":"Materials science; Composite material; Bond; Bond strength; Structural engineering; Engineering; Adhesive; Layer (electronics)","score_opus":0.004509197862495476,"score_gpt":0.20285458769782413,"score_spread":0.19834538983532865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411032979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856335,0.00019776869,0.0008388541,0.0000048241263,0.000008471482,0.000007801654,0.00005157978,0.000016733211,0.00031074687],"genre_scores_gemma":[0.99857557,0.00008639156,0.00065886433,0.000004443294,0.0000022070976,0.000005914386,0.000057553687,0.000004865176,0.00060417445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99929845,0.00005523777,0.00004856879,0.0001328812,0.00040610146,0.00005875714],"domain_scores_gemma":[0.9989525,0.00017258948,0.0002406333,0.000078497396,0.00038134132,0.0001744024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008054997,0.00056494196,0.00032753713,0.0006909457,0.00022171743,0.00021062825,0.00052657997,0.0006337098,0.0016376846],"category_scores_gemma":[0.0010109695,0.00041789538,0.00035403616,0.00027345403,0.00036302538,0.00027680927,0.0003652105,0.00038090133,0.00047517213],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000415918,0.00006307506,0.0066198744,0.00009186429,0.000034601722,0.00009296879,0.00018327926,0.0026371256,0.98472124,0.000099458375,0.00003793839,0.0050025675],"study_design_scores_gemma":[0.000021242307,0.0030803827,0.089688934,0.000038806073,0.00011207012,0.00021168303,0.00031441363,0.010097821,0.89518124,0.00007245416,0.0011385852,0.000042481475],"about_ca_topic_score_codex":0.0012856568,"about_ca_topic_score_gemma":0.00406666,"teacher_disagreement_score":0.0016376846,"about_ca_system_score_codex":0.00028714247,"about_ca_system_score_gemma":0.00021546199,"threshold_uncertainty_score":0.0054786205},"labels":[],"label_agreement":null},{"id":"W4411125679","doi":"10.1016/j.jobe.2025.113133","title":"Enhancing design and behavioral understanding of steel fiber-reinforced concrete flat slabs through a robust machine learning framework","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement 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":"Deanship of Scientific Research, King Saud University; King Saud University","keywords":"Structural engineering; Fiber; Materials science; Engineering; Composite material","score_opus":0.03158338779332277,"score_gpt":0.2634410464211464,"score_spread":0.23185765862782365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411125679","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":[0.050769493,0.00003669999,0.94675404,0.00010369913,0.0000058677374,0.00002247269,0.000025183512,0.00031416427,0.0019683396],"genre_scores_gemma":[0.8452003,0.000044543503,0.1529918,0.000038742717,0.000006748912,0.000050944167,0.000075944095,0.00007127582,0.0015197325],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972993,0.00007660312,0.000010708756,0.000060181494,0.000090587884,0.00003202363],"domain_scores_gemma":[0.99945825,0.0002209582,0.00010167029,0.00005845615,0.00013618644,0.000024477175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005008071,0.0006212987,0.00041210238,0.00037579436,0.0002429443,0.0005743853,0.0010666299,0.0008427407,0.001580955],"category_scores_gemma":[0.0014749665,0.0004261752,0.0005194992,0.0001344863,0.0006092059,0.0010744813,0.0006820292,0.0006924084,0.00022284535],"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":[0.000033857323,0.00008072189,0.00052400155,0.000029670788,0.000014523187,0.000035490357,0.00006061031,0.9602232,0.013167068,0.0054338146,0.0001246861,0.020272272],"study_design_scores_gemma":[6.2270203e-7,0.0000063406246,0.000054820313,0.0000010700743,0.0000011881343,0.0000017118731,0.0000043097766,0.99839467,0.00080463,0.0006847662,0.00004472955,0.0000011793809],"about_ca_topic_score_codex":0.0059156157,"about_ca_topic_score_gemma":0.007178452,"teacher_disagreement_score":0.0059156157,"about_ca_system_score_codex":0.00056436827,"about_ca_system_score_gemma":0.0009758436,"threshold_uncertainty_score":0.011762381},"labels":[],"label_agreement":null},{"id":"W4411139582","doi":"10.1016/j.jmrt.2025.06.009","title":"Effects of silica-fume surface modification on polypropylene fiber-matrix interaction in cementitious composites","year":2025,"lang":"en","type":"article","venue":"Journal of Materials Research and Technology","topic":"Innovative concrete reinforcement 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 Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Silica fume; Composite material; Polypropylene; Fiber; Surface modification; Cementitious; Matrix (chemical analysis); Cement; Chemical engineering","score_opus":0.016671206106908146,"score_gpt":0.3295208844246252,"score_spread":0.31284967831771704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411139582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998315,0.00052875455,0.0007503441,0.0000074320556,0.000010120432,0.000017491346,0.000037289214,0.000020592923,0.0003131017],"genre_scores_gemma":[0.998173,0.00026675756,0.0010705589,0.000009982408,0.0000031076402,0.000009782807,0.000037531172,0.000011451701,0.00041786637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997801,0.000029221223,0.000016657596,0.000050765582,0.00007471742,0.000048485363],"domain_scores_gemma":[0.99976784,0.000053377615,0.00007414141,0.000017352691,0.000056422858,0.000030931802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020286642,0.00049389515,0.00026870027,0.00018551065,0.00015538618,0.00025118297,0.00014825618,0.00022734122,0.00061168184],"category_scores_gemma":[0.00026758126,0.00023074595,0.00025680216,0.00012886917,0.00019642578,0.00016043212,0.00016651078,0.0003104921,0.00013925247],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004798444,0.000013919566,0.00013356126,0.000026664122,0.000006629425,0.000013558972,0.000010010619,0.000060489216,0.99915516,0.000004149403,0.0000041813732,0.0005236376],"study_design_scores_gemma":[0.0000020810612,0.00023512261,0.0019580838,0.000002022751,0.000009444136,0.000014239415,0.000010369575,0.00028324276,0.99732333,0.0000018078298,0.00015772202,0.0000024528074],"about_ca_topic_score_codex":0.001709347,"about_ca_topic_score_gemma":0.0040162075,"teacher_disagreement_score":0.001709347,"about_ca_system_score_codex":0.00018893901,"about_ca_system_score_gemma":0.00016844399,"threshold_uncertainty_score":0.003398776},"labels":[],"label_agreement":null},{"id":"W4411355406","doi":"10.1007/978-981-96-4698-2_78","title":"Low-Cost and Ductile Prestressed UHPC Girders: Experiments and Design Methods","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Girder; Structural engineering; Materials science; Engineering","score_opus":0.021052632930617012,"score_gpt":0.2683411571264244,"score_spread":0.2472885241958074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411355406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8153637,0.00044898895,0.1697469,0.00007067583,0.00006956949,0.00033951196,0.0005287142,0.0006276272,0.012804168],"genre_scores_gemma":[0.8746184,0.00019922543,0.11335481,0.000025516689,0.0000118975,0.00024337272,0.00037810055,0.00014062945,0.011027999],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999308,0.00011361338,0.000018519533,0.000092014554,0.00041512062,0.000052767704],"domain_scores_gemma":[0.9994742,0.00018831722,0.000047716512,0.00014631766,0.00010972197,0.0000338083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006718167,0.00041018578,0.00033626848,0.0003496557,0.00029160126,0.00034471956,0.00080977794,0.0006883296,0.004609318],"category_scores_gemma":[0.0007072685,0.0003714844,0.000194513,0.00032891493,0.00051064644,0.00056587567,0.00046459283,0.0006555832,0.001018563],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005183419,0.0007470152,0.0015888407,0.00032761638,0.000017071965,0.00011607905,0.0002519472,0.05203202,0.8578551,0.0032654477,0.00101517,0.08226539],"study_design_scores_gemma":[0.00008089626,0.0029443807,0.00596946,0.000020302154,0.000030419094,0.00021996803,0.00015946143,0.057531066,0.925224,0.0008298839,0.006954161,0.000036042224],"about_ca_topic_score_codex":0.00027014234,"about_ca_topic_score_gemma":0.00066758227,"teacher_disagreement_score":0.004609318,"about_ca_system_score_codex":0.00017731635,"about_ca_system_score_gemma":0.0002531356,"threshold_uncertainty_score":0.015419722},"labels":[],"label_agreement":null},{"id":"W4411533022","doi":"10.1016/j.cemconcomp.2025.106198","title":"Effect of supplementary cementitious materials on durability of ultra-high-performance concrete: A review","year":2025,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":38,"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 Waterloo","funders":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea","keywords":"Durability; Cementitious; Materials science; Forensic engineering; Composite material; Engineering; Cement","score_opus":0.009707187679248731,"score_gpt":0.26393623330761595,"score_spread":0.25422904562836723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411533022","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":[0.00045788052,0.9990031,0.00009192123,0.00003925726,0.000060235834,0.000005763263,0.000021157171,0.0000032011442,0.0003174973],"genre_scores_gemma":[0.0016152051,0.99781656,0.00020133083,0.00005704482,0.000053641466,0.0000053777585,0.000021094027,0.0000010409841,0.00022876168],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997919,0.000020594873,0.00004149271,0.00005774223,0.00007262044,0.00001565852],"domain_scores_gemma":[0.9994993,0.00025043482,0.0001185465,0.000013093932,0.00009695481,0.000021570855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007126572,0.0010715823,0.0016881854,0.0020841416,0.00018203774,0.00084367994,0.00084391836,0.00097458315,0.0022922733],"category_scores_gemma":[0.0008684285,0.00046225666,0.0007939591,0.0020167313,0.00036758184,0.0011288556,0.000460053,0.0009108125,0.00060531916],"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":[0.00022506207,0.00022492281,0.00035054854,0.11002934,0.00040851772,0.00019528277,0.00009427654,0.00074984075,0.010274906,0.0017995981,0.007780375,0.8678673],"study_design_scores_gemma":[0.000120737466,0.0010157446,0.004385187,0.019256266,0.0030765468,0.0016771308,0.00021547564,0.0004428333,0.010515444,0.0015425851,0.95764226,0.00010982122],"about_ca_topic_score_codex":0.001315842,"about_ca_topic_score_gemma":0.00241869,"teacher_disagreement_score":0.0022922733,"about_ca_system_score_codex":0.00028996894,"about_ca_system_score_gemma":0.000980891,"threshold_uncertainty_score":0.0076684356},"labels":[],"label_agreement":null},{"id":"W4411607212","doi":"10.3390/ma18132990","title":"An Experimental Investigation on the Mechanical Performance of Engineered Cementitious Composites with Different Types of Steel Fibers","year":2025,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Composite material; Toughness; Ultimate tensile strength; Ductility (Earth science); Flexural strength; Cementitious; Fiber; Compressive strength; Cracking; Volume fraction; Strain hardening exponent; Cement; Creep","score_opus":0.012404290391322957,"score_gpt":0.21253967623461575,"score_spread":0.2001353858432928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411607212","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998184,0.00014967532,0.001008066,0.000004807164,0.000009146524,0.00001520797,0.000109338675,0.000015993803,0.0005036553],"genre_scores_gemma":[0.99656785,0.00017401662,0.0022098143,0.00000971169,0.000004173745,0.000025367011,0.000114975956,0.000011618539,0.00088241085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996044,0.00004025196,0.00003155808,0.00008179254,0.00018720857,0.00005474272],"domain_scores_gemma":[0.99944335,0.0001380375,0.00013034264,0.00006361516,0.00017120312,0.000053445954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040944194,0.0005811695,0.00024671413,0.0003799805,0.00026814695,0.00013551342,0.000224374,0.00038157697,0.0013515566],"category_scores_gemma":[0.0003832169,0.00018740211,0.00021371366,0.0003283826,0.0003508546,0.000302447,0.00021453848,0.0004361088,0.00018246366],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059987,0.000052180018,0.0002408963,0.000032873297,0.0000033444692,0.00001968631,0.000021466327,0.00022454755,0.9985843,0.000018821029,0.000007815699,0.00073414313],"study_design_scores_gemma":[0.0000059942645,0.0016108693,0.0056242454,0.0000064904502,0.000016232216,0.000051857514,0.000037225927,0.000908141,0.9911459,0.000015064996,0.0005694937,0.00000851674],"about_ca_topic_score_codex":0.0005567423,"about_ca_topic_score_gemma":0.00194358,"teacher_disagreement_score":0.0013515566,"about_ca_system_score_codex":0.00015734922,"about_ca_system_score_gemma":0.00017091206,"threshold_uncertainty_score":0.0045214295},"labels":[],"label_agreement":null},{"id":"W4411727497","doi":"10.1016/j.conbuildmat.2025.142430","title":"Tensile behavior of fiber-reinforced cementitious matrix with ultra-high-performance hybrid fiber-reinforced concrete (UHP-FRCM) with enhanced crack width control, fracture energy, and ultimate strength","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Ultimate tensile strength; Cementitious; Fiber; Fracture (geology); Fiber-reinforced concrete; Cement","score_opus":0.0032794422147584927,"score_gpt":0.20326931040495247,"score_spread":0.199989868190194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411727497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99867463,0.0001840352,0.00089400006,0.0000056980375,0.0000048390316,0.0000057537795,0.000046332563,0.00001812882,0.00016659462],"genre_scores_gemma":[0.99755824,0.00013578631,0.0016837807,0.000007405629,0.0000018619479,0.0000076018237,0.00007888669,0.0000062656254,0.00052007084],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980754,0.000023596343,0.000014238077,0.000041081734,0.00008670429,0.0000270039],"domain_scores_gemma":[0.9998128,0.000026426636,0.00007727256,0.000010504294,0.00004561117,0.000027423775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023935849,0.00033683606,0.00011110537,0.0002143097,0.00010134975,0.000101362515,0.0001402903,0.00026038446,0.00058514747],"category_scores_gemma":[0.00021869094,0.00012908464,0.00014935284,0.00015479834,0.00014351623,0.00017363881,0.00012312578,0.00022097265,0.00012136366],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029146318,0.000007754356,0.00023531116,0.00001638577,0.0000032166472,0.000019537647,0.000014749507,0.0001812689,0.99879444,0.000008344692,0.0000068517174,0.00068297656],"study_design_scores_gemma":[0.000002660663,0.0003633586,0.004638722,0.000003926981,0.000009669355,0.000043640368,0.000020961774,0.0015650603,0.9929771,0.0000037676052,0.00036552333,0.000005597282],"about_ca_topic_score_codex":0.00090505014,"about_ca_topic_score_gemma":0.0032037133,"teacher_disagreement_score":0.00090505014,"about_ca_system_score_codex":0.00013952852,"about_ca_system_score_gemma":0.00009305822,"threshold_uncertainty_score":0.0019574761},"labels":[],"label_agreement":null},{"id":"W4411791686","doi":"10.1139/cjce-2025-0084","title":"Properties of concrete incorporating plastic fibres derived from nonbiodegradable waste plastic bags","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Pusat Pengurusan Penyelidikan dan Instrumentasi; Universiti Kebangsaan Malaysia","keywords":"Plastic waste; Plastic bag; Fibre-reinforced plastic; Biodegradable plastic; Materials science; Waste management; Composite material; Environmental science; Forensic engineering; Engineering","score_opus":0.00968595920127932,"score_gpt":0.17248874573827827,"score_spread":0.16280278653699895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411791686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984598,0.0003260873,0.0003910645,0.000006202199,0.000006529372,0.000010545467,0.00015932227,0.000009616439,0.00063083466],"genre_scores_gemma":[0.9982685,0.00022978953,0.00047251684,0.0000065193917,0.0000014388613,0.000008082831,0.00016547173,0.0000073073634,0.00084043015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996506,0.00003430627,0.00003783636,0.000040945284,0.00018799728,0.000048244005],"domain_scores_gemma":[0.9994593,0.00009294543,0.0001678565,0.000025324904,0.00017951464,0.0000749988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003867117,0.0004649085,0.00017678525,0.0006725634,0.00019209064,0.0001940769,0.00020118574,0.0003109711,0.0013266375],"category_scores_gemma":[0.0005112959,0.00019804176,0.0003186259,0.0004789104,0.0002635977,0.0002870193,0.00021781237,0.00039080816,0.00030102878],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002863351,0.00006203513,0.004586375,0.00017070347,0.000021115391,0.000104352715,0.00010151822,0.0022536877,0.9876979,0.00006454928,0.000056177687,0.004595252],"study_design_scores_gemma":[0.000008879283,0.0016636397,0.0574645,0.00005089953,0.00006047588,0.0002131467,0.00021628452,0.0030446488,0.93571633,0.000047642625,0.0014800203,0.000033545908],"about_ca_topic_score_codex":0.0021798,"about_ca_topic_score_gemma":0.0066849906,"teacher_disagreement_score":0.0021798,"about_ca_system_score_codex":0.0002772292,"about_ca_system_score_gemma":0.00022188386,"threshold_uncertainty_score":0.0044381022},"labels":[],"label_agreement":null},{"id":"W4412043449","doi":"10.1016/j.jtte.2024.06.005","title":"A review of high-performance fiber concrete for airport pavements","year":2025,"lang":"en","type":"review","venue":"Journal of Traffic and Transportation Engineering (English Edition)","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"","keywords":"Fiber; Engineering; Forensic engineering; Materials science; Composite material","score_opus":0.010445997666932825,"score_gpt":0.2380373106945458,"score_spread":0.22759131302761298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412043449","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":[0.00060431164,0.99472106,0.000937157,0.00022753888,0.00044065792,0.000016729198,0.00006433275,0.000017433895,0.0029707926],"genre_scores_gemma":[0.0029155803,0.99390066,0.00097179995,0.00015987187,0.00031461267,0.000015009459,0.00010378111,0.000008521081,0.0016101963],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99934345,0.000093964074,0.00012835322,0.00014153635,0.00024059207,0.000052038627],"domain_scores_gemma":[0.9990576,0.0003638501,0.00019510441,0.00003810337,0.00027904724,0.00006638461],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089001976,0.0012527771,0.0009928982,0.0057134707,0.0005511493,0.001441457,0.0010303613,0.0014812576,0.0062216753],"category_scores_gemma":[0.0010892255,0.0006184366,0.0010261466,0.0054449295,0.00053071615,0.0024310076,0.00095074996,0.001098359,0.0025125376],"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":[0.00009819049,0.00018766856,0.0006172002,0.055807993,0.00013582049,0.00045049717,0.00021364466,0.0015929906,0.011221923,0.0074201454,0.028069053,0.8941849],"study_design_scores_gemma":[0.0000037614882,0.00010604779,0.0011585659,0.003580856,0.00011218913,0.0008500729,0.00008073886,0.00021986272,0.0023243104,0.00071875413,0.99081486,0.00002991007],"about_ca_topic_score_codex":0.0030188432,"about_ca_topic_score_gemma":0.0030487839,"teacher_disagreement_score":0.0062216753,"about_ca_system_score_codex":0.0007555352,"about_ca_system_score_gemma":0.002007329,"threshold_uncertainty_score":0.020813584},"labels":[],"label_agreement":null},{"id":"W4412151914","doi":"10.1007/s44416-025-00009-5","title":"Engineered cementitious composites (ECC): a review on properties, design, sustainability, and applications","year":2025,"lang":"en","type":"review","venue":"Discover Concrete and Cement","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Composite material; Materials science; Sustainability; Cementitious; Cement","score_opus":0.02511297144052329,"score_gpt":0.270884464856478,"score_spread":0.2457714934159547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412151914","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":[0.0004540554,0.99757785,0.00024883077,0.00012498222,0.00011010453,0.000005826562,0.000044897246,0.000012717222,0.0014207694],"genre_scores_gemma":[0.0017695578,0.9968784,0.00034435475,0.000092001166,0.00005838967,0.000007907339,0.00006078755,0.0000029742585,0.0007855717],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99978644,0.00002109437,0.00003351126,0.000042384752,0.00009454418,0.0000221073],"domain_scores_gemma":[0.99968684,0.0001347453,0.00007181092,0.000009250507,0.00007262333,0.000024760928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045267906,0.0010395899,0.0011822106,0.0026286058,0.00028403604,0.0009539729,0.0006101592,0.0009663339,0.0036577675],"category_scores_gemma":[0.0004878162,0.0004008397,0.00069931085,0.0025962724,0.0003086775,0.0012099365,0.0005357703,0.0010979536,0.0013773424],"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":[0.00005754598,0.00013040155,0.00027466484,0.06278699,0.00015906619,0.00020761718,0.00010439927,0.001109239,0.015561692,0.006136684,0.019560015,0.89391166],"study_design_scores_gemma":[0.0000068772347,0.00011602192,0.00061411626,0.0036159027,0.00017610633,0.00051935564,0.000050260278,0.00012495111,0.0022757784,0.0010308231,0.99144894,0.000020917003],"about_ca_topic_score_codex":0.0010966355,"about_ca_topic_score_gemma":0.0022415847,"teacher_disagreement_score":0.0036577675,"about_ca_system_score_codex":0.00040175134,"about_ca_system_score_gemma":0.0009732302,"threshold_uncertainty_score":0.012236416},"labels":[],"label_agreement":null},{"id":"W4412379109","doi":"10.26634/jste.14.1.22134","title":"Comparative analysis concerning the structural performance and resilience of concrete materials incorporating glass powder and conventional concrete","year":2025,"lang":"en","type":"article","venue":"i-manager’s Journal on Structural Engineering","topic":"Innovative concrete reinforcement 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":"Resilience (materials science); Materials science; Structural engineering; Forensic engineering; Composite material; Engineering","score_opus":0.011336245870174264,"score_gpt":0.246413360696321,"score_spread":0.23507711482614674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412379109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998489,0.00036318207,0.000368558,0.000005622301,0.0000046157456,0.000007686708,0.00008878898,0.000011377969,0.00066109817],"genre_scores_gemma":[0.9987606,0.00018329678,0.00029849994,0.0000041824333,0.0000022589036,0.0000048388106,0.00014343686,0.000003951707,0.00059901795],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997514,0.00003387985,0.000022011438,0.00003371788,0.00011271829,0.000046216366],"domain_scores_gemma":[0.99962425,0.00010048965,0.00008345309,0.00003130159,0.00009313399,0.000067330126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031192275,0.0003569121,0.00020986269,0.0010006602,0.00015378968,0.00015124443,0.00022121213,0.00030894394,0.0017524961],"category_scores_gemma":[0.00041248105,0.00013464772,0.00034859893,0.00045068038,0.0002465674,0.00032384036,0.000250525,0.00021875602,0.0003740047],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006274631,0.000116510826,0.0059248614,0.00015893856,0.00004089451,0.00017308354,0.00008556612,0.0032571438,0.98051363,0.00012712089,0.000050217746,0.008924494],"study_design_scores_gemma":[0.000015723252,0.0055111265,0.07951289,0.000030500501,0.00011628431,0.00039401927,0.00020844663,0.0036477891,0.90901434,0.00006930944,0.0014531873,0.000026482849],"about_ca_topic_score_codex":0.00054640404,"about_ca_topic_score_gemma":0.0014918745,"teacher_disagreement_score":0.0017524961,"about_ca_system_score_codex":0.00014011943,"about_ca_system_score_gemma":0.00011577905,"threshold_uncertainty_score":0.0058626533},"labels":[],"label_agreement":null},{"id":"W4412379119","doi":"10.26634/jste.14.1.22133","title":"To identify effect of fibers on durability properties of concrete due to chloride penetration","year":2025,"lang":"en","type":"article","venue":"i-manager’s Journal on Structural Engineering","topic":"Innovative concrete reinforcement 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":"Durability; Penetration (warfare); Chloride; Composite material; Materials science; Metallurgy; Engineering","score_opus":0.009088219179591033,"score_gpt":0.2560766254311894,"score_spread":0.24698840625159837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412379119","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9806213,0.014265559,0.002149415,0.00006395053,0.000020022027,0.000044777447,0.0004085933,0.000026558491,0.0023999664],"genre_scores_gemma":[0.98529667,0.009324108,0.00267932,0.000054372882,0.000012827442,0.0000323959,0.00027150946,0.0000093916515,0.0023194042],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99949694,0.00009026084,0.000053032825,0.00007493841,0.00025011867,0.000034750636],"domain_scores_gemma":[0.9989147,0.00034166116,0.0004152375,0.000036308666,0.00026339784,0.00002872657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005400198,0.00033233676,0.00027035052,0.0008674733,0.00016227372,0.0003210032,0.0001753992,0.0003740441,0.0010183093],"category_scores_gemma":[0.0008681481,0.00015450091,0.00037403943,0.0005648155,0.0001590033,0.0005329936,0.00017735238,0.000294457,0.00022672494],"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":[0.00039712436,0.00020483417,0.021515401,0.0027682297,0.00010074317,0.00036832437,0.00031163503,0.00077726674,0.9310517,0.00013083257,0.0001379675,0.042235956],"study_design_scores_gemma":[0.000007084949,0.0041215825,0.07949443,0.00015321739,0.00032074648,0.00054272223,0.00047229984,0.00080551044,0.9093914,0.00010622313,0.004550859,0.000033906108],"about_ca_topic_score_codex":0.0011012858,"about_ca_topic_score_gemma":0.0032408563,"teacher_disagreement_score":0.0011012858,"about_ca_system_score_codex":0.00016877791,"about_ca_system_score_gemma":0.00023856288,"threshold_uncertainty_score":0.0034065843},"labels":[],"label_agreement":null},{"id":"W4412412568","doi":"10.2139/ssrn.5351780","title":"Overview of Tension Testing Methods for Ultra-High-Performance Concrete","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovative concrete reinforcement 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 Calgary","funders":"","keywords":"Tension (geology); Materials science; Composite material; Compression (physics)","score_opus":0.040985544205018085,"score_gpt":0.329240426577179,"score_spread":0.2882548823721609,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412412568","genre_codex":"methods","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":[0.008634515,0.06683378,0.90108454,0.0005524213,0.00041402708,0.0006496649,0.00075387745,0.002622334,0.018454898],"genre_scores_gemma":[0.08254638,0.07662832,0.8105664,0.000547402,0.0006774062,0.0013320277,0.0024782426,0.0010046248,0.024219126],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9949654,0.00054806337,0.00028084885,0.00072736235,0.0033131794,0.00016512016],"domain_scores_gemma":[0.9958742,0.0012157141,0.0003511747,0.00052864105,0.001868665,0.0001616605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035974719,0.0020120065,0.0014785639,0.0058175432,0.00056661613,0.0016648767,0.0036056496,0.002205134,0.008192202],"category_scores_gemma":[0.002576364,0.0017164944,0.0010681108,0.002810013,0.0010390487,0.0028452412,0.0018715977,0.0021259382,0.0074030804],"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":[0.00022282962,0.0003923775,0.0015967245,0.005016396,0.0000930669,0.00013831467,0.0002294218,0.005006674,0.26939565,0.0082178665,0.0058333287,0.7038573],"study_design_scores_gemma":[0.00007007395,0.0013931956,0.009298672,0.0016764535,0.00016935698,0.003757125,0.000309466,0.042169157,0.55501515,0.01786055,0.36790758,0.00037317336],"about_ca_topic_score_codex":0.0007274013,"about_ca_topic_score_gemma":0.0014879332,"teacher_disagreement_score":0.008192202,"about_ca_system_score_codex":0.00083523314,"about_ca_system_score_gemma":0.0009281385,"threshold_uncertainty_score":0.02740568},"labels":[],"label_agreement":null},{"id":"W4412754710","doi":"10.11159/iccste25.194","title":"Effect of Cellulose Nanofibers on the Compressive Strength Enhancement of Cement Pastes at Early Ages","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Nanofiber; Compressive strength; Cement; Materials science; Cellulose; Composite material; Chemical engineering; Engineering","score_opus":0.007760866579610218,"score_gpt":0.21586621725218033,"score_spread":0.2081053506725701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754710","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99660695,0.0013013992,0.0012882932,0.00001567357,0.000014466266,0.000014780075,0.00006497313,0.000018257608,0.00067520764],"genre_scores_gemma":[0.9961706,0.0006081804,0.0024808494,0.000015822608,0.0000055037813,0.000010501742,0.00004011702,0.000007462519,0.0006610281],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989414,0.000015025704,0.000009106712,0.000021252254,0.000042663032,0.000017787906],"domain_scores_gemma":[0.9997609,0.000070743175,0.000069101974,0.000011818741,0.00005006697,0.000037293972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016971714,0.0003343994,0.00017437949,0.00018277344,0.000080718324,0.0001417198,0.00011153423,0.00022254171,0.0005657441],"category_scores_gemma":[0.00036291548,0.00011282136,0.00020180746,0.000075464864,0.000113350194,0.00024187699,0.000107282955,0.0003645852,0.0000903206],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044641503,0.000011611707,0.00012062394,0.00003022396,0.000002536173,0.000027783379,0.000008358887,0.00006099268,0.998524,0.000009700113,0.0000037809634,0.0011558256],"study_design_scores_gemma":[0.0000015354232,0.00016004841,0.0019599402,0.0000032235105,0.0000061484147,0.000034603556,0.0000064012343,0.00019305763,0.99733233,0.0000039820984,0.00029590385,0.0000028317374],"about_ca_topic_score_codex":0.0007261968,"about_ca_topic_score_gemma":0.0023423356,"teacher_disagreement_score":0.0007261968,"about_ca_system_score_codex":0.00013979462,"about_ca_system_score_gemma":0.00011577043,"threshold_uncertainty_score":0.0018925667},"labels":[],"label_agreement":null},{"id":"W4412754823","doi":"10.11159/iccste25.238","title":"Advanced Fibre Modelling for Accurate Prediction of Splitting Tensile Strength and Failure Behaviour in Self-Compacting Concrete","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Ultimate tensile strength; Materials science; Composite material; Structural engineering; Engineering","score_opus":0.012683885026905406,"score_gpt":0.227750420068939,"score_spread":0.2150665350420336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754823","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":[0.4058294,0.00038594325,0.58427095,0.00007770581,0.000037757196,0.00015066522,0.00067294616,0.0024103094,0.006164325],"genre_scores_gemma":[0.91401577,0.00020614696,0.08298833,0.000010141549,0.0000066945427,0.00012044451,0.00045924078,0.00013247505,0.0020608043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983025,0.000021679456,0.000009634248,0.00002420955,0.000097349235,0.00001679168],"domain_scores_gemma":[0.9997205,0.000120751545,0.000051550294,0.000028543864,0.00006315339,0.000015379326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044999996,0.00072589895,0.0003955682,0.00059148815,0.0003266783,0.0004885186,0.0009297561,0.0008473542,0.0015600421],"category_scores_gemma":[0.0006298432,0.00033143593,0.0004750089,0.0003132507,0.0004012987,0.00042879564,0.0003802938,0.00043917887,0.00045251768],"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":[0.000029914432,0.000049804905,0.0013788076,0.00004697659,0.00000731376,0.00005202999,0.000053699627,0.96993715,0.019078616,0.0006345367,0.00014128147,0.008589765],"study_design_scores_gemma":[0.000001603544,0.000011912874,0.00030836454,0.0000031121608,0.000001446293,0.000008601446,0.0000032719563,0.9969907,0.0023813222,0.000098483586,0.00018820738,0.0000029178775],"about_ca_topic_score_codex":0.010295446,"about_ca_topic_score_gemma":0.010765112,"teacher_disagreement_score":0.010295446,"about_ca_system_score_codex":0.0005769504,"about_ca_system_score_gemma":0.0007317586,"threshold_uncertainty_score":0.020471036},"labels":[],"label_agreement":null},{"id":"W4412754904","doi":"10.11159/iccste25.153","title":"Flexural and Compressive Strength of Sustainable Concrete with Electric Arc Furnace Slag Aggregates and Polypropylene Fibers","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Compressive strength; Materials science; Electric arc furnace; Polypropylene; Composite material; Flexural strength; Slag (welding); Ground granulated blast-furnace slag; Electric arc; Metallurgy; Cement; Electrode","score_opus":0.0057397436799262735,"score_gpt":0.20151797683988573,"score_spread":0.19577823315995946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995295,0.00018398697,0.00011477104,0.000002631498,0.0000019450993,0.000002265432,0.000027032045,0.0000033845188,0.00013455459],"genre_scores_gemma":[0.9991936,0.00010559656,0.000275476,0.00000453178,0.0000010390858,0.0000029837827,0.00005636432,0.0000026767686,0.00035774437],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999624,0.000040226427,0.000033127784,0.000058864018,0.00019339148,0.00005030702],"domain_scores_gemma":[0.9995648,0.00006311105,0.00015467202,0.00002608214,0.00010350424,0.0000877872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003888962,0.0004539962,0.0002553054,0.00033673365,0.00014801223,0.00014822226,0.00019640705,0.00030447103,0.00077417865],"category_scores_gemma":[0.0003532688,0.00018183424,0.00028178195,0.00029458053,0.00021849359,0.00027464182,0.0001989711,0.00034819904,0.000111356225],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028345396,0.000050101262,0.0024220967,0.000050314145,0.000023801877,0.00006455586,0.00003158958,0.00095660525,0.9944073,0.000017098326,0.000009412284,0.0016836702],"study_design_scores_gemma":[0.000007522026,0.001369995,0.027113779,0.000011094626,0.00004057916,0.00010460181,0.00007385136,0.0014238079,0.96932966,0.00001600893,0.00049814075,0.000011076061],"about_ca_topic_score_codex":0.0024064872,"about_ca_topic_score_gemma":0.0067771296,"teacher_disagreement_score":0.0024064872,"about_ca_system_score_codex":0.00026752133,"about_ca_system_score_gemma":0.00028047958,"threshold_uncertainty_score":0.0047849417},"labels":[],"label_agreement":null},{"id":"W4412754912","doi":"10.11159/iccset25.202","title":"Physical Characterization and Compressive Strength of Lightweight Concrete with Expanded Polystyrene and Glass","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Compressive strength; Polystyrene; Materials science; Characterization (materials science); Expanded polystyrene; Composite material; Polymer; Nanotechnology","score_opus":0.006899488805484688,"score_gpt":0.2077410548667922,"score_spread":0.2008415660613075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983298,0.00015601637,0.0009032723,0.000004572916,0.0000023376092,0.000008956615,0.0000780665,0.0000111875825,0.0005056908],"genre_scores_gemma":[0.9986167,0.000100168974,0.00065198814,0.0000046946748,0.0000014984819,0.000006111267,0.00009944595,0.0000034345765,0.0005159228],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997025,0.000030571362,0.000019245514,0.0000280522,0.00018912758,0.000030574072],"domain_scores_gemma":[0.9996753,0.000059304017,0.00009363481,0.000016531718,0.00010020507,0.0000549842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028439972,0.00023917572,0.00016450544,0.00076448655,0.00018075989,0.000139163,0.00015064265,0.00018416838,0.0008226368],"category_scores_gemma":[0.0003317967,0.00014108676,0.00021960512,0.0004209005,0.00030234607,0.00017073125,0.00022829414,0.0002342966,0.00016238546],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005513224,0.00001927001,0.0032106228,0.000031091986,0.000006351691,0.000054462034,0.000052303396,0.0005232178,0.99429697,0.000040770807,0.000013140491,0.0016966913],"study_design_scores_gemma":[0.0000064352375,0.00089074275,0.06650663,0.000012606614,0.00003699736,0.00025664878,0.00018810324,0.0020363955,0.92932636,0.000052887917,0.0006674208,0.000018718978],"about_ca_topic_score_codex":0.0025026393,"about_ca_topic_score_gemma":0.0046110842,"teacher_disagreement_score":0.0025026393,"about_ca_system_score_codex":0.00018246558,"about_ca_system_score_gemma":0.00032391757,"threshold_uncertainty_score":0.004976094},"labels":[],"label_agreement":null},{"id":"W4412754952","doi":"10.11159/iccste25.151","title":"Influence of Recycled PET Particle Size on the Improvement of Sandy Subgrades for Flexible Pavements","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Particle size; Materials science; Particle (ecology); Particle-size distribution; Geotechnical engineering; Environmental science; Composite material; Engineering; Geology","score_opus":0.013404490224056386,"score_gpt":0.23620177842908047,"score_spread":0.2227972882050241,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981401,0.0004485919,0.00075009925,0.000009680898,0.000009410675,0.000011268745,0.000052969423,0.000023319606,0.00055462477],"genre_scores_gemma":[0.9981603,0.0002627107,0.00097561954,0.000011797501,0.0000027221886,0.0000064408177,0.000048915514,0.000009753181,0.0005217234],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979144,0.000029853532,0.000020029682,0.000046092457,0.00006443777,0.00004817911],"domain_scores_gemma":[0.9997249,0.000050371724,0.00009343242,0.000025094121,0.00007091124,0.0000352821],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024296214,0.00037199896,0.00029318465,0.00033932523,0.00015180184,0.0004206161,0.00022620909,0.00025099216,0.0010678152],"category_scores_gemma":[0.0004027865,0.00014544245,0.0003246054,0.00019764373,0.0001795701,0.00035464138,0.0001913406,0.0003443755,0.00020958394],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024613232,0.00005656018,0.0011861987,0.00012997912,0.000015573376,0.000094009985,0.000029680825,0.0007717222,0.9919592,0.000034842928,0.000025702224,0.0054504103],"study_design_scores_gemma":[0.0000060331777,0.0009926163,0.0102826245,0.000012350162,0.00005140942,0.00009652136,0.000067545996,0.0009666217,0.9864828,0.000014898916,0.001016246,0.000010357191],"about_ca_topic_score_codex":0.0010588483,"about_ca_topic_score_gemma":0.003334393,"teacher_disagreement_score":0.0010678152,"about_ca_system_score_codex":0.0002059365,"about_ca_system_score_gemma":0.00015210161,"threshold_uncertainty_score":0.0035722256},"labels":[],"label_agreement":null},{"id":"W4412754957","doi":"10.11159/iccste25.148","title":"Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Compressive strength; Graphene; Ultimate tensile strength; Materials science; Composite material; Oxide; Nanotechnology; Metallurgy","score_opus":0.014319147472618006,"score_gpt":0.2297655900801654,"score_spread":0.2154464426075474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997971,0.00074959034,0.0005580569,0.00001459371,0.0000146265365,0.000014527861,0.00014040423,0.0000133594895,0.00052379817],"genre_scores_gemma":[0.99641776,0.0006612457,0.0013408136,0.00001427262,0.0000048392976,0.000018068973,0.00016518767,0.000008906714,0.0013688485],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962044,0.000042398013,0.000031708252,0.00005042057,0.00021392143,0.000041175663],"domain_scores_gemma":[0.99962723,0.000061001865,0.00010104559,0.000018911775,0.00013038241,0.000061375795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045408972,0.0007067608,0.0002777843,0.0006364696,0.00020125559,0.00017302913,0.0002090708,0.00042764877,0.0009982279],"category_scores_gemma":[0.0004587983,0.00022710311,0.00041957927,0.0004108824,0.0002773368,0.000279481,0.0002684493,0.0004826169,0.00018540492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011294154,0.00006083775,0.0009828974,0.00009564186,0.00001640641,0.000042246378,0.00005329143,0.00056769507,0.9961718,0.00002114156,0.000019086023,0.0018560757],"study_design_scores_gemma":[0.000007078929,0.0021452478,0.015357478,0.000020528576,0.000060682098,0.00007318186,0.00012090021,0.0017788833,0.97954696,0.000026429821,0.0008391658,0.000023371975],"about_ca_topic_score_codex":0.0014950188,"about_ca_topic_score_gemma":0.004522091,"teacher_disagreement_score":0.0014950188,"about_ca_system_score_codex":0.00020297612,"about_ca_system_score_gemma":0.00018049293,"threshold_uncertainty_score":0.0033394098},"labels":[],"label_agreement":null},{"id":"W4412755023","doi":"10.11159/iccste25.149","title":"Investigation of Mechanical Properties of Different Fiber Reinforced Engineered Cement Composites","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Innovative concrete reinforcement 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":"Composite material; Materials science; Cement; Fiber; Fiber-reinforced composite","score_opus":0.01775946429225419,"score_gpt":0.2069869130938757,"score_spread":0.1892274488016215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412755023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99837875,0.00042711932,0.0005497388,0.000008046236,0.000005652042,0.0000061496967,0.000100157704,0.000010347112,0.0005139788],"genre_scores_gemma":[0.9979804,0.0002109354,0.00054676796,0.000009315315,0.0000022460142,0.000007439158,0.00011306451,0.000006894895,0.0011229421],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980336,0.000014908201,0.000014446989,0.000028008675,0.00011683567,0.000022521835],"domain_scores_gemma":[0.9996395,0.00008278312,0.00011322602,0.00001686893,0.00011174469,0.000035826382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019306326,0.00025546027,0.00011649844,0.00038976007,0.000121251105,0.00013692168,0.000118801676,0.00022642357,0.0011242828],"category_scores_gemma":[0.00030224494,0.00013516253,0.0001683857,0.00024441755,0.00015494971,0.00021894423,0.00010478041,0.00029694915,0.00013342142],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042584907,0.000020507347,0.0012796416,0.00004823901,0.000005419622,0.000056733083,0.000029655348,0.0002285151,0.99668676,0.000018344314,0.00001188257,0.001571694],"study_design_scores_gemma":[0.0000037580276,0.0009078804,0.051542476,0.000013534777,0.000030190397,0.00023452433,0.00011530659,0.0013836963,0.94445705,0.000027057518,0.0012722134,0.000012333785],"about_ca_topic_score_codex":0.0005337549,"about_ca_topic_score_gemma":0.001565411,"teacher_disagreement_score":0.0011242828,"about_ca_system_score_codex":0.00011368901,"about_ca_system_score_gemma":0.00009813271,"threshold_uncertainty_score":0.0037611127},"labels":[],"label_agreement":null},{"id":"W4412825523","doi":"10.2139/ssrn.5375453","title":"Healing Capsules in Early-Age Cementitious Composites: A Deterministic-Probabilistic Multi-Scale Approach","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovative concrete reinforcement 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":"Probabilistic logic; Composite material; Materials science; Scale (ratio); Computer science; Artificial intelligence; Physics","score_opus":0.016949209169968983,"score_gpt":0.2524314710691731,"score_spread":0.2354822618992041,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412825523","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":[0.2144078,0.0017096008,0.77150226,0.00075775734,0.00009695445,0.00009373009,0.00019202658,0.00028476585,0.01095519],"genre_scores_gemma":[0.96939063,0.00054573035,0.025029073,0.00005765999,0.000044418255,0.000060252503,0.00006277673,0.00010766974,0.0047018346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996927,0.00008105289,0.00001585487,0.00007500586,0.00008067301,0.000054761706],"domain_scores_gemma":[0.9980502,0.0009218389,0.0005334927,0.00017234302,0.00017290076,0.0001492687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012379881,0.0005945913,0.0010903171,0.0009729114,0.0006419686,0.0013619985,0.0019140014,0.002069947,0.0020916318],"category_scores_gemma":[0.0033311378,0.0010838592,0.0012748903,0.0004856085,0.00211319,0.0019060693,0.0015900885,0.0010034561,0.00021269907],"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":[0.00004774462,0.00003207982,0.0005112249,0.000088634966,0.000018086215,0.00011580306,0.000042392923,0.95237213,0.0033988177,0.040044826,0.00019532292,0.0031329403],"study_design_scores_gemma":[0.0000045176507,0.000009183632,0.00022090109,0.0000038110775,0.000006184709,0.000013473741,0.000010080785,0.99181366,0.00040373128,0.0073950063,0.00011251738,0.000007042672],"about_ca_topic_score_codex":0.0037770402,"about_ca_topic_score_gemma":0.0030321907,"teacher_disagreement_score":0.0037770402,"about_ca_system_score_codex":0.0013467554,"about_ca_system_score_gemma":0.000720379,"threshold_uncertainty_score":0.009771407},"labels":[],"label_agreement":null},{"id":"W4412942935","doi":"10.1680/jmacr.25.00060","title":"Exploring microscopic and mechanical tools to uncover the anisotropic damage evolution of prestressed concrete sleepers affected by internal swelling reactions","year":2025,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"","keywords":"Swelling; Prestressed concrete; Anisotropy; Structural engineering; Engineering; Forensic engineering; Materials science; Geotechnical engineering; Composite material; Physics","score_opus":0.06068635420919993,"score_gpt":0.31081712448789073,"score_spread":0.2501307702786908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412942935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99470043,0.00042740235,0.003707745,0.000020730156,0.00000623259,0.000019231355,0.00014312594,0.000034830788,0.0009402076],"genre_scores_gemma":[0.99529064,0.0001996883,0.0035498466,0.000009203557,0.0000036387014,0.000008409436,0.00008044196,0.000007636481,0.00085043785],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984205,0.000011502573,0.0000076721635,0.000034973855,0.00007838618,0.000025438976],"domain_scores_gemma":[0.9997861,0.000027216358,0.00007279731,0.000017789902,0.000072659146,0.000023354833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027958705,0.00033641214,0.00018622949,0.001576657,0.00029389188,0.0003362268,0.0002055042,0.00038076576,0.0011606882],"category_scores_gemma":[0.00024233587,0.00027378145,0.00017634113,0.00039794194,0.00054782274,0.00037230854,0.00030433433,0.00035471455,0.00024564005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005622017,0.000026699094,0.050601717,0.0001667109,0.000025147941,0.00025872086,0.0006409454,0.0009480209,0.93828315,0.00015281222,0.000053901153,0.008785907],"study_design_scores_gemma":[0.000005847582,0.00040558245,0.72351986,0.0000475809,0.00007393464,0.0011589284,0.0032097788,0.013207437,0.25503108,0.00032441493,0.0029705102,0.000044999397],"about_ca_topic_score_codex":0.0041708644,"about_ca_topic_score_gemma":0.018007822,"teacher_disagreement_score":0.0041708644,"about_ca_system_score_codex":0.00020644117,"about_ca_system_score_gemma":0.0002218132,"threshold_uncertainty_score":0.008293152},"labels":[],"label_agreement":null},{"id":"W4412992071","doi":"10.1139/cjce-2024-0407","title":"Fracture damage and softening constitutive relationship of polyethylene fiber-reinforced composite concrete under freeze–thaw cycles","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"Materials science; Composite number; Composite material; Softening; Fracture (geology); Fiber; Polyethylene; Constitutive equation; Fiber-reinforced concrete; Structural engineering; Finite element method; Engineering","score_opus":0.008171904938429175,"score_gpt":0.20666467681027162,"score_spread":0.19849277187184244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412992071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99605125,0.000117335854,0.003316912,0.000007931488,0.0000022284871,0.00001093526,0.00006233134,0.000030490162,0.00040048038],"genre_scores_gemma":[0.9989477,0.000049174396,0.0006429255,0.000003922527,5.954137e-7,0.0000069649604,0.000041343803,0.0000060785283,0.00030139807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971825,0.000020340936,0.000016718122,0.000056972593,0.00014871966,0.000038967333],"domain_scores_gemma":[0.99957365,0.00012304018,0.00011014851,0.000057989186,0.00010550846,0.000029805615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038843125,0.00025545247,0.00022718975,0.00051781064,0.00016909026,0.00013689582,0.00035203263,0.00031139358,0.00075132],"category_scores_gemma":[0.0007212524,0.00024276206,0.00032982143,0.00026277467,0.00037455934,0.00032266838,0.00018340487,0.00041892726,0.00010846373],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001365606,0.00007645496,0.0094217025,0.000066272085,0.000018339428,0.00023458508,0.00030454271,0.047916155,0.9312679,0.00019499974,0.0000714108,0.010291085],"study_design_scores_gemma":[0.000008409209,0.0004202502,0.07642311,0.000017049684,0.00002887273,0.00037173528,0.00015575737,0.19141898,0.73026395,0.00018850651,0.0006607367,0.00004262472],"about_ca_topic_score_codex":0.0033646724,"about_ca_topic_score_gemma":0.0066845347,"teacher_disagreement_score":0.0033646724,"about_ca_system_score_codex":0.00046363153,"about_ca_system_score_gemma":0.00020468501,"threshold_uncertainty_score":0.006690204},"labels":[],"label_agreement":null},{"id":"W4413302898","doi":"10.1016/j.istruc.2025.109978","title":"A comprehensive study on evaluating effective cracked stiffness of Engineered cementitious composite (ECC): Experimental findings and proposed stiffness modifiers","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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 British Columbia, Okanagan Campus; University of British Columbia","funders":"Higher Education Commission, Pakistan","keywords":"Stiffness; Composite number; Materials science; Structural engineering; Cementitious; Composite material; Cement; Engineering","score_opus":0.015961572875448485,"score_gpt":0.3008012823929211,"score_spread":0.2848397095174726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413302898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9858548,0.00033475112,0.012856455,0.000010238803,0.000011812279,0.000029723691,0.00007288033,0.000044254943,0.00078508083],"genre_scores_gemma":[0.99319917,0.00017966372,0.005775499,0.0000070644114,0.000004104836,0.000016989881,0.000043377404,0.000009683885,0.0007644189],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965465,0.000039711587,0.00001661139,0.00006542777,0.00018909997,0.00003452401],"domain_scores_gemma":[0.99906594,0.00033586004,0.00015137222,0.00011628468,0.0002779932,0.000052545838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004908623,0.00047746117,0.00021093494,0.00028114035,0.00022573229,0.00014416031,0.00030398867,0.00037471936,0.0013128615],"category_scores_gemma":[0.0007088079,0.00015499021,0.00018163289,0.00019461653,0.0003635043,0.00044773516,0.00023383221,0.00039165345,0.00015095569],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000092155016,0.00007986106,0.0005609462,0.00009009833,0.000004663066,0.000029972187,0.000059447742,0.00094640267,0.99352807,0.0001065412,0.000016973801,0.004484955],"study_design_scores_gemma":[0.000006662609,0.0008763374,0.003999764,0.000006444168,0.000021554906,0.000056225927,0.00005231949,0.003955913,0.9905014,0.00003164513,0.00047877574,0.000012890259],"about_ca_topic_score_codex":0.00039936573,"about_ca_topic_score_gemma":0.0010170736,"teacher_disagreement_score":0.0013128615,"about_ca_system_score_codex":0.00012598277,"about_ca_system_score_gemma":0.00020898807,"threshold_uncertainty_score":0.0043919086},"labels":[],"label_agreement":null},{"id":"W4413342598","doi":"10.3390/infrastructures10080219","title":"Dynamic Probabilistic Modeling of Concrete Strength: Markov Chains and Regression for Sustainable Mix Design","year":2025,"lang":"en","type":"article","venue":"Infrastructures","topic":"Innovative concrete reinforcement 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 Regina","funders":"University of Regina","keywords":"Markov chain; Probabilistic logic; Regression analysis; Regression; Econometrics; Computer science; Markov model; Civil engineering; Engineering; Mathematics; Statistics; Machine learning; Artificial intelligence","score_opus":0.008378805521258866,"score_gpt":0.24371271594233676,"score_spread":0.2353339104210779,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413342598","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":[0.042721756,0.0006420581,0.95342916,0.0003559832,0.000042794993,0.00007370087,0.00028695614,0.00049422524,0.001953333],"genre_scores_gemma":[0.8660164,0.001274614,0.12594447,0.00017656252,0.00012276837,0.0004362187,0.0009700147,0.00017880622,0.004880199],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989749,0.00048295863,0.000042109794,0.00020629808,0.00018534073,0.000108378226],"domain_scores_gemma":[0.99585754,0.0030794651,0.00046466928,0.00013051082,0.00037878501,0.00008900744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033349872,0.0011285486,0.0012366051,0.0010874723,0.0005115943,0.0012469734,0.0014186051,0.0012868966,0.0019156554],"category_scores_gemma":[0.0076478748,0.00097145303,0.0018144784,0.0008390549,0.0009605908,0.0012110353,0.0011015612,0.0017498637,0.00044602636],"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":[0.000011975848,0.000010504258,0.0007010825,0.000011907517,0.000021036534,0.000009552888,0.000012214985,0.99324244,0.00016495012,0.0031852557,0.00007630544,0.0025526984],"study_design_scores_gemma":[0.0000014387828,0.0000040299165,0.00007965151,0.0000030801443,0.0000038600447,0.0000017931095,0.0000017768934,0.99820924,0.00005057302,0.0015564574,0.00008491662,0.0000031817729],"about_ca_topic_score_codex":0.03170245,"about_ca_topic_score_gemma":0.019184636,"teacher_disagreement_score":0.03170245,"about_ca_system_score_codex":0.0014191618,"about_ca_system_score_gemma":0.0017827582,"threshold_uncertainty_score":0.063035846},"labels":[],"label_agreement":null},{"id":"W4413406355","doi":"10.1016/j.prostr.2025.07.054","title":"Mechanical performance of M40 Grade concrete with partial replacement of GGBFS and Silica Fume","year":2025,"lang":"en","type":"article","venue":"Procedia Structural Integrity","topic":"Innovative concrete reinforcement 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":"Heritage College","funders":"","keywords":"Silica fume; Materials science; Ground granulated blast-furnace slag; Composite material; Structural engineering; Engineering; Fly ash","score_opus":0.011116367310744495,"score_gpt":0.24207235467260085,"score_spread":0.23095598736185635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413406355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99923277,0.00021997199,0.000111051944,0.0000063400307,0.0000060534167,0.000003461919,0.000053669726,0.000007467063,0.00035908518],"genre_scores_gemma":[0.9987155,0.00014848946,0.00020291323,0.000005531393,0.0000026318942,0.00000270161,0.0000857181,0.0000044056264,0.0008322211],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996302,0.000038503535,0.00003010946,0.000057796962,0.00018504783,0.000058216665],"domain_scores_gemma":[0.999585,0.0000634734,0.00010936272,0.000029771974,0.00010712398,0.00010530157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003216364,0.0004824876,0.0002745235,0.00041228667,0.00016413302,0.00016704907,0.0002211052,0.00034693678,0.0013665283],"category_scores_gemma":[0.00040112928,0.00017557842,0.0003369003,0.00029145312,0.0002338712,0.00019760529,0.00021290824,0.0003044083,0.00026520627],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010238367,0.0003111619,0.004773893,0.00016614205,0.000038550228,0.00015653754,0.00009649362,0.0029870956,0.98564917,0.00006326993,0.0000711266,0.0046626795],"study_design_scores_gemma":[0.000039502025,0.010412427,0.044290252,0.000025076231,0.00008874667,0.00019474515,0.0001543583,0.0045026895,0.9388701,0.000035644898,0.0013565725,0.000029851093],"about_ca_topic_score_codex":0.002193619,"about_ca_topic_score_gemma":0.004846985,"teacher_disagreement_score":0.002193619,"about_ca_system_score_codex":0.00018244157,"about_ca_system_score_gemma":0.0002269622,"threshold_uncertainty_score":0.0045714974},"labels":[],"label_agreement":null},{"id":"W4413453008","doi":"10.1016/j.compositesb.2025.112949","title":"Utilization of CaO to accelerate the pozzolanic reaction of excessive silica fume in ultra-high-performance fiber-reinforced concrete: Implications for microstructural and mechanical properties","year":2025,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovative concrete reinforcement 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":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea","keywords":"Materials science; Silica fume; Composite material; Pozzolan; Pozzolanic reaction; Fiber; Pozzolanic activity; Compressive strength; Cement; Portland cement","score_opus":0.020786190440505142,"score_gpt":0.2422708292300303,"score_spread":0.22148463878952515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413453008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980629,0.00011361996,0.0013175546,0.000023534194,0.0000074646327,0.00001057289,0.000024433702,0.000015020701,0.0004248248],"genre_scores_gemma":[0.9985002,0.00010765679,0.0009396599,0.000006228371,0.000001859965,0.0000036409992,0.000028337707,0.0000081139515,0.00040422575],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999447,0.000004658774,0.000003969514,0.000012015932,0.00001539591,0.000019331306],"domain_scores_gemma":[0.9999354,0.000011298459,0.000018298435,0.000007798855,0.000013982251,0.000013213521],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011626019,0.00019762604,0.00012304114,0.00011952926,0.00013830814,0.00020343164,0.0002222934,0.0001494252,0.00047760954],"category_scores_gemma":[0.0001405975,0.00008474645,0.00014968275,0.00010153907,0.00021674359,0.00025261918,0.00013303293,0.00025078596,0.00009477091],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021648,0.00005360198,0.0005959389,0.0000305708,0.000006098716,0.0000393799,0.000022914865,0.00035090116,0.9966247,0.0001472143,0.000017233986,0.001895038],"study_design_scores_gemma":[0.000009316446,0.00014382327,0.0009841245,0.0000013693694,0.0000059375693,0.000016382948,0.000012861245,0.0008037336,0.9977133,0.000018114168,0.0002884876,0.0000025612678],"about_ca_topic_score_codex":0.004780242,"about_ca_topic_score_gemma":0.0105525255,"teacher_disagreement_score":0.004780242,"about_ca_system_score_codex":0.00030316034,"about_ca_system_score_gemma":0.0005023417,"threshold_uncertainty_score":0.009504795},"labels":[],"label_agreement":null},{"id":"W4413937929","doi":"10.1680/aocdar.34037.0030","title":"EFFECT OF REINFORCEMENT ON AAR EXPANSION IN CONCRETE","year":2005,"lang":"en","type":"book-chapter","venue":"","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"","keywords":"Reinforcement; Structural engineering; Engineering","score_opus":0.00905380499777155,"score_gpt":0.22581485825480155,"score_spread":0.21676105325703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413937929","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9836008,0.0023401943,0.004810318,0.00003649203,0.000015984311,0.000021138465,0.00006118018,0.00026534434,0.008848634],"genre_scores_gemma":[0.9944537,0.0005466695,0.0019541294,0.000020331814,0.0000080687005,0.0000065192444,0.000052021354,0.000023701348,0.0029347532],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975735,0.000059283946,0.000009111486,0.000037469268,0.000111587564,0.000025316565],"domain_scores_gemma":[0.9996747,0.00015616103,0.0000853996,0.000027673681,0.000028024118,0.000028093076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022498646,0.0003013504,0.0001787951,0.00021522156,0.00012683653,0.00024722295,0.00024826537,0.00025213865,0.0015928675],"category_scores_gemma":[0.00041808345,0.00014635408,0.00013782064,0.00014691422,0.00024542282,0.0002605424,0.00025695498,0.00027639547,0.00051735627],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019909786,0.000050836396,0.0005735404,0.000074063224,0.000008791766,0.00017477937,0.000062083884,0.005529296,0.97818595,0.0002661067,0.00007613891,0.014799352],"study_design_scores_gemma":[0.000020121664,0.0014633554,0.0073262034,0.000019417976,0.000034884622,0.0005221757,0.000032042444,0.006796149,0.9799203,0.00016865137,0.0036809596,0.000015764826],"about_ca_topic_score_codex":0.00033527787,"about_ca_topic_score_gemma":0.00056881196,"teacher_disagreement_score":0.0015928675,"about_ca_system_score_codex":0.00024004182,"about_ca_system_score_gemma":0.00010526041,"threshold_uncertainty_score":0.005328715},"labels":[],"label_agreement":null},{"id":"W4414013370","doi":"10.1016/j.jobe.2025.113989","title":"Strategies for improving the structural performance of sustainable lightweight concrete beams","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement 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 British Columbia, Okanagan Campus; University of British Columbia","funders":"Innovation and Technology Fund; Natural Science Foundation of Jiangxi Province; Hong Kong Polytechnic University; National Natural Science Foundation of China","keywords":"Structural engineering; Structural health monitoring; Architectural engineering; Construction engineering; Computer science; Engineering; Materials science","score_opus":0.004614083250226619,"score_gpt":0.21421839241576904,"score_spread":0.20960430916554243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414013370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5294519,0.006541044,0.40168798,0.0033696927,0.00018920543,0.00019055739,0.00012932532,0.0006287054,0.057811543],"genre_scores_gemma":[0.94734955,0.0016937322,0.043768235,0.00013417147,0.000028338474,0.000066200766,0.0000539346,0.0000459767,0.006859838],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967015,0.00007539215,0.000010746634,0.00003321973,0.00015743311,0.000053119213],"domain_scores_gemma":[0.9996611,0.00007011044,0.000062265295,0.000033044635,0.00014566942,0.000027895589],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008830303,0.0005559556,0.00030326383,0.00048774458,0.00042217973,0.00097281544,0.00085888675,0.0008190844,0.004553247],"category_scores_gemma":[0.00091963646,0.00017509391,0.00019692855,0.0003138979,0.00046926335,0.001239113,0.0009191853,0.00045968915,0.00094765064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017571994,0.0004499863,0.003816574,0.00066614046,0.000048198162,0.00020611839,0.00048227247,0.122781605,0.5422044,0.0772899,0.0025743172,0.2493047],"study_design_scores_gemma":[0.00014867609,0.002026428,0.007250038,0.0005142125,0.00014835343,0.00033912354,0.0020297973,0.33659714,0.49521118,0.090370096,0.06526223,0.00010284564],"about_ca_topic_score_codex":0.0012655195,"about_ca_topic_score_gemma":0.004229609,"teacher_disagreement_score":0.004553247,"about_ca_system_score_codex":0.00068784325,"about_ca_system_score_gemma":0.0012322417,"threshold_uncertainty_score":0.015232146},"labels":[],"label_agreement":null},{"id":"W4414049278","doi":"10.1139/cjce-2025-0167","title":"Flexural behavior of carbon fabric reinforced cementitious matrix (FRCM) composite plates with added short fibers","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Innovative concrete reinforcement 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":"National Natural Science Foundation of China","keywords":"Flexural strength; Brittleness; Composite number; Volume fraction; Carbon fibers; Aggregate (composite); Polyethylene; Matrix (chemical analysis)","score_opus":0.005816238316467717,"score_gpt":0.1999939851553463,"score_spread":0.1941777468388786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414049278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989538,0.0001661347,0.00037228645,0.000007493881,0.000006162876,0.000003977193,0.00008500386,0.000021007412,0.00038400665],"genre_scores_gemma":[0.99861455,0.0000795622,0.00039591978,0.0000069507687,0.0000022854956,0.0000040391883,0.00007725574,0.000005474009,0.0008139543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980694,0.00001848469,0.00001242088,0.000037936512,0.000089566645,0.000034770594],"domain_scores_gemma":[0.99935526,0.0002034262,0.00015705157,0.000040771352,0.00015891937,0.000084618485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022646697,0.00043186898,0.0001208788,0.0005315076,0.00013649865,0.00009740068,0.00022561931,0.0003699402,0.0019748388],"category_scores_gemma":[0.0003620167,0.00016712763,0.00018060293,0.00027851886,0.00024722886,0.00024074201,0.0001263938,0.000322101,0.00027180274],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016024176,0.000018120774,0.00074138644,0.000029441855,0.0000052958585,0.00008205645,0.00005011152,0.0006489414,0.99702793,0.000016873499,0.000021575564,0.0011980358],"study_design_scores_gemma":[0.0000059881045,0.00078148156,0.028624315,0.0000093714525,0.000015799831,0.00009711801,0.00010274918,0.0035278224,0.96648294,0.000015334446,0.00032261442,0.000014518942],"about_ca_topic_score_codex":0.0015987533,"about_ca_topic_score_gemma":0.0032020297,"teacher_disagreement_score":0.0019748388,"about_ca_system_score_codex":0.00013461061,"about_ca_system_score_gemma":0.00009521414,"threshold_uncertainty_score":0.006606519},"labels":[],"label_agreement":null},{"id":"W4414164600","doi":"10.18280/ijdne.200704","title":"Optimization of Mechanical and Durability Properties of Manganese Slag Hybrid Fiber Concrete Using an L9 Orthogonal Design and Grey Relational Analysis","year":2025,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Innovative concrete reinforcement 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":"Grey relational analysis; Durability; Manganese; Fiber; Slag (welding); Composite number","score_opus":0.018332205684265385,"score_gpt":0.24642824628288862,"score_spread":0.22809604059862323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414164600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89973617,0.00018954164,0.0943763,0.000039826897,0.000012616149,0.00004472041,0.000057305573,0.00009923096,0.0054442235],"genre_scores_gemma":[0.98972523,0.00003963586,0.009651804,0.0000029505575,0.0000012208367,0.000017216138,0.000020053767,0.000008847558,0.00053300924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980956,0.00004260718,0.000010573409,0.000037173773,0.0000741525,0.000025887946],"domain_scores_gemma":[0.9998258,0.00007020162,0.000040789608,0.0000131069555,0.00004049728,0.000009615902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005412117,0.0003900234,0.00056370324,0.0004940378,0.00029108213,0.0005856089,0.00039532676,0.00042797052,0.001099948],"category_scores_gemma":[0.00040334967,0.00031190968,0.0006905586,0.0003878379,0.00026127452,0.00033361575,0.00027762225,0.00020540136,0.00010621566],"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":[0.00025843846,0.0001919464,0.0018133009,0.00018455977,0.000047111753,0.00006372913,0.00006386889,0.86749196,0.10312653,0.0014552033,0.00010366904,0.02519975],"study_design_scores_gemma":[0.000016630534,0.0003413796,0.0018393644,0.000005190058,0.00004578784,0.000012076802,0.000028166249,0.981643,0.015511129,0.0002638054,0.00028259467,0.00001086579],"about_ca_topic_score_codex":0.0021282416,"about_ca_topic_score_gemma":0.0034410001,"teacher_disagreement_score":0.0021282416,"about_ca_system_score_codex":0.00046022783,"about_ca_system_score_gemma":0.0005587733,"threshold_uncertainty_score":0.0042316914},"labels":[],"label_agreement":null},{"id":"W4414279755","doi":"10.1515/rams-2025-0141","title":"A comprehensive review: The impact of recycling polypropylene fiber on lightweight concrete performance","year":2025,"lang":"en","type":"article","venue":"REVIEWS ON ADVANCED MATERIALS SCIENCE","topic":"Innovative concrete reinforcement 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":"Cementitious; Foundation (evidence); Flexural strength; Polypropylene; Fiber; Durability; Compressive strength; Reinforcement","score_opus":0.01945847930522512,"score_gpt":0.3152017048532855,"score_spread":0.29574322554806043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414279755","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":[0.00039739747,0.99888676,0.000059010454,0.00012099133,0.000086416665,0.000008521157,0.000050922958,0.0000049039777,0.00038508966],"genre_scores_gemma":[0.0019284012,0.99766326,0.00010970087,0.000090686604,0.00004886151,0.000007665614,0.00004004676,0.00000122642,0.00011020451],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99922407,0.00015710031,0.00022066827,0.000101851016,0.00024359034,0.000052623367],"domain_scores_gemma":[0.99768543,0.0012163931,0.00046469807,0.000042295844,0.0005212139,0.00007005802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014762551,0.0009841204,0.0020230273,0.005357314,0.0003376199,0.0017504577,0.0009463546,0.001201715,0.004297435],"category_scores_gemma":[0.0028349753,0.00041858535,0.0017840381,0.0048826733,0.00037458667,0.0014194809,0.00068460836,0.00068508676,0.00070812606],"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":[0.00020271302,0.00013177491,0.00086967385,0.39242345,0.0012257153,0.00030893015,0.0002647382,0.00081739447,0.0030783636,0.0019893928,0.020128274,0.5785595],"study_design_scores_gemma":[0.000041336873,0.0006154141,0.006806286,0.15820962,0.007633121,0.0015625021,0.00043851975,0.0004654391,0.003285688,0.00091854774,0.8199132,0.00011028696],"about_ca_topic_score_codex":0.0029818972,"about_ca_topic_score_gemma":0.0044512083,"teacher_disagreement_score":0.005357314,"about_ca_system_score_codex":0.0007911055,"about_ca_system_score_gemma":0.0036195784,"threshold_uncertainty_score":0.014376342},"labels":[],"label_agreement":null},{"id":"W4414517787","doi":"10.1016/j.istruc.2025.110270","title":"The importance of using silica fume and pumice powder in cement-based fiber composites, with a focus on microstructural and mechanical assessments","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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":"Pumice; Silica fume; Flexural strength; Cementitious; Ultimate tensile strength; Compressive strength; Fiber; Rebar","score_opus":0.008690497055746357,"score_gpt":0.2648130189479009,"score_spread":0.2561225218921545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414517787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99002635,0.0025554232,0.0058735814,0.000049515682,0.000027951479,0.000040582723,0.00007815315,0.000055419252,0.0012930577],"genre_scores_gemma":[0.9939114,0.00080256595,0.0046816855,0.00002069221,0.000008322209,0.000017584814,0.000050985742,0.0000153675,0.0004914568],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996581,0.000052182706,0.000028789651,0.00008148379,0.000148834,0.00003058482],"domain_scores_gemma":[0.9997638,0.00006174956,0.000075931894,0.000018481212,0.000057271653,0.000022719969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030611813,0.00051375595,0.00025054053,0.0003343739,0.00016689337,0.00034143645,0.00019413744,0.00036828022,0.0006444504],"category_scores_gemma":[0.00041364663,0.00021266419,0.00021305915,0.00016070066,0.00027713037,0.0004694439,0.00019336393,0.00038834257,0.0001569358],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038964394,0.000014607442,0.00032517046,0.00006199581,0.000005262587,0.000022587366,0.0000074342233,0.00006754393,0.99802446,0.000018116654,0.0000042778897,0.0014094815],"study_design_scores_gemma":[0.000002529878,0.0002998497,0.0033842972,0.0000068636864,0.000021964466,0.00008069037,0.000023313209,0.00043574025,0.99506,0.000017433582,0.00066299876,0.000004308009],"about_ca_topic_score_codex":0.00050717586,"about_ca_topic_score_gemma":0.0025372864,"teacher_disagreement_score":0.0006444504,"about_ca_system_score_codex":0.00016564773,"about_ca_system_score_gemma":0.00020221407,"threshold_uncertainty_score":0.0021559},"labels":[],"label_agreement":null},{"id":"W4414631567","doi":"10.1080/14680629.2025.2559824","title":"Developing interpretable machine learning models for predicting the compressive strength of roller-compacted concrete","year":2025,"lang":"en","type":"article","venue":"Road Materials and Pavement Design","topic":"Innovative concrete reinforcement 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 Manitoba","funders":"","keywords":"Compressive strength; Compression (physics); Predictive modelling; Pattern recognition (psychology); Artificial neural network","score_opus":0.033744064447318665,"score_gpt":0.24812114579966799,"score_spread":0.2143770813523493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414631567","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":[0.12057455,0.00022061533,0.8759219,0.00014753218,0.000021546603,0.000090417816,0.0001708683,0.0012165742,0.0016359987],"genre_scores_gemma":[0.81982183,0.00022773085,0.17743853,0.00005201521,0.000017454611,0.00025488329,0.00042655622,0.000054573367,0.0017064126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979144,0.00006691177,0.000015244683,0.000056926416,0.000049263734,0.000020211162],"domain_scores_gemma":[0.99919003,0.0005850699,0.00007720912,0.000025843745,0.00011054729,0.000011381191],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010880507,0.0008041598,0.0004265603,0.0005350074,0.00018605078,0.00072568975,0.0007040275,0.0007200018,0.0008394351],"category_scores_gemma":[0.002217393,0.0003317663,0.0006705256,0.00029918502,0.00021840609,0.00058913836,0.00041161943,0.0009478696,0.00031139594],"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":[0.000023873965,0.00006366178,0.0014819669,0.00004056318,0.000022653094,0.000030429073,0.00003147276,0.9525839,0.0033012184,0.0012814747,0.00020604773,0.040932763],"study_design_scores_gemma":[8.0237356e-7,0.000006837453,0.00010321799,0.0000016316396,0.000002339303,0.0000018929697,0.0000021623382,0.998998,0.00061528926,0.00020692826,0.00005947565,0.0000014194098],"about_ca_topic_score_codex":0.0039491826,"about_ca_topic_score_gemma":0.0045749783,"teacher_disagreement_score":0.0039491826,"about_ca_system_score_codex":0.0004657031,"about_ca_system_score_gemma":0.0008281213,"threshold_uncertainty_score":0.007852435},"labels":[],"label_agreement":null},{"id":"W4414851442","doi":"10.1016/j.engstruct.2025.121491","title":"Structural behaviour of precast prestressed H-shaped ultra-high performance concrete (UHPC) pile with steel spliced joint","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":false,"ca_institutions":"Chrysler (Canada); University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Precast concrete; Joint (building); Pile; Prestressed concrete; splice; Bridge (graph theory)","score_opus":0.0068514562922581965,"score_gpt":0.19512446617396245,"score_spread":0.18827300988170426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414851442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995696,0.000025357933,0.00020355212,0.0000029654018,0.0000018704303,0.0000027810468,0.000030944517,0.00000977779,0.00015316845],"genre_scores_gemma":[0.9993919,0.000020854324,0.00020740766,0.000002554276,6.378265e-7,0.00000199489,0.000044688488,0.0000019985307,0.0003279743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997683,0.000019445783,0.000013771723,0.000034320718,0.00011690079,0.0000471501],"domain_scores_gemma":[0.99964046,0.000051858675,0.00011882609,0.000040087154,0.00007868132,0.00007007818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001646057,0.00029576334,0.00016072625,0.00036536335,0.00023024993,0.00012901475,0.00026409177,0.0004506237,0.001279073],"category_scores_gemma":[0.00033077653,0.00023572348,0.00022956141,0.00023530942,0.00039022125,0.00017205662,0.0002003943,0.00025791812,0.00026217432],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020978102,0.000056555567,0.0038206952,0.000055615863,0.000011610508,0.00040824994,0.0001329286,0.0049951496,0.9879538,0.00004395333,0.000043466203,0.002268213],"study_design_scores_gemma":[0.000009852263,0.0019510199,0.1156881,0.000020725305,0.000036620822,0.00073052046,0.00053342705,0.016312586,0.86396486,0.00003566636,0.0006772134,0.000039398532],"about_ca_topic_score_codex":0.0017652947,"about_ca_topic_score_gemma":0.004976408,"teacher_disagreement_score":0.0017652947,"about_ca_system_score_codex":0.00017585454,"about_ca_system_score_gemma":0.00018151569,"threshold_uncertainty_score":0.004278958},"labels":[],"label_agreement":null},{"id":"W4415378775","doi":"10.1016/j.engstruct.2025.121613","title":"Interface shear behaviour of ultra-high performance concrete under combined shear and lateral loads","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"Australian Research Council; Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Precast concrete; Shear (geology); Shear stress; Ultimate tensile strength; Direct shear test; Shear strength (soil); Compressive strength; Overburden pressure","score_opus":0.004705436243778059,"score_gpt":0.2117851684027514,"score_spread":0.20707973215897335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415378775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991072,0.00009120592,0.0005224372,0.0000031877191,0.0000021868666,0.0000035278745,0.000039035473,0.000015717344,0.00021560222],"genre_scores_gemma":[0.99888223,0.00008979566,0.00036346752,0.0000058607975,0.0000014239348,0.000003527144,0.00009341182,0.000007472442,0.0005526977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997774,0.000022483158,0.000012163052,0.00003617329,0.000114774,0.000037065314],"domain_scores_gemma":[0.9996928,0.000049233982,0.00010244923,0.00002197133,0.000092659204,0.000040800216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003461211,0.00038597232,0.00023199964,0.00047473138,0.00017532046,0.00027544767,0.00016920637,0.00031396616,0.0011716846],"category_scores_gemma":[0.00042477707,0.00018228247,0.00021516965,0.00023800987,0.0004034792,0.00023953471,0.00022213365,0.0003424374,0.00025676322],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001524856,0.000019142666,0.002642183,0.00003256299,0.000008110588,0.000093441406,0.00014238618,0.0011335129,0.99405485,0.000039067912,0.00001936957,0.0016628957],"study_design_scores_gemma":[0.000013667171,0.0012538354,0.055096358,0.000017575994,0.000034230237,0.00018838071,0.00030979098,0.00882196,0.9335722,0.000037345,0.000629023,0.000025610554],"about_ca_topic_score_codex":0.0017975809,"about_ca_topic_score_gemma":0.0032323892,"teacher_disagreement_score":0.0017975809,"about_ca_system_score_codex":0.00017616316,"about_ca_system_score_gemma":0.0001874609,"threshold_uncertainty_score":0.003919661},"labels":[],"label_agreement":null},{"id":"W4415385501","doi":"10.4236/msa.2025.1610029","title":"Comparative Study of the Adhesion of Reinforcements in Polymer Concrete and Cementitious Concrete","year":2025,"lang":"","type":"article","venue":"Materials Sciences and Applications","topic":"Innovative concrete reinforcement 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":"International Development Research Centre; Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Cementitious; Cement; Polymer; Reinforcement; Eurocode; Adhesion; Polymer concrete","score_opus":0.021368885894977013,"score_gpt":0.28844434097727956,"score_spread":0.26707545508230257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415385501","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975612,0.00057675765,0.0007616055,0.000007136801,0.000009931408,0.000010047748,0.00003455194,0.0000056554654,0.0010329902],"genre_scores_gemma":[0.9981943,0.00022901573,0.00035835276,0.000006154433,0.000004145326,0.000005170403,0.00004531609,0.0000027144338,0.0011548959],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994399,0.000071342314,0.000031171134,0.00007697343,0.00029592207,0.000084590145],"domain_scores_gemma":[0.99962497,0.00011475519,0.00007662248,0.000022896775,0.00010681905,0.00005393867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033361575,0.00031723044,0.00025954176,0.0006134111,0.00025190075,0.00032625656,0.0002668562,0.00039246227,0.0018378481],"category_scores_gemma":[0.0006266225,0.00013677996,0.00025401323,0.00034290046,0.00024443548,0.00025698805,0.00036961888,0.0004495774,0.0003433298],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001029582,0.000054489745,0.0018323686,0.00008295155,0.000022982369,0.0001805555,0.00014516691,0.0008627666,0.991417,0.00011433752,0.00002847655,0.0051560295],"study_design_scores_gemma":[0.000004147151,0.0012968521,0.036296226,0.000015286934,0.00005333934,0.0002944528,0.00029621876,0.002733249,0.9572914,0.000059779628,0.001641802,0.00001735305],"about_ca_topic_score_codex":0.0011084175,"about_ca_topic_score_gemma":0.0013832893,"teacher_disagreement_score":0.0018378481,"about_ca_system_score_codex":0.00019724462,"about_ca_system_score_gemma":0.00013615079,"threshold_uncertainty_score":0.006148219},"labels":[],"label_agreement":null},{"id":"W4415438336","doi":"10.1007/978-3-031-97435-9_9","title":"Exploring the Mechanical Properties and Applications of New Generation Helically Deformed Glass Fiber-Reinforced Polymer (GFRP) Bars","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Innovative concrete reinforcement 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":"Genetec (Canada); Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Ultimate tensile strength; Bar (unit); Transverse plane; Shear (geology); Young's modulus; Glass fiber; Polymer","score_opus":0.03623856420098738,"score_gpt":0.20729061091252152,"score_spread":0.17105204671153412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415438336","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8859327,0.01696621,0.03416557,0.0004350127,0.0001769144,0.00003125287,0.00021030112,0.0003543882,0.06172765],"genre_scores_gemma":[0.9533689,0.0052526,0.010642167,0.000063168816,0.000048713,0.000012608679,0.00016085927,0.000052927815,0.03039802],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993837,0.000003964726,9.3689545e-7,0.000010626764,0.000036896763,0.000009071376],"domain_scores_gemma":[0.99996567,0.000011469881,0.000006103448,0.00000384179,0.000008965902,0.000003965057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000116163545,0.00016115302,0.00010988673,0.00020987811,0.0001412685,0.00027090087,0.00030584598,0.00031068455,0.002871934],"category_scores_gemma":[0.00009722298,0.00013390995,0.0001650626,0.0001879771,0.0001896259,0.0004917439,0.00017101606,0.00024613028,0.0006910692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006323166,0.000034777728,0.00022715938,0.00010756212,0.0000041305775,0.000076603115,0.000038769213,0.0030483985,0.9582599,0.0020618835,0.00038155582,0.035695992],"study_design_scores_gemma":[0.000015011667,0.00089559803,0.007872027,0.000046147554,0.000027796465,0.00043861105,0.00013286623,0.026563024,0.9180445,0.002465033,0.04347161,0.000027800072],"about_ca_topic_score_codex":0.00021912236,"about_ca_topic_score_gemma":0.00062726426,"teacher_disagreement_score":0.002871934,"about_ca_system_score_codex":0.0001580198,"about_ca_system_score_gemma":0.00008550405,"threshold_uncertainty_score":0.0096075535},"labels":[],"label_agreement":null},{"id":"W4415646014","doi":"10.18280/mmep.120903","title":"Thermo-Mechanical Response of Reinforced Geopolymer Hollow Beams Containing Steel Fibers","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Innovative concrete reinforcement 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":"Geopolymer; Compression (physics); Welding; Fiber; Composite number","score_opus":0.018415702695711033,"score_gpt":0.22513019446375837,"score_spread":0.20671449176804735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415646014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99233055,0.00015726835,0.004660123,0.00008233607,0.000013099928,0.0000064532733,0.000038193142,0.00002631187,0.0026857108],"genre_scores_gemma":[0.99777955,0.00005618753,0.00046257762,0.000009173526,0.0000025520383,0.0000038887783,0.000015269663,0.0000058901023,0.0016649357],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992454,0.000013276091,0.000002067738,0.000009325951,0.000030595416,0.000020175701],"domain_scores_gemma":[0.9998317,0.000079738296,0.000036531266,0.000010532017,0.000027658658,0.000013884747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019301375,0.00018817867,0.0001906853,0.00021186717,0.00017854245,0.0002059585,0.00024236405,0.00043531696,0.001985182],"category_scores_gemma":[0.00037923196,0.00016966261,0.00016641729,0.0001436415,0.00050290086,0.00026649644,0.00020214081,0.0002349225,0.00020321294],"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":[0.0004547513,0.00008707012,0.0017574553,0.000072167895,0.000022248481,0.0002955357,0.00015620262,0.2753561,0.7117458,0.0042346274,0.00027671416,0.0055413214],"study_design_scores_gemma":[0.000014567655,0.00014815466,0.008490273,0.00001448716,0.000008327205,0.00005250574,0.00010594401,0.8359278,0.15381631,0.0009238785,0.00047377317,0.000023959732],"about_ca_topic_score_codex":0.0016057862,"about_ca_topic_score_gemma":0.0018952271,"teacher_disagreement_score":0.001985182,"about_ca_system_score_codex":0.0002648755,"about_ca_system_score_gemma":0.00022778276,"threshold_uncertainty_score":0.0066411495},"labels":[],"label_agreement":null},{"id":"W4415702442","doi":"10.1007/s41062-025-02320-3","title":"Sustainable cementless concrete reinforced with recycled steel fibers for spun-cast precast pipes: an innovative solution","year":2025,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Innovative concrete reinforcement 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 Guelph","funders":"","keywords":"Precast concrete; Flexural strength; Compressive strength; Absorption of water; Cracking; Consolidation (business); Cement; Cladding (metalworking)","score_opus":0.012247681014952617,"score_gpt":0.24966612963618678,"score_spread":0.23741844862123418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415702442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80841136,0.006393034,0.143014,0.001113205,0.00038878096,0.00016610062,0.0002476096,0.00082036806,0.03944554],"genre_scores_gemma":[0.9474475,0.0026881027,0.030168662,0.000100086225,0.000041179515,0.000037309357,0.00011154515,0.00004530563,0.019360257],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998739,0.000008912448,0.0000039186302,0.000022746408,0.000071809154,0.000018722574],"domain_scores_gemma":[0.9999398,0.0000045698102,0.000013804739,0.000007028154,0.000023220251,0.00001148434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013265848,0.00044318908,0.00017286406,0.0005230398,0.00028368263,0.0003925006,0.000460494,0.0006480582,0.0021714463],"category_scores_gemma":[0.00010072735,0.00015598534,0.00029466706,0.00027032988,0.00026193546,0.0006434544,0.0004592538,0.0005992362,0.0006671272],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008598558,0.00017700328,0.00056358275,0.00040102148,0.000022196346,0.00037380954,0.00008789364,0.0046780794,0.92431545,0.007689065,0.0010518108,0.060554273],"study_design_scores_gemma":[0.000026738353,0.00064120785,0.0016150277,0.000088715446,0.000058651254,0.0004739889,0.00018680883,0.018008647,0.9242085,0.002754809,0.05190366,0.000033180462],"about_ca_topic_score_codex":0.0005713206,"about_ca_topic_score_gemma":0.002762054,"teacher_disagreement_score":0.0021714463,"about_ca_system_score_codex":0.00038738418,"about_ca_system_score_gemma":0.0007055498,"threshold_uncertainty_score":0.0072642565},"labels":[],"label_agreement":null},{"id":"W4415885268","doi":"10.1038/s41598-025-22595-x","title":"Data-driven formulation of steel fiber pull-out force in cementitious composites using genetic programming","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Innovative concrete reinforcement 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 Laval","funders":"","keywords":"Gene expression programming; Embedment; Ultimate tensile strength; Genetic programming; Robustness (evolution); Compressive strength; Fiber","score_opus":0.030805026844176044,"score_gpt":0.28278566648560083,"score_spread":0.2519806396414248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415885268","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":[0.14062938,0.00019582985,0.8561606,0.00021852275,0.00003078611,0.00008279773,0.00022153194,0.00045081324,0.0020097853],"genre_scores_gemma":[0.86445737,0.00015783637,0.13246354,0.000102587925,0.000014731053,0.00032847337,0.00031036904,0.00008514934,0.0020798382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972993,0.00006989483,0.0000127692565,0.00007688871,0.00007408318,0.00003644359],"domain_scores_gemma":[0.99914265,0.0006230753,0.00007201455,0.000020445163,0.00011973541,0.000021992162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009638095,0.00092439126,0.00070619694,0.0005764777,0.00024528737,0.0007303147,0.0008418017,0.001092408,0.0009379632],"category_scores_gemma":[0.0019959537,0.00048091204,0.0008535002,0.00040952474,0.00048368284,0.00039498508,0.00048007935,0.0010656539,0.00014573091],"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":[0.000009048975,0.000014390567,0.00038157764,0.000015436262,0.000007864104,0.000020289404,0.000008104319,0.9950045,0.00093261903,0.00040177527,0.000036734356,0.0031676996],"study_design_scores_gemma":[8.904976e-7,0.0000061256346,0.000053636286,0.0000014122548,0.0000013630636,0.0000018092945,0.0000019387437,0.9994287,0.00028566804,0.00018203088,0.000035075613,0.0000013433947],"about_ca_topic_score_codex":0.011381576,"about_ca_topic_score_gemma":0.009693456,"teacher_disagreement_score":0.011381576,"about_ca_system_score_codex":0.0009607843,"about_ca_system_score_gemma":0.0015121239,"threshold_uncertainty_score":0.022630632},"labels":[],"label_agreement":null},{"id":"W4415944421","doi":"10.1061/jccof2.cceng-5281","title":"Tensile Performance of GFRP Bars after Being Sprayed with Shotcrete","year":2025,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Innovative concrete reinforcement 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":"Queen's University","funders":"","keywords":"Shotcrete; Fibre-reinforced plastic; Rebar; Abrasion (mechanical); Ultimate tensile strength; Grout; Bar (unit)","score_opus":0.0025002318953284645,"score_gpt":0.18799586533278742,"score_spread":0.18549563343745895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415944421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99867475,0.00018164844,0.00060166814,0.000008560232,0.000014448182,0.000009443685,0.00007590664,0.000031403597,0.00040223083],"genre_scores_gemma":[0.99590224,0.00018919547,0.00088219455,0.000016558113,0.0000038840462,0.000010609984,0.00018339203,0.00002515529,0.0027867055],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972636,0.000015205548,0.000013793991,0.000049808503,0.00015294898,0.00004188173],"domain_scores_gemma":[0.99962234,0.000050823004,0.00009093959,0.000029550465,0.00015549126,0.00005083736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024159878,0.00037260944,0.0002849697,0.0001948135,0.00017403481,0.00025633592,0.00028959927,0.0003956755,0.0023830226],"category_scores_gemma":[0.00048280257,0.00020736127,0.00026619932,0.00013348108,0.00021097095,0.00021152645,0.00026513828,0.0004923013,0.00031610884],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008748921,0.000018115112,0.00075036014,0.000028130511,0.000006991061,0.000061065315,0.000051732968,0.00016007759,0.9967372,0.000008938522,0.000023123555,0.0020668583],"study_design_scores_gemma":[0.0000066610746,0.0023574664,0.04866414,0.000014972476,0.00003083041,0.00017318234,0.00021744939,0.0017117934,0.9456853,0.000020135105,0.0011007012,0.000017406397],"about_ca_topic_score_codex":0.0018099388,"about_ca_topic_score_gemma":0.0044260137,"teacher_disagreement_score":0.0023830226,"about_ca_system_score_codex":0.00020478106,"about_ca_system_score_gemma":0.00011384902,"threshold_uncertainty_score":0.007972002},"labels":[],"label_agreement":null},{"id":"W4416410479","doi":"10.2139/ssrn.5755643","title":"&lt;p&gt;A Generalized Framework for Design Optimization of UHPC Structures at both Material and Structural Levels&lt;/p&gt;","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Innovative concrete reinforcement 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":"National Research Council Canada; McGill University","funders":"","keywords":"Cracking; Flexural strength; Sensitivity (control systems); Matrix (chemical analysis); Range (aeronautics); Optimal design; Fiber; Structural system","score_opus":0.017638119339183602,"score_gpt":0.26310588526613427,"score_spread":0.24546776592695066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416410479","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":[0.002223019,0.00030981225,0.98984385,0.0001929853,0.00008572127,0.00004233495,0.00012303916,0.0001191769,0.007059994],"genre_scores_gemma":[0.23998162,0.0010289331,0.736251,0.0005333831,0.00023612168,0.0006404631,0.000567713,0.0008264824,0.019934427],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961,0.00017732242,0.000009661097,0.00005137999,0.00011608368,0.00003560529],"domain_scores_gemma":[0.9997452,0.000097874334,0.000026160265,0.000043281794,0.000064198095,0.000023218612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008451946,0.0015742127,0.0012934733,0.000622652,0.0005638505,0.00097027596,0.0016460002,0.0018788349,0.0100954985],"category_scores_gemma":[0.0013790072,0.00081450946,0.0016550551,0.0009590609,0.0009951356,0.001062186,0.0017056009,0.0019029531,0.0015255249],"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":[0.000023412615,0.00003359384,0.00011047094,0.00013619993,0.000052252093,0.000063123574,0.000027619837,0.86696416,0.0019735943,0.100439616,0.0038307023,0.026345233],"study_design_scores_gemma":[0.000007762631,0.000016663109,0.000042892203,0.0000106815305,0.000005687989,0.000007702207,0.0000071182703,0.96588415,0.00021108316,0.030827133,0.002974044,0.000005043048],"about_ca_topic_score_codex":0.006735693,"about_ca_topic_score_gemma":0.008275362,"teacher_disagreement_score":0.0100954985,"about_ca_system_score_codex":0.00076396944,"about_ca_system_score_gemma":0.001100439,"threshold_uncertainty_score":0.033772826},"labels":[],"label_agreement":null},{"id":"W4416432323","doi":"10.1016/j.engstruct.2025.121810","title":"Enhancing shear performance in UHPC beams through strategic fiber and stirrup integration","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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":"Grant Foundation; PNC Foundation; American Concrete Institute; American Concrete Institute Foundation","keywords":"Stirrup; Shear (geology); Reinforcement; Fiber; Transverse plane; Shear stress","score_opus":0.007707980716093298,"score_gpt":0.22140292324502997,"score_spread":0.21369494252893667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416432323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925645,0.00019138382,0.006333517,0.000007540736,0.000007146306,0.000016331403,0.000041144587,0.00007306492,0.00076545356],"genre_scores_gemma":[0.9909836,0.00013688984,0.008282101,0.0000084357625,0.0000023897815,0.000014597058,0.00004225253,0.000014514102,0.0005152427],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968743,0.00003929531,0.000018427341,0.000059414848,0.00014145889,0.0000539688],"domain_scores_gemma":[0.9996562,0.000055352648,0.0001211476,0.000031741125,0.000100677986,0.000034814624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052809395,0.00064429105,0.00025908684,0.000517821,0.0002011608,0.00029027293,0.00036165453,0.00028381246,0.0011455494],"category_scores_gemma":[0.0004853739,0.00023478476,0.00027779143,0.00029248893,0.00029986666,0.0004147435,0.00036904495,0.00028279607,0.0002605593],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022036734,0.00007208226,0.0022514316,0.00009969242,0.000014223853,0.00004511511,0.000054505377,0.0049479236,0.98120743,0.00014147909,0.000034019125,0.0109117115],"study_design_scores_gemma":[0.0000128484935,0.001187777,0.0076551978,0.00001628793,0.000032000324,0.000054625027,0.00006568984,0.007894615,0.9820784,0.00003844729,0.00094990904,0.000014316509],"about_ca_topic_score_codex":0.0011537172,"about_ca_topic_score_gemma":0.004238642,"teacher_disagreement_score":0.0011537172,"about_ca_system_score_codex":0.00029133394,"about_ca_system_score_gemma":0.00032195638,"threshold_uncertainty_score":0.003832221},"labels":[],"label_agreement":null},{"id":"W4416452826","doi":"10.18280/rcma.350518","title":"The Potential of Sisal Fiber as an Eco-Friendly Concrete Reinforcement in East Nusa Tenggara-Indonesia","year":2025,"lang":"","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Reinforcement; Fiber; Deformation (meteorology); Compression (physics)","score_opus":0.019620836888630526,"score_gpt":0.2710969103736413,"score_spread":0.2514760734850108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416452826","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99391574,0.00031851983,0.0006506073,0.00006902362,0.000009002991,0.000019362722,0.000026008249,0.000009291702,0.0049823998],"genre_scores_gemma":[0.9953251,0.00033593338,0.0009900533,0.000011827866,0.0000017597462,0.000006052316,0.000019287894,0.0000040602645,0.0033059295],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991274,0.000016070224,0.000008012986,0.000017304996,0.000029763678,0.00001611487],"domain_scores_gemma":[0.9999238,0.000010989362,0.000017984976,0.000003958242,0.000026851409,0.000016458078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027186234,0.00025172933,0.0002042939,0.0004757121,0.00065305765,0.00061075354,0.0003190895,0.00025273312,0.00076545967],"category_scores_gemma":[0.00009855791,0.00014225703,0.00022877743,0.00038321104,0.00037510926,0.00040599832,0.00032663345,0.00025643932,0.00018024116],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017018156,0.00087152934,0.09550287,0.0011938101,0.00010635276,0.011959297,0.003059652,0.0126841245,0.7390754,0.004180547,0.00047159902,0.12919295],"study_design_scores_gemma":[0.00010263002,0.0029833906,0.5023842,0.0003546662,0.00052375137,0.0059332624,0.022442412,0.030822298,0.38687575,0.0025426114,0.044904634,0.00013045422],"about_ca_topic_score_codex":0.009512776,"about_ca_topic_score_gemma":0.04524239,"teacher_disagreement_score":0.009512776,"about_ca_system_score_codex":0.00071422645,"about_ca_system_score_gemma":0.0009230641,"threshold_uncertainty_score":0.018914819},"labels":[],"label_agreement":null},{"id":"W4416460633","doi":"10.1038/s41598-025-25190-2","title":"Enhancing flexural behavior and ductility of fixed-end RC beams using high-performance fiber-reinforced cementitious composites","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Innovative concrete reinforcement 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":"Ductility (Earth science); Stirrup; Flexural strength; Beam (structure); Plastic hinge; Composite number; Fiber","score_opus":0.01041976492425551,"score_gpt":0.23790702877014724,"score_spread":0.22748726384589174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416460633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99775106,0.00013758552,0.0018024031,0.000005775142,0.0000016682129,0.0000044433013,0.0000141152905,0.000027212656,0.00025581985],"genre_scores_gemma":[0.9975817,0.00009572134,0.0018344405,0.0000064818446,0.00000169644,0.000004056134,0.00002719538,0.000011367034,0.00043743607],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999843,0.000031089545,0.000008195712,0.000022618642,0.00006507224,0.000029927194],"domain_scores_gemma":[0.9996191,0.00014228276,0.000103710736,0.00003370683,0.000061534716,0.000039749808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002800673,0.00052160793,0.00011915214,0.00027350461,0.00012592824,0.00009997016,0.00018165629,0.00025394035,0.000844838],"category_scores_gemma":[0.00034933983,0.00020217145,0.00020181516,0.00008285904,0.00023520757,0.00025798453,0.00013893655,0.00022188578,0.00016816138],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048630052,0.000016762446,0.0008480848,0.000019015202,0.0000045445345,0.000028023025,0.000022596707,0.0004951307,0.996777,0.000011059898,0.000004418547,0.0017247528],"study_design_scores_gemma":[0.0000025606137,0.00042254681,0.008923227,0.000002768594,0.000009805253,0.000079108344,0.000018099336,0.00081015675,0.98955464,0.0000072874172,0.00016555586,0.000004272774],"about_ca_topic_score_codex":0.0006415922,"about_ca_topic_score_gemma":0.0025560693,"teacher_disagreement_score":0.000844838,"about_ca_system_score_codex":0.000097826814,"about_ca_system_score_gemma":0.000107630825,"threshold_uncertainty_score":0.0028262734},"labels":[],"label_agreement":null},{"id":"W4416562775","doi":"10.18280/rcma.350505","title":"Mechanical and Thermal Behavior of Cement Mortars Incorporating Recycled Fiber Reinforcement","year":2025,"lang":"","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Reinforcement; Thermal; Fiber; Cement; Mortar","score_opus":0.03998282746700848,"score_gpt":0.2839089804621963,"score_spread":0.24392615299518783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416562775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992762,0.00016237338,0.00015958733,0.000008347572,0.0000063029765,0.0000022633355,0.00006476124,0.000012522754,0.0003076678],"genre_scores_gemma":[0.9988649,0.00005822621,0.00009901203,0.000004210811,0.000001981934,0.0000016416308,0.000058536272,0.000005280427,0.00090631546],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998247,0.000015149217,0.000011095682,0.00003738327,0.00006746106,0.000044272856],"domain_scores_gemma":[0.99969363,0.00009434951,0.00006369582,0.000020326706,0.000089747926,0.0000383885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022226204,0.00029969835,0.00020690603,0.000450715,0.00029838286,0.00021677562,0.0002578048,0.00035719224,0.0028578164],"category_scores_gemma":[0.00043346887,0.00022581624,0.00031715693,0.00024078769,0.00044111355,0.00026433333,0.00010443109,0.0003211321,0.00041771538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00081023807,0.00008929818,0.0020498566,0.000054577147,0.000018537603,0.00013021872,0.000119349526,0.0019161478,0.99185354,0.000094273964,0.000078689714,0.0027852347],"study_design_scores_gemma":[0.000013264963,0.0014091772,0.034962643,0.0000095300875,0.000038305403,0.00008049863,0.00015349351,0.0058829635,0.9567558,0.00004144718,0.00062866136,0.000024258607],"about_ca_topic_score_codex":0.0025805717,"about_ca_topic_score_gemma":0.0048870496,"teacher_disagreement_score":0.0028578164,"about_ca_system_score_codex":0.00032923868,"about_ca_system_score_gemma":0.00018430875,"threshold_uncertainty_score":0.009560287},"labels":[],"label_agreement":null},{"id":"W4416575078","doi":"10.1038/s41598-025-25600-5","title":"Experimental investigation and machine learning-based prediction of brittleness index in heavyweight cement slurries","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Innovative concrete reinforcement 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":"Université Laval; Université du Québec à Chicoutimi","funders":"Iran National Science Foundation; National Science Foundation","keywords":"Brittleness; Cement; Slurry; Experimental data; Regression analysis; Gaussian process; Bar (unit); Support vector machine; Kriging; Process (computing)","score_opus":0.012494285881064514,"score_gpt":0.2212262813311212,"score_spread":0.2087319954500567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416575078","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9750308,0.0003526607,0.023734665,0.00004044302,0.000019961912,0.00003449642,0.00018051938,0.0001799041,0.00042643305],"genre_scores_gemma":[0.99092674,0.00014073848,0.008580083,0.000007187468,0.000004827813,0.00001562953,0.00015247762,0.000012150762,0.00016023207],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931765,0.00014537391,0.000084012885,0.0001788897,0.00023442756,0.000039643644],"domain_scores_gemma":[0.99742055,0.001289581,0.00035989564,0.0003054048,0.00058266555,0.000041921478],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016695451,0.0008896946,0.00059493055,0.0010251162,0.00020647011,0.0004930762,0.0007378739,0.0007431871,0.0003736275],"category_scores_gemma":[0.0040869243,0.00030615053,0.0005992265,0.0006986667,0.00049235387,0.0008254892,0.00023908634,0.0006955254,0.00014909472],"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":[0.00076966215,0.00085800537,0.08460139,0.0007076051,0.00015959993,0.0003495044,0.00022971939,0.28783196,0.53238285,0.0005428357,0.0003232597,0.09124358],"study_design_scores_gemma":[0.000018342325,0.000893038,0.031190973,0.000021105587,0.00005680684,0.00006888025,0.000079467805,0.7670106,0.20000716,0.00027353963,0.0003390741,0.000040965628],"about_ca_topic_score_codex":0.0023851118,"about_ca_topic_score_gemma":0.0031707995,"teacher_disagreement_score":0.0023851118,"about_ca_system_score_codex":0.0003305921,"about_ca_system_score_gemma":0.00029899,"threshold_uncertainty_score":0.008829474},"labels":[],"label_agreement":null},{"id":"W4416791410","doi":"10.55041/ijsrem54645","title":"Investigation on the Performance of High-Volume Fly Ash Concrete Reinforced with Fibers for Rigid Pavement","year":2025,"lang":"","type":"article","venue":"INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT","topic":"Innovative concrete reinforcement 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":"Fly ash; Cementitious; Durability; Cement; Compressive strength; Abrasion (mechanical)","score_opus":0.0372332776951814,"score_gpt":0.2780149148174052,"score_spread":0.2407816371222238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416791410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99937975,0.0001254822,0.00016032116,0.000004104331,0.0000034892419,0.0000046914342,0.00005332215,0.000010190764,0.00025858503],"genre_scores_gemma":[0.99909735,0.00007294036,0.00022531002,0.0000022825132,9.444127e-7,0.0000026591033,0.00007382676,0.0000043217688,0.0005203939],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998311,0.000017293454,0.000010353688,0.000031697247,0.00007307653,0.00003646643],"domain_scores_gemma":[0.9997013,0.000042394604,0.000056764347,0.000016757202,0.00013939792,0.000043313466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023284418,0.0002969231,0.00015159223,0.00039679473,0.00026009863,0.00020372492,0.00023407934,0.00032805844,0.0011762623],"category_scores_gemma":[0.00022580268,0.00008879045,0.00028220567,0.00017893068,0.00013591835,0.00030944447,0.00010782734,0.00024707522,0.0003710135],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020074265,0.00010977741,0.0026544041,0.00007208729,0.0000064122028,0.00005075482,0.000026730535,0.000934287,0.9933221,0.000015898013,0.000029131454,0.0025778143],"study_design_scores_gemma":[0.000005303939,0.0016350874,0.024499776,0.000008221485,0.000026121174,0.000063547464,0.00006981547,0.0031463937,0.970117,0.000008968242,0.0004129613,0.0000069145203],"about_ca_topic_score_codex":0.0023664392,"about_ca_topic_score_gemma":0.0042080223,"teacher_disagreement_score":0.0023664392,"about_ca_system_score_codex":0.00026115446,"about_ca_system_score_gemma":0.00015613533,"threshold_uncertainty_score":0.00470531},"labels":[],"label_agreement":null},{"id":"W4416808977","doi":"10.1016/j.compstruct.2025.119905","title":"GUI-based hybrid ML model for predicting ultimate strength of FRP-confined UHPC with CTGAN-augmented data","year":2025,"lang":"en","type":"article","venue":"Composite Structures","topic":"Innovative concrete reinforcement 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":"Government of Manitoba; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Australian Research Council","keywords":"Hyperparameter; Feature (linguistics); Artificial neural network; Performance prediction; Experimental data; Correlation coefficient; Ridge; Regression; Mean squared error","score_opus":0.018360372866566013,"score_gpt":0.26482735706987703,"score_spread":0.24646698420331103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416808977","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":[0.16173582,0.0006301338,0.83163595,0.00024822616,0.0000642008,0.00006923745,0.00088005984,0.0025669755,0.002169431],"genre_scores_gemma":[0.9141797,0.00025763066,0.07929029,0.00017566906,0.000029328423,0.00019559248,0.0019833983,0.000112897724,0.0037754762],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983025,0.000043171116,0.0000073345386,0.00006394227,0.000035775403,0.000019453477],"domain_scores_gemma":[0.9996855,0.00016264312,0.000039330705,0.00003726982,0.0000639557,0.000011229108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006612688,0.0009434201,0.0004300005,0.00045846016,0.00015151883,0.0004419515,0.0008577384,0.00067335827,0.0015532433],"category_scores_gemma":[0.0012599336,0.00025323217,0.00081153103,0.0003000869,0.00034078737,0.0005226244,0.00063315104,0.0009241989,0.0005795156],"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":[0.00010074047,0.000058509475,0.0028969184,0.00006126597,0.000058146685,0.00007144665,0.000036665453,0.9408682,0.006644406,0.0009545832,0.00081800844,0.047431115],"study_design_scores_gemma":[0.0000017069129,0.000017173672,0.00032937966,0.000002740972,0.000005306423,0.000009917183,0.000003042495,0.9981008,0.0010951004,0.00027936048,0.0001516626,0.0000037986388],"about_ca_topic_score_codex":0.0040870197,"about_ca_topic_score_gemma":0.00563293,"teacher_disagreement_score":0.0040870197,"about_ca_system_score_codex":0.00035357728,"about_ca_system_score_gemma":0.0003995689,"threshold_uncertainty_score":0.008126497},"labels":[],"label_agreement":null},{"id":"W4416812800","doi":"10.1016/j.conbuildmat.2025.144643","title":"Impact resistance evaluation of SFRC beams using accelerated drop-weight impact testing equipment","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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 Ottawa","funders":"National Research Foundation of Korea; Ministry of Science and ICT, South Korea; National Research Foundation Singapore","keywords":"Flexural strength; Dissipation; Impact resistance; Beam (structure); Impact energy; Izod impact strength test; Fiber","score_opus":0.050876789102728505,"score_gpt":0.337903605884094,"score_spread":0.2870268167813655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416812800","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97394025,0.0002669707,0.021119876,0.000032753243,0.000018649585,0.000110111025,0.00034288233,0.0003878515,0.003780534],"genre_scores_gemma":[0.98818994,0.00015821133,0.00873472,0.00002508113,0.0000055794108,0.00006641634,0.00022253531,0.000034502053,0.002563032],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99908173,0.00010755104,0.000037404723,0.00007519996,0.00058912067,0.00010908409],"domain_scores_gemma":[0.99868685,0.00041192488,0.00011559408,0.00013818106,0.0005902749,0.00005718536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009005097,0.00065552606,0.00037278605,0.0011672799,0.0003541501,0.00019357754,0.000703727,0.0006824404,0.004850521],"category_scores_gemma":[0.0011360045,0.00031274697,0.0003220009,0.00061955577,0.0002825667,0.0005625104,0.00035985568,0.0003851771,0.00060374907],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047625465,0.00013813643,0.0056790183,0.00009500887,0.000015785057,0.00016077787,0.00027029656,0.0038908843,0.9641676,0.00026469468,0.00028579409,0.024555748],"study_design_scores_gemma":[0.00004055684,0.0018996856,0.037389446,0.00002192209,0.000039180286,0.0002705173,0.00018141366,0.019563943,0.9383156,0.00007683347,0.0021712405,0.000029690586],"about_ca_topic_score_codex":0.0017394314,"about_ca_topic_score_gemma":0.0027873165,"teacher_disagreement_score":0.004850521,"about_ca_system_score_codex":0.0003389177,"about_ca_system_score_gemma":0.0002748139,"threshold_uncertainty_score":0.01622659},"labels":[],"label_agreement":null},{"id":"W4416847000","doi":"10.32604/cmes.2025.072271","title":"Predicting the Compressive Strength of Self-Consolidating Concrete Using Machine Learning and Conformal Inference","year":2025,"lang":"en","type":"article","venue":"Computer Modeling in Engineering & Sciences","topic":"Innovative concrete reinforcement 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 de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Boosting (machine learning); Gradient boosting; Random forest; Inference; Quantile regression; Compressive strength; Quantile; Regression","score_opus":0.01893227167932871,"score_gpt":0.25226256982367856,"score_spread":0.23333029814434986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416847000","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6188133,0.00073929114,0.3757725,0.00017256533,0.00005408143,0.000054560245,0.0006517816,0.0012667148,0.0024752526],"genre_scores_gemma":[0.9668541,0.00009937954,0.032007296,0.000025206935,0.000013296531,0.000020621268,0.00052696915,0.00003212562,0.00042102524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961686,0.000074116855,0.000023497782,0.0001433344,0.0001134791,0.00002873706],"domain_scores_gemma":[0.99853826,0.0006778875,0.00023511107,0.0002089911,0.00029272996,0.000047104037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010851383,0.00081095705,0.0005893804,0.0011097572,0.00022334247,0.00067409093,0.0007746916,0.0006709932,0.0006366598],"category_scores_gemma":[0.0031754468,0.00030807714,0.0007373829,0.0007453706,0.00040552742,0.0007648472,0.0006266255,0.0007861213,0.00029408274],"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":[0.000058589343,0.000060422135,0.023150316,0.000063839805,0.00006414849,0.000054455253,0.000038643844,0.89633805,0.005482343,0.00083123957,0.0004941946,0.07336389],"study_design_scores_gemma":[0.0000018283694,0.000013601555,0.0025702193,0.000004944702,0.0000066647913,0.000009251409,0.0000069584858,0.99490875,0.0017572202,0.0005684854,0.00014700794,0.0000050139556],"about_ca_topic_score_codex":0.005393025,"about_ca_topic_score_gemma":0.010101557,"teacher_disagreement_score":0.005393025,"about_ca_system_score_codex":0.00051346584,"about_ca_system_score_gemma":0.0005536798,"threshold_uncertainty_score":0.010723293},"labels":[],"label_agreement":null},{"id":"W4416890223","doi":"10.1016/j.jobe.2025.114840","title":"Optimization of foamed concrete mix proportion by replacing sand with Granulated Crumb Rubber (GCR) for mechanical and durability properties enhancement","year":2025,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovative concrete reinforcement 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":"Najran University","keywords":"Crumb rubber; Ultimate tensile strength; Durability; Curing (chemistry); Moisture; Thermal conductivity; Water content","score_opus":0.006081965056083482,"score_gpt":0.20596159404982514,"score_spread":0.19987962899374165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416890223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99457526,0.00064967165,0.0035351,0.000025363463,0.000021445043,0.000023491644,0.000096787546,0.00008131679,0.00099158],"genre_scores_gemma":[0.9950138,0.00037046848,0.003859995,0.000012321762,0.0000042841693,0.000014767005,0.000062143445,0.000017316486,0.0006449524],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999848,0.00001545295,0.000017023032,0.00004727561,0.00004638771,0.00002581333],"domain_scores_gemma":[0.9999039,0.000016868129,0.000031737487,0.000006969334,0.000027120219,0.000013397484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016826243,0.00042691664,0.00040120687,0.00035746614,0.00015500543,0.000345051,0.0003799142,0.00031090144,0.0016184449],"category_scores_gemma":[0.00027616264,0.00018030233,0.00032818885,0.00034061586,0.0001617619,0.0003892109,0.00019203313,0.00025818753,0.00031641277],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029336516,0.00012379242,0.00048104397,0.00018237374,0.000015258058,0.000056700457,0.000025515426,0.001570931,0.99060297,0.00008619411,0.00004224778,0.0065196827],"study_design_scores_gemma":[0.000020790887,0.0006170435,0.0030711868,0.00001184776,0.000100860794,0.000060568702,0.000048534414,0.006328838,0.9883918,0.000030936528,0.0013028604,0.000014795287],"about_ca_topic_score_codex":0.0009379998,"about_ca_topic_score_gemma":0.0022948333,"teacher_disagreement_score":0.0016184449,"about_ca_system_score_codex":0.00016474437,"about_ca_system_score_gemma":0.00024077507,"threshold_uncertainty_score":0.0054142475},"labels":[],"label_agreement":null},{"id":"W4417005445","doi":"","title":"UHPFRC Permeability to Chloride under Service Load","year":2023,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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 Rimouski; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Chloride; Cracking; Diffusion; Bending; Bending moment; Permeability (electromagnetism); Test method; Moisture","score_opus":0.016585695448114657,"score_gpt":0.22636147990687058,"score_spread":0.20977578445875592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417005445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99387276,0.00016709346,0.0049020275,0.000026660502,0.000004725786,0.000007276998,0.0001186186,0.0001467983,0.00075400516],"genre_scores_gemma":[0.9982141,0.00008051138,0.0010783708,0.0000079743295,0.00000106389,0.0000066749362,0.00007861199,0.0000145740905,0.00051816966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996731,0.000026202324,0.000015686821,0.00007414824,0.00015433865,0.000056432094],"domain_scores_gemma":[0.9996387,0.000087055916,0.00010796389,0.000037739184,0.00010857598,0.000019995687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029786644,0.0002532906,0.00020041704,0.0003237163,0.00015610213,0.00021859548,0.00035259305,0.0005069028,0.0010049997],"category_scores_gemma":[0.000706942,0.00019185762,0.00023822101,0.00020487559,0.0003214629,0.0004107714,0.00025014978,0.00020086794,0.00021087684],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008318555,0.000010375346,0.0029280756,0.000058579382,0.0000050205977,0.00012474443,0.000102931466,0.010922653,0.98079014,0.000112682035,0.0000705856,0.0047910605],"study_design_scores_gemma":[0.00000848565,0.000265503,0.018687524,0.000015414798,0.000021007634,0.0002504928,0.000111351575,0.07721804,0.9021106,0.00011047872,0.0011754186,0.000025784839],"about_ca_topic_score_codex":0.0028488582,"about_ca_topic_score_gemma":0.0023636771,"teacher_disagreement_score":0.0028488582,"about_ca_system_score_codex":0.00044282823,"about_ca_system_score_gemma":0.00020361246,"threshold_uncertainty_score":0.005664587},"labels":[],"label_agreement":null},{"id":"W4417046036","doi":"10.3390/ma18245485","title":"Synergistic Influence of Multi-Walled Carbon Nanotubes and Nanosilica Powder on Mechanical Performance of Mortar with Demolished Concrete Waste Aggregate and Polypropylene Fibers Addition Using Taguchi Design of Experiment","year":2025,"lang":"en","type":"article","venue":"Materials","topic":"Innovative concrete reinforcement 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":"Agence Universitaire de la Francophonie","keywords":"Mortar; Taguchi methods; Polypropylene; Aggregate (composite); Flexural strength; Carbon nanotube; Compressive strength; Nanomaterials; Microfiber","score_opus":0.012414081436162159,"score_gpt":0.2240969021422992,"score_spread":0.21168282070613703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417046036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9860147,0.00064162567,0.0125909485,0.000018550178,0.000021213878,0.00015352298,0.00008294812,0.000023858185,0.00045269678],"genre_scores_gemma":[0.96387243,0.0009128863,0.033898428,0.000027534457,0.000011527632,0.00032353192,0.0000931643,0.000009497666,0.0008510021],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990258,0.00026140135,0.000110421875,0.00017435035,0.000326514,0.00010145567],"domain_scores_gemma":[0.9994005,0.00024790253,0.00019782862,0.00003176831,0.000083367835,0.000038508162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012889409,0.00087789726,0.0009474782,0.00038451212,0.0002248638,0.00047300183,0.0005034445,0.00062883494,0.00047611792],"category_scores_gemma":[0.00063178455,0.00039371065,0.00090823177,0.00032866886,0.00027959346,0.00026887862,0.0002971267,0.00045688718,0.000111275345],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063808274,0.00033099417,0.00092379074,0.00027935466,0.000049152302,0.000033417364,0.00005480173,0.0048069404,0.9875373,0.000056976143,0.000009573322,0.005279593],"study_design_scores_gemma":[0.00003208519,0.0055455584,0.002686446,0.000009287757,0.00012752588,0.000024723553,0.00003645085,0.009755874,0.9812491,0.00003324276,0.0004712176,0.000028558585],"about_ca_topic_score_codex":0.00053517136,"about_ca_topic_score_gemma":0.0014606474,"teacher_disagreement_score":0.0012889409,"about_ca_system_score_codex":0.0003567342,"about_ca_system_score_gemma":0.00042548164,"threshold_uncertainty_score":0.0068166256},"labels":[],"label_agreement":null},{"id":"W4417155156","doi":"10.1016/j.engstruct.2025.121896","title":"Structural behavior of RC beams strengthened with UHPFRC layers incorporating a new tension stiffening factor","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement 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 Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffening; Beam (structure); Ductility (Earth science); Stiffness; Fiber-reinforced concrete; Tension (geology); Fiber","score_opus":0.00809608061202099,"score_gpt":0.21597468623297872,"score_spread":0.20787860562095772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417155156","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99494356,0.00017271239,0.0045444868,0.000008454888,0.0000045655747,0.000009012095,0.00002728509,0.000042284846,0.0002476233],"genre_scores_gemma":[0.9951316,0.00009001132,0.004426684,0.0000074356785,0.0000017307499,0.0000068584545,0.00003269687,0.000006855185,0.000296122],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950814,0.00005257712,0.000027634182,0.00008151656,0.00026382843,0.00006631125],"domain_scores_gemma":[0.9992969,0.00015330639,0.0002024652,0.000093037095,0.00020931411,0.000044899058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091586064,0.0006121776,0.00025241091,0.00047477393,0.00017020704,0.00016541066,0.00044078397,0.00045562137,0.00052548165],"category_scores_gemma":[0.00083822774,0.00030604663,0.00028693696,0.00018029581,0.00046161996,0.00046925666,0.0002718053,0.00027338156,0.00020013594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006594174,0.000017353474,0.002362395,0.000030532778,0.000009523076,0.000041237676,0.000054903107,0.0026251427,0.9913372,0.000056407538,0.000013756572,0.0033856195],"study_design_scores_gemma":[0.0000068082495,0.00069404853,0.017313875,0.000011740301,0.000036449255,0.00012995137,0.00006540937,0.017258639,0.963837,0.000024097966,0.00060500327,0.000017039683],"about_ca_topic_score_codex":0.0016498081,"about_ca_topic_score_gemma":0.0050460603,"teacher_disagreement_score":0.0016498081,"about_ca_system_score_codex":0.00035010302,"about_ca_system_score_gemma":0.00023734909,"threshold_uncertainty_score":0.0048435926},"labels":[],"label_agreement":null},{"id":"W4417350387","doi":"10.1038/s41598-025-32316-z","title":"Compressive strength and maturity of UHPC cubes and cylinders: new conversion factors and recommendations for early-age quality control","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","topic":"Innovative concrete reinforcement 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","funders":"Accelerated Bridge Construction University Transportation Center; U.S. Department of Transportation","keywords":"Compressive strength; Cube (algebra); Cylinder; Ultimate tensile strength; Curing (chemistry); Quality (philosophy); Cementitious","score_opus":0.02373212519519327,"score_gpt":0.2851263674026931,"score_spread":0.26139424220749985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417350387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53641933,0.06600747,0.35170993,0.0019752674,0.000635737,0.0013301533,0.0023314012,0.0023161182,0.037274584],"genre_scores_gemma":[0.7781669,0.014155768,0.19927284,0.00025199307,0.00011506099,0.000491508,0.0014897605,0.00032705916,0.0057291947],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99302083,0.0007968677,0.0005800643,0.000543069,0.0048405607,0.00021865286],"domain_scores_gemma":[0.991462,0.0012517478,0.001616204,0.0005926571,0.004805068,0.0002724203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0076505896,0.0019250914,0.0007897798,0.004798962,0.0006091354,0.0014627088,0.0018424778,0.0009924485,0.0015677939],"category_scores_gemma":[0.009844936,0.00061048585,0.00095264585,0.0021336328,0.0009698578,0.0029309427,0.0010957891,0.0014180865,0.0008519101],"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":[0.00075716595,0.0007220444,0.15266232,0.0024122032,0.00015412187,0.00045889284,0.0016052058,0.01400855,0.1758722,0.008976677,0.007627658,0.634743],"study_design_scores_gemma":[0.0000814554,0.002669441,0.34731364,0.002163421,0.0005565564,0.0013477224,0.0032518262,0.07603863,0.4432178,0.007863422,0.11473164,0.0007643621],"about_ca_topic_score_codex":0.008711167,"about_ca_topic_score_gemma":0.0149694625,"teacher_disagreement_score":0.008711167,"about_ca_system_score_codex":0.0020466216,"about_ca_system_score_gemma":0.0016510913,"threshold_uncertainty_score":0.040460646},"labels":[],"label_agreement":null},{"id":"W563264788","doi":"10.33593/iccp.v10i1.411","title":"Newly Developed GFRP Dowel Bars for Jointed Plain Concrete Pavement","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement 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; Fonds Québécois de la Recherche sur la Nature et les Technologies; Pultrall","keywords":"Dowel; Fibre-reinforced plastic; Structural engineering; Geotechnical engineering; Geology; Engineering; Forensic engineering","score_opus":0.03368663574074149,"score_gpt":0.276453455202155,"score_spread":0.24276681946141349,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W563264788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9325168,0.0014294335,0.06202006,0.000037552098,0.000118301214,0.00010534519,0.00019991919,0.0005310566,0.0030416246],"genre_scores_gemma":[0.94497687,0.00042083862,0.049386803,0.000016299005,0.000011675399,0.000032432436,0.00029023841,0.000031073054,0.0048336713],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994991,0.00003724333,0.000026290516,0.000081860395,0.0003137841,0.000041649695],"domain_scores_gemma":[0.99959725,0.000041552576,0.00010896399,0.00004752668,0.00016348495,0.000041277286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028568567,0.00045017718,0.00020986228,0.00036744098,0.000111797985,0.00020252491,0.0005558403,0.00036399465,0.0010023352],"category_scores_gemma":[0.0005390926,0.00022535231,0.00022013193,0.00018366108,0.00014968675,0.00026695343,0.00022255615,0.00033013197,0.0005092123],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008737672,0.000037866554,0.0015240122,0.00014127415,0.000009209728,0.0001990217,0.000033557506,0.0015893533,0.9678182,0.00017504375,0.00014266776,0.028242381],"study_design_scores_gemma":[0.000019482815,0.0014466475,0.024942037,0.000017994858,0.000034316763,0.0017660713,0.00004687759,0.0053421753,0.9552648,0.000054703163,0.011034079,0.000030945448],"about_ca_topic_score_codex":0.00074612035,"about_ca_topic_score_gemma":0.0035127203,"teacher_disagreement_score":0.0010023352,"about_ca_system_score_codex":0.00015145932,"about_ca_system_score_gemma":0.0002531583,"threshold_uncertainty_score":0.0033531785},"labels":[],"label_agreement":null},{"id":"W566522409","doi":"","title":"Construction of Field-Cast Ultra-High Performance Concrete Connections","year":2012,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Precast concrete; Bridge (graph theory); Engineering; Deck; Bridge deck; Durability; Structural engineering; Joint (building); Span (engineering); Girder; Field (mathematics); Forensic engineering; Civil engineering; Computer science","score_opus":0.010489903706402738,"score_gpt":0.2089105909997729,"score_spread":0.19842068729337017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W566522409","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76555663,0.00076566235,0.13708101,0.0002368522,0.00027423096,0.00048712228,0.00044385355,0.0008875593,0.09426709],"genre_scores_gemma":[0.8703385,0.00065681926,0.10554545,0.00004625163,0.000022467415,0.00010578887,0.00034849806,0.0000580298,0.022878107],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995247,0.000030798252,0.000015439618,0.00005061519,0.00032196593,0.000056430334],"domain_scores_gemma":[0.99979454,0.000013931475,0.000023052731,0.000058415673,0.00007214102,0.000038049962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041588786,0.00036443665,0.00015250243,0.0007043563,0.0005269899,0.00046098675,0.0006218671,0.00046404623,0.0036874183],"category_scores_gemma":[0.0003681849,0.00030114647,0.00017396263,0.00037881968,0.00043117336,0.0005520465,0.00060066377,0.00081477454,0.0009796965],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016445553,0.00029796947,0.007853542,0.00053609704,0.000022546128,0.0022070236,0.00097165216,0.022908216,0.6536957,0.03015032,0.0076748687,0.27351767],"study_design_scores_gemma":[0.00008605029,0.002299119,0.03517256,0.00029095868,0.000029785018,0.0054302826,0.0010254666,0.018923856,0.6986433,0.0043128137,0.23368154,0.00010430761],"about_ca_topic_score_codex":0.0012871,"about_ca_topic_score_gemma":0.004960449,"teacher_disagreement_score":0.0036874183,"about_ca_system_score_codex":0.00048493667,"about_ca_system_score_gemma":0.00086897076,"threshold_uncertainty_score":0.0123355985},"labels":[],"label_agreement":null},{"id":"W581859344","doi":"","title":"High-Performance Concrete","year":2006,"lang":"en","type":"article","venue":"Bridges Conversations in Global Politics and Public Policy","topic":"Innovative concrete reinforcement 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":"Durability; Bridge (graph theory); Flexural strength; Pedestrian; Engineering; Construction engineering; Structural engineering; Computer science; Civil engineering","score_opus":0.00925493791674076,"score_gpt":0.22606610611020403,"score_spread":0.21681116819346327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W581859344","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":[0.105749704,0.016495485,0.19041398,0.0023837753,0.0020963233,0.0005221228,0.0027693985,0.0046288003,0.6749404],"genre_scores_gemma":[0.5742373,0.0071428725,0.08390761,0.00093257736,0.00032972067,0.00015356322,0.002614358,0.0003718859,0.33031002],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987085,0.000072662624,0.000060694416,0.00016657246,0.0008763387,0.0001151826],"domain_scores_gemma":[0.99949014,0.000052800075,0.00007340736,0.000089292764,0.00019594385,0.00009832288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005238501,0.0005976511,0.00026895682,0.0018425025,0.00088642805,0.0012960754,0.0007851487,0.0010474339,0.030856349],"category_scores_gemma":[0.0006907738,0.0002841352,0.0005192274,0.0011572151,0.0004473453,0.0018484181,0.0012946128,0.0010012395,0.013360786],"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":[0.00026262854,0.0004913149,0.003917526,0.0016050639,0.00007158546,0.0013105642,0.00043464577,0.010049485,0.3095472,0.115430035,0.053482234,0.5033978],"study_design_scores_gemma":[0.000034619345,0.0003487648,0.0029276058,0.00018430075,0.00003570084,0.001900667,0.0001503767,0.0035723015,0.11633834,0.005372424,0.8690763,0.000058658672],"about_ca_topic_score_codex":0.0011631155,"about_ca_topic_score_gemma":0.0031916653,"teacher_disagreement_score":0.030856349,"about_ca_system_score_codex":0.00084960094,"about_ca_system_score_gemma":0.00090694113,"threshold_uncertainty_score":0.103224754},"labels":[],"label_agreement":null},{"id":"W609854772","doi":"10.33593/iccp.v6i1.720","title":"SEVEN YEAR PERFORMANCE EVALUATION OF A CPR PROJECT IN CANADA","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement 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":"Portland cement; Spall; Overlay; Driver rehabilitation; International Roughness Index; Forensic engineering; Cracking; Environmental science; Rehabilitation; Geotechnical engineering; Engineering; Cement; Surface finish; Structural engineering; Materials science; Composite material; Computer science; Medicine","score_opus":0.037100462963136224,"score_gpt":0.2736405587456128,"score_spread":0.2365400957824766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W609854772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98712474,0.0001411144,0.00044185627,0.00017776461,0.000015357353,0.00036711118,0.0012800657,0.00010242109,0.010349477],"genre_scores_gemma":[0.9749203,0.00030276814,0.0019784444,0.00011779356,0.0000082274055,0.00012439722,0.003646027,0.000032568027,0.018869469],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99699724,0.00025917072,0.00007153595,0.0002991723,0.0017224257,0.00065043627],"domain_scores_gemma":[0.99592614,0.00008993709,0.00013818519,0.00013180847,0.002943637,0.00077032106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021112233,0.0005595544,0.00034298055,0.0013397487,0.0031986497,0.0010573822,0.0011950266,0.0006011139,0.0017402023],"category_scores_gemma":[0.0022025148,0.0003120572,0.0002855133,0.0015683329,0.00074493454,0.0004972924,0.0009897306,0.00058457855,0.000745237],"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":[0.0034366257,0.012405683,0.39229798,0.0006480681,0.0003069208,0.0035205814,0.0134956,0.019163499,0.040167075,0.0028080035,0.0234581,0.48829192],"study_design_scores_gemma":[0.00022156669,0.0134540815,0.88639075,0.000091067726,0.00013323213,0.00045071242,0.0137432,0.009802205,0.01514691,0.00023895052,0.060175236,0.00015200501],"about_ca_topic_score_codex":0.878316,"about_ca_topic_score_gemma":0.94426024,"teacher_disagreement_score":0.121684015,"about_ca_system_score_codex":0.017098166,"about_ca_system_score_gemma":0.023085026,"threshold_uncertainty_score":0.24480122},"labels":[],"label_agreement":null},{"id":"W611555969","doi":"","title":"Analysis of a UHPFRC footbridge with a deck slab under bending by a novel fracture-micromechanics FEM model","year":2013,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Innovative concrete reinforcement 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 Laval","funders":"","keywords":"Humanities; Physics; Art","score_opus":0.014745745562061206,"score_gpt":0.21744508670691862,"score_spread":0.2026993411448574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W611555969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60473603,0.0004546255,0.35404974,0.00034737313,0.00008291703,0.00017299729,0.0015246443,0.0011484735,0.03748323],"genre_scores_gemma":[0.94386005,0.0003490995,0.030420583,0.000048570455,0.000011113472,0.00017474886,0.00063184515,0.000077920406,0.024426043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990463,0.00001102175,0.000003486825,0.000022292763,0.00004206225,0.000016550026],"domain_scores_gemma":[0.9999175,0.000026941709,0.000014898575,0.0000102153235,0.000022897057,0.000007583736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015371518,0.0005261703,0.0004065297,0.0003716419,0.0004001031,0.0005540237,0.0007855091,0.0016072745,0.0060325153],"category_scores_gemma":[0.00027345534,0.00029834275,0.00047089622,0.0002847831,0.0003935836,0.00023752473,0.00030037426,0.00036486788,0.0007050759],"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":[0.00005360298,0.000042282303,0.0011485589,0.000084461724,0.000018371877,0.00029383317,0.0001013101,0.9615956,0.025452107,0.0014588871,0.000343726,0.009407267],"study_design_scores_gemma":[0.0000068820846,0.000051175535,0.0017328805,0.000015548054,0.000009684667,0.00006382293,0.00004126011,0.99475443,0.0019012459,0.00020889386,0.0012067112,0.0000074786367],"about_ca_topic_score_codex":0.017451052,"about_ca_topic_score_gemma":0.015008253,"teacher_disagreement_score":0.017451052,"about_ca_system_score_codex":0.00048258057,"about_ca_system_score_gemma":0.0008689691,"threshold_uncertainty_score":0.034698963},"labels":[],"label_agreement":null},{"id":"W634568139","doi":"10.14359/51686722","title":"Mixture Proportioning and Testing of Fiber-Reinforced Self-Consolidating Concrete","year":2014,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":62,"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":"Self-consolidating concrete; Computer science; Fiber; Composite material; Materials science; Compressive strength","score_opus":0.01026171880600361,"score_gpt":0.21499905698242822,"score_spread":0.20473733817642462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W634568139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9841724,0.0001564796,0.012532678,0.000021337708,0.00002149399,0.00007947064,0.00022616831,0.00022971438,0.0025603664],"genre_scores_gemma":[0.9841505,0.00010280713,0.010598585,0.000015366099,0.0000053362214,0.000049588136,0.0002919149,0.000070760194,0.004715161],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9973326,0.00030417746,0.00026494823,0.00044265832,0.0014714925,0.00018420252],"domain_scores_gemma":[0.9988896,0.00020849718,0.00012309948,0.00013188284,0.0005405437,0.00010634136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001258872,0.00039172627,0.0003762643,0.0010253721,0.0005728932,0.0002817207,0.0008531595,0.00047206087,0.0025856786],"category_scores_gemma":[0.0013754932,0.0004446047,0.00048185934,0.00056090904,0.00036428796,0.0006742255,0.00056477025,0.00036543095,0.00053041446],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090446026,0.0001384078,0.004902035,0.000052606076,0.000020641228,0.00006953585,0.0002650314,0.0019613993,0.9798182,0.00023229225,0.00010434824,0.011530983],"study_design_scores_gemma":[0.000013173577,0.0011492989,0.010799589,0.0000057129596,0.000036763446,0.0000775841,0.00006166531,0.0057054786,0.98113316,0.000050367267,0.00095399143,0.000013260082],"about_ca_topic_score_codex":0.0029419062,"about_ca_topic_score_gemma":0.0065513076,"teacher_disagreement_score":0.0029419062,"about_ca_system_score_codex":0.0004891605,"about_ca_system_score_gemma":0.00041047568,"threshold_uncertainty_score":0.008649945},"labels":[],"label_agreement":null},{"id":"W640088270","doi":"","title":"Prediction of the compactness of roller-compacted concrete using a granular stacking model","year":2001,"lang":"fr","type":"article","venue":"BULLETIN DES LABORATOIRES DES PONTS ET CHAUSSEES","topic":"Innovative concrete reinforcement 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","funders":"","keywords":"Stacking; Compact space; Compaction; Geotechnical engineering; Materials science; Geology; Mathematics; Mathematical analysis; Physics","score_opus":0.05707982798748182,"score_gpt":0.26411120828449774,"score_spread":0.20703138029701593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W640088270","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95473,0.00011267386,0.043270096,0.00009370988,0.000015844851,0.000018592702,0.000097663724,0.00024822302,0.0014132549],"genre_scores_gemma":[0.9973471,0.000028317969,0.0023834505,0.000003644989,0.000003861937,0.000007723362,0.00003627077,0.000008746926,0.00018097204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998889,0.000028322615,0.0000071811983,0.000029556653,0.00002647244,0.000019654006],"domain_scores_gemma":[0.9990716,0.00058541214,0.00013258007,0.00007160587,0.000069361035,0.000069519505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004740737,0.00063762313,0.0006743293,0.00046408607,0.00033853765,0.0005978044,0.00053652306,0.0012101906,0.00066636375],"category_scores_gemma":[0.0013801778,0.00058086135,0.0004963325,0.00039410513,0.00061303267,0.00074917154,0.0004117584,0.00057934964,0.00016011838],"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":[0.00003431248,0.000024864521,0.00092926685,0.00000747245,0.0000059401677,0.000023301744,0.0000053662948,0.99622995,0.0013385271,0.00027870043,0.000028709865,0.0010936873],"study_design_scores_gemma":[0.0000034494199,0.000008185285,0.00032136036,5.5047474e-7,0.0000017473541,0.0000013451456,8.8700267e-7,0.9993826,0.0002047063,0.00006790879,0.0000056567646,0.0000015723571],"about_ca_topic_score_codex":0.010494462,"about_ca_topic_score_gemma":0.0061753476,"teacher_disagreement_score":0.010494462,"about_ca_system_score_codex":0.0006852536,"about_ca_system_score_gemma":0.0005744562,"threshold_uncertainty_score":0.020866752},"labels":[],"label_agreement":null},{"id":"W642909391","doi":"","title":"Large-Scale Use of HPC for Bridges at Toronto Airport","year":2005,"lang":"en","type":"article","venue":"HPC Bridge Views","topic":"Innovative concrete reinforcement 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; Deck; Christian ministry; Bridge (graph theory); Civil engineering; Transport engineering; Engineering; Redevelopment; International airport; Forensic engineering; Structural engineering","score_opus":0.05158768257150693,"score_gpt":0.27896060631050135,"score_spread":0.22737292373899443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W642909391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8841131,0.0001904998,0.011022114,0.00030713915,0.00004918235,0.00023769277,0.0006082307,0.00083146617,0.102640554],"genre_scores_gemma":[0.9812874,0.00014109233,0.007849808,0.000021155947,0.000010289349,0.000054856824,0.00058677315,0.00005401598,0.009994502],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99951804,0.00004447914,0.000007832757,0.00004351065,0.00026778705,0.00011840738],"domain_scores_gemma":[0.999577,0.000028811924,0.000013260395,0.000088449386,0.0001793612,0.00011319616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055809255,0.00021963316,0.00008837461,0.0004288461,0.0013192351,0.00049710827,0.0005908129,0.0002532947,0.0045055347],"category_scores_gemma":[0.0005935022,0.000119227145,0.00016423211,0.000591584,0.00039289723,0.0003286137,0.0006081284,0.0003326214,0.0007470844],"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":[0.00081710954,0.00085211656,0.08498964,0.0003890672,0.000082489925,0.0059007737,0.009536575,0.09053327,0.19188961,0.023633394,0.07142987,0.51994604],"study_design_scores_gemma":[0.00031323964,0.0030879313,0.26901385,0.00017603194,0.00013416994,0.0021893128,0.009804907,0.065824986,0.13464954,0.003112548,0.5115083,0.00018520601],"about_ca_topic_score_codex":0.2011557,"about_ca_topic_score_gemma":0.5028358,"teacher_disagreement_score":0.7988443,"about_ca_system_score_codex":0.0030608927,"about_ca_system_score_gemma":0.0040427037,"threshold_uncertainty_score":0.39996976},"labels":[],"label_agreement":null},{"id":"W644646621","doi":"10.33593/iccp.v8i1.608","title":"Use of Innovative Pre-Cast Concrete Slab Repair Technology in Canada","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement 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":"Falling weight deflectometer; Slab; Christian ministry; Precast concrete; Civil engineering; Engineering; Forensic engineering; Geotechnical engineering; Structural engineering; Subgrade","score_opus":0.026717098487148736,"score_gpt":0.24770783785479134,"score_spread":0.2209907393676426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W644646621","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9693303,0.0016335163,0.007155962,0.00029256917,0.000035088666,0.00051472924,0.00059465657,0.00029294385,0.02015016],"genre_scores_gemma":[0.968193,0.0016389644,0.018977052,0.00006441336,0.0000036857518,0.00008614193,0.000573702,0.000034530865,0.010428573],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99821436,0.00012201808,0.00004347429,0.00020435199,0.001117253,0.00029861368],"domain_scores_gemma":[0.99860805,0.00008494341,0.00010907168,0.00008936825,0.0008592163,0.00024937675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011594275,0.0005230558,0.0003323472,0.0011532492,0.00306672,0.0014174208,0.0016682048,0.0005431998,0.0016042511],"category_scores_gemma":[0.0010954358,0.00036832812,0.0004072492,0.0014763162,0.0012938294,0.00041111928,0.0007799687,0.00061295176,0.00018987812],"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":[0.0025066342,0.002395334,0.07964719,0.0014663176,0.00020829814,0.0028095308,0.00933967,0.0340053,0.22561832,0.012125349,0.005450525,0.6244275],"study_design_scores_gemma":[0.000529573,0.010706743,0.5026789,0.00043376826,0.00042749135,0.0019902722,0.013991933,0.022458687,0.24233516,0.0010832826,0.20288648,0.00047773385],"about_ca_topic_score_codex":0.95143074,"about_ca_topic_score_gemma":0.9890258,"teacher_disagreement_score":0.048569262,"about_ca_system_score_codex":0.035068173,"about_ca_system_score_gemma":0.057671644,"threshold_uncertainty_score":0.25443858},"labels":[],"label_agreement":null},{"id":"W6891549946","doi":"10.48336/c5d1-k833","title":"Acoustic emission monitoring of reinforced concrete beams repaired with engineered cementitious composites","year":2024,"lang":"en","type":"article","venue":"Memorial University Research Repository (Memorial University)","topic":"Innovative concrete reinforcement 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":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Cracking; Beam (structure); Flexural strength; Natural rubber; Compression (physics); Cementitious; Crumb rubber","score_opus":0.019493572490370727,"score_gpt":0.23426039389492004,"score_spread":0.2147668214045493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6891549946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994643,0.00012903319,0.0050545502,0.0000036334773,0.0000029499704,0.000008411212,0.00002171243,0.000022191829,0.00011452253],"genre_scores_gemma":[0.992718,0.00019615196,0.0063389987,0.0000091596885,0.0000023142234,0.000017389813,0.00006489933,0.000009159463,0.0006438378],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997429,0.000038049813,0.000015662876,0.000060455,0.00011678705,0.000026101268],"domain_scores_gemma":[0.9995584,0.00011623576,0.00011668057,0.000033087785,0.00016012031,0.000015481244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040303465,0.0003765675,0.00022553156,0.0004692408,0.0001469358,0.00014334048,0.0002699114,0.00029001842,0.00043645815],"category_scores_gemma":[0.0004332522,0.00017708707,0.00019541517,0.00015104165,0.00019846974,0.00021786908,0.0002208164,0.00018091852,0.00013694479],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000070847,0.000024066214,0.0060552154,0.000037402955,0.00000711071,0.00005368856,0.000112308386,0.00055104424,0.9854199,0.000014550682,0.00001000798,0.0076437565],"study_design_scores_gemma":[0.000003935914,0.0007884052,0.05188872,0.00001342747,0.000034261182,0.00023772879,0.00023680493,0.0034661405,0.9427737,0.000019877263,0.0005219378,0.000015137942],"about_ca_topic_score_codex":0.00043316858,"about_ca_topic_score_gemma":0.00095362944,"teacher_disagreement_score":0.0004692408,"about_ca_system_score_codex":0.0000988857,"about_ca_system_score_gemma":0.00009516712,"threshold_uncertainty_score":0.002131462},"labels":[],"label_agreement":null},{"id":"W6902186358","doi":"10.6084/m9.figshare.19358378","title":"Flexural and shear behaviors of steel and synthetic fiber reinforced concretes under quasi-static and pseudo-dynamic loadings","year":2022,"lang":"en","type":"article","venue":"Figshare","topic":"Innovative concrete reinforcement 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":"Flexural strength; Christian ministry; Fiber-reinforced concrete; Shear (geology); Synthetic fiber; Fiber","score_opus":0.015318834141680289,"score_gpt":0.23436542528062407,"score_spread":0.21904659113894379,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6902186358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890125,0.00011523747,0.00029700427,0.000006463222,0.0000038835897,0.0000053331933,0.00020550413,0.000012396133,0.0004528418],"genre_scores_gemma":[0.9979144,0.000108186905,0.0002571237,0.000008055344,0.0000015315707,0.000005634987,0.00021539842,0.0000052101736,0.00148454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977356,0.000020024128,0.000015240675,0.000045714416,0.000098290475,0.000047162262],"domain_scores_gemma":[0.99950373,0.00007625382,0.00009332937,0.000031358406,0.00017727043,0.0001180253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041979694,0.00044588544,0.00016951466,0.00062745565,0.0002595455,0.00016592279,0.00025195506,0.00029078143,0.002590569],"category_scores_gemma":[0.00032413195,0.00018005529,0.00018735387,0.0003525522,0.00037930682,0.00017287229,0.00016531226,0.00030473297,0.0003709748],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004020568,0.00005656154,0.007814452,0.00005820537,0.000020381,0.00015889572,0.00020958959,0.0029128147,0.9845346,0.00006773127,0.00007327967,0.0036913531],"study_design_scores_gemma":[0.000015612599,0.0021130273,0.25207573,0.000027416098,0.0000525696,0.00023016486,0.00055710925,0.009825066,0.7336349,0.00006741874,0.00135185,0.00004910279],"about_ca_topic_score_codex":0.015699986,"about_ca_topic_score_gemma":0.050757363,"teacher_disagreement_score":0.015699986,"about_ca_system_score_codex":0.00039150432,"about_ca_system_score_gemma":0.00030506146,"threshold_uncertainty_score":0.031217217},"labels":[],"label_agreement":null},{"id":"W6920424293","doi":"10.60692/m26y1-q8v94","title":"Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges","year":2016,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Innovative concrete reinforcement 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":"Western University","funders":"","keywords":"Durability; Sustainability; Curing (chemistry); Material efficiency; Mechanical strength; Construction industry; Sustainable development","score_opus":0.019681067908387542,"score_gpt":0.2169083264928297,"score_spread":0.19722725858444218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920424293","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":[0.10682556,0.7927791,0.022438753,0.015311024,0.00045312423,0.00021953092,0.00049430877,0.00014651578,0.06133209],"genre_scores_gemma":[0.47107178,0.49402118,0.021250313,0.0014288214,0.00038475115,0.00015340906,0.00045648738,0.000056012283,0.011177219],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99735546,0.0005753478,0.00026296364,0.00024219755,0.0014163743,0.00014761674],"domain_scores_gemma":[0.99453825,0.0023172633,0.000808558,0.00017152018,0.0019979249,0.00016645422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004614035,0.0005613423,0.0007118939,0.0021393734,0.00050730666,0.002590856,0.0012390316,0.0017552953,0.0038453648],"category_scores_gemma":[0.0036945005,0.00026807335,0.0003517327,0.002897588,0.00086207985,0.0034832754,0.00089468434,0.0009233187,0.0010330944],"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":[0.00008554191,0.00031851462,0.005435832,0.024334315,0.000088049484,0.00065962214,0.0007271256,0.004799796,0.02631335,0.023455972,0.004619446,0.9091625],"study_design_scores_gemma":[0.000023258664,0.0023246522,0.038768012,0.019218056,0.00038539953,0.0031300073,0.014155678,0.0068833316,0.06044448,0.026038911,0.8284292,0.00019901391],"about_ca_topic_score_codex":0.0033141137,"about_ca_topic_score_gemma":0.010326115,"teacher_disagreement_score":0.004614035,"about_ca_system_score_codex":0.0021369136,"about_ca_system_score_gemma":0.0049916706,"threshold_uncertainty_score":0.024401665},"labels":[],"label_agreement":null},{"id":"W6920902585","doi":"10.60692/s9yqf-59c62","title":"Report of RILEM TC 267-TRM phase 2: optimization and testing of the robustness of the R3 reactivity tests for supplementary cementitious materials","year":2022,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Innovative concrete reinforcement 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 New Brunswick; University of Toronto","funders":"Engineering and Physical Sciences Research Council","keywords":"Robustness (evolution); Cementitious; Test method; Robustness testing; Materials testing; Test data","score_opus":0.034033407690554816,"score_gpt":0.22948189978632716,"score_spread":0.19544849209577234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6920902585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8478424,0.0013265058,0.10969406,0.0008263846,0.00021750158,0.012353626,0.0077949655,0.0013674193,0.018577136],"genre_scores_gemma":[0.80770636,0.00078070513,0.14282206,0.00056955835,0.00019666167,0.0067830714,0.019713283,0.00087185943,0.020556506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9792083,0.007797657,0.00093836617,0.0014492274,0.009710589,0.00089589314],"domain_scores_gemma":[0.98386383,0.00312539,0.0016407841,0.0021147446,0.008602015,0.0006532576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.022969915,0.0022860211,0.0012111409,0.002009507,0.0021163288,0.0016373621,0.0030566643,0.0023384097,0.002573004],"category_scores_gemma":[0.014315908,0.00076656556,0.0018377159,0.0008321643,0.0010424609,0.0006987499,0.0014103592,0.0013457738,0.0025399064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0051544807,0.005644825,0.015369628,0.00075419707,0.00052416977,0.000720775,0.0010125678,0.024603618,0.8754779,0.0014434264,0.008790401,0.06050411],"study_design_scores_gemma":[0.00050061743,0.019118,0.0141064385,0.00005958684,0.00031408042,0.00042879823,0.00025702524,0.0078992685,0.9374882,0.00021444871,0.01945844,0.00015511052],"about_ca_topic_score_codex":0.00889605,"about_ca_topic_score_gemma":0.008221302,"teacher_disagreement_score":0.022969915,"about_ca_system_score_codex":0.00222084,"about_ca_system_score_gemma":0.006363483,"threshold_uncertainty_score":0.12147796},"labels":[],"label_agreement":null},{"id":"W6926487936","doi":"10.25316/ir-14765","title":"The Nanaimo Free Press [Wednesday, August 5, 1885]","year":2020,"lang":"en","type":"other","venue":"VIUSpace (Vancouver Island University Library)","topic":"Innovative concrete reinforcement 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":0.007379945818031716,"score_gpt":0.17167357741788666,"score_spread":0.16429363159985494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6926487936","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":[0.00078305905,0.0056911334,0.000091608876,0.0014532063,0.0021318998,0.0000225652,0.0014598926,0.000093482544,0.9882732],"genre_scores_gemma":[0.00094096275,0.00069793995,0.00003189851,0.000073584895,0.000045556455,0.0000058561927,0.00011878134,0.00003281756,0.9980526],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99980325,0.00001224179,0.0000072248467,0.0000339427,0.00009487138,0.00004847733],"domain_scores_gemma":[0.9998747,0.000014423363,0.000006214099,0.00000856305,0.00006377897,0.00003227331],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002020489,0.00085440505,0.00037353058,0.0013263305,0.0039600786,0.004222259,0.0005396249,0.0013618247,0.30219927],"category_scores_gemma":[0.00070142106,0.0004333317,0.0002528428,0.0018241727,0.00055004697,0.0015315798,0.001092663,0.0022878882,0.10299831],"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":[0.000029483606,0.000011704293,0.00023863772,0.00008708728,0.0000031683537,0.00011475016,0.00018825066,0.000067200344,0.0001616873,0.016953632,0.93539894,0.04674545],"study_design_scores_gemma":[0.0000012731751,0.0000021394592,0.00036258405,0.0000329274,5.7936063e-7,0.000014989236,0.000042470976,0.000009969816,0.000038321534,0.00026772486,0.9992249,0.0000020619761],"about_ca_topic_score_codex":0.13758491,"about_ca_topic_score_gemma":0.5298585,"teacher_disagreement_score":0.30219927,"about_ca_system_score_codex":0.003676042,"about_ca_system_score_gemma":0.0024168198,"threshold_uncertainty_score":0.99532807},"labels":[],"label_agreement":null},{"id":"W6930511986","doi":"10.5281/zenodo.12097258","title":"Imm 5257 canada pdf","year":2024,"lang":"en","type":"other","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovative concrete reinforcement 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":"Limiting; Pretext; Population; Work (physics)","score_opus":0.014632429852062385,"score_gpt":0.2026147383091347,"score_spread":0.1879823084570723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6930511986","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":[0.00014592738,0.00062469655,0.00072815147,0.0006130372,0.0010748396,0.000094823736,0.00899862,0.0031700814,0.9845499],"genre_scores_gemma":[0.0005641562,0.00047965263,0.0003848698,0.00027204707,0.00008615378,0.000022420563,0.0039423746,0.0007765969,0.99347174],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988427,0.00004057554,0.00003690734,0.000139466,0.00078556733,0.00015476794],"domain_scores_gemma":[0.9965043,0.00016549231,0.00006156727,0.00022168898,0.0023640106,0.00068297714],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000700005,0.0015852789,0.0013207117,0.0030851685,0.003284119,0.010596383,0.0030964655,0.0033578181,0.92770684],"category_scores_gemma":[0.00313218,0.0010447019,0.0009982588,0.00342133,0.0010036028,0.0039920053,0.0028205721,0.0022382545,0.89914066],"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":[0.000036577087,0.000022774173,0.000040952833,0.00016659583,0.0000025862778,0.00005309484,0.000029823243,0.000057522546,0.00065963896,0.002625741,0.9639906,0.032314014],"study_design_scores_gemma":[0.0000048229913,0.0000058991172,0.000090181195,0.00004283478,0.0000015295957,0.000034258283,0.000026617503,0.0000272922,0.0002421868,0.00022771662,0.9992914,0.0000053229874],"about_ca_topic_score_codex":0.122972466,"about_ca_topic_score_gemma":0.218779,"teacher_disagreement_score":0.122972466,"about_ca_system_score_codex":0.0068321717,"about_ca_system_score_gemma":0.010573936,"threshold_uncertainty_score":0.24451333},"labels":[],"label_agreement":null},{"id":"W6948848382","doi":"10.5281/zenodo.10688387","title":"Investigation on Mechanical and Durability Properties of Slurry Infiltrated Fiber Concrete (SIFCON)","year":2019,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovative concrete reinforcement 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":"Horizon College and Seminary","funders":"","keywords":"Durability; Slurry; Fiber; Flexural strength; Fiber-reinforced concrete; Compressive strength; Hammer; Test method","score_opus":0.042377543784679304,"score_gpt":0.2051893473769959,"score_spread":0.1628118035923166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6948848382","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998589,0.00031390137,0.00054257596,0.0000034577195,0.000003903605,0.0000050208673,0.000045692923,0.00000913313,0.0004872852],"genre_scores_gemma":[0.9985215,0.000103020306,0.00047945092,0.0000047728004,0.0000015136894,0.000003096325,0.000077458644,0.000003514118,0.0008056344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973863,0.000026615831,0.000012619301,0.000035975347,0.00015398063,0.000032106538],"domain_scores_gemma":[0.9997098,0.000041898293,0.000086116845,0.000016624082,0.00010480344,0.00004071932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029012075,0.0002596529,0.000121779936,0.00045297277,0.00012444197,0.00010171884,0.00013101219,0.00022333224,0.0010257463],"category_scores_gemma":[0.00020940954,0.00009130887,0.00014094409,0.00018534677,0.00014944203,0.00012931318,0.0000952818,0.00016070281,0.00015568234],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001017322,0.00002960686,0.0028505297,0.00005859906,0.000007277107,0.000063834064,0.000026275466,0.00032350997,0.9934556,0.00002354958,0.000020408295,0.0030390734],"study_design_scores_gemma":[0.000006551009,0.0018181871,0.06904511,0.000017358454,0.000035265657,0.00028570974,0.00010449895,0.0017551637,0.92518824,0.000019462586,0.0017132892,0.000011124337],"about_ca_topic_score_codex":0.0012064679,"about_ca_topic_score_gemma":0.00368085,"teacher_disagreement_score":0.0012064679,"about_ca_system_score_codex":0.00011941772,"about_ca_system_score_gemma":0.00011480817,"threshold_uncertainty_score":0.0034314394},"labels":[],"label_agreement":null},{"id":"W6957733006","doi":"10.60692/00rsr-w9g05","title":"Report of RILEM TC 267-TRM phase 2: optimization and testing of the robustness of the R3 reactivity tests for supplementary cementitious materials","year":2022,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Innovative concrete reinforcement 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 New Brunswick; University of Toronto","funders":"Engineering and Physical Sciences Research Council","keywords":"Robustness (evolution); Cementitious; Test method; Robustness testing; Materials testing; Test data","score_opus":0.034033407690554816,"score_gpt":0.22948189978632716,"score_spread":0.19544849209577234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6957733006","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8478424,0.0013265058,0.10969406,0.0008263846,0.00021750158,0.012353626,0.0077949655,0.0013674193,0.018577136],"genre_scores_gemma":[0.80770636,0.00078070513,0.14282206,0.00056955835,0.00019666167,0.0067830714,0.019713283,0.00087185943,0.020556506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9792083,0.007797657,0.00093836617,0.0014492274,0.009710589,0.00089589314],"domain_scores_gemma":[0.98386383,0.00312539,0.0016407841,0.0021147446,0.008602015,0.0006532576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.022969915,0.0022860211,0.0012111409,0.002009507,0.0021163288,0.0016373621,0.0030566643,0.0023384097,0.002573004],"category_scores_gemma":[0.014315908,0.00076656556,0.0018377159,0.0008321643,0.0010424609,0.0006987499,0.0014103592,0.0013457738,0.0025399064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0051544807,0.005644825,0.015369628,0.00075419707,0.00052416977,0.000720775,0.0010125678,0.024603618,0.8754779,0.0014434264,0.008790401,0.06050411],"study_design_scores_gemma":[0.00050061743,0.019118,0.0141064385,0.00005958684,0.00031408042,0.00042879823,0.00025702524,0.0078992685,0.9374882,0.00021444871,0.01945844,0.00015511052],"about_ca_topic_score_codex":0.00889605,"about_ca_topic_score_gemma":0.008221302,"teacher_disagreement_score":0.022969915,"about_ca_system_score_codex":0.00222084,"about_ca_system_score_gemma":0.006363483,"threshold_uncertainty_score":0.12147796},"labels":[],"label_agreement":null},{"id":"W6966738823","doi":"10.4224/21276031","title":"Technical guide for modular, expanded polystyrene concrete forms","year":2008,"lang":"en","type":"book","venue":"NPARC","topic":"Innovative concrete reinforcement 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":"Expanded polystyrene; Polystyrene; Product (mathematics); New product development","score_opus":0.0159819747803447,"score_gpt":0.23907864926544561,"score_spread":0.2230966744851009,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6966738823","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":[0.0015199791,0.004811651,0.106257424,0.0009834297,0.0011655596,0.00088241376,0.007508572,0.007051986,0.869819],"genre_scores_gemma":[0.0034641789,0.0032906164,0.07175146,0.00042351068,0.00008254566,0.00041883797,0.0052375775,0.0016156709,0.9137156],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99898285,0.00006042782,0.00004714924,0.000055808676,0.0008214332,0.00003225852],"domain_scores_gemma":[0.99927145,0.00011064659,0.000024990908,0.00007797413,0.00048565047,0.000029307748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061629334,0.001130305,0.00061344996,0.001968641,0.0009784498,0.0015432385,0.001543373,0.001020899,0.20590305],"category_scores_gemma":[0.0015504181,0.00094261864,0.0004201204,0.0016026298,0.00038290906,0.0021038034,0.0010576809,0.0015051874,0.17846867],"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":[0.000020023503,0.000092168826,0.00015629166,0.00035720508,0.0000021578144,0.00012802161,0.0001435354,0.00093684986,0.0050376537,0.018022882,0.6121177,0.3629855],"study_design_scores_gemma":[0.0000021543583,0.000011462817,0.00012016843,0.00005671636,0.0000010397696,0.0002057696,0.000022636976,0.00022859745,0.0008484051,0.001403447,0.9970945,0.0000050284602],"about_ca_topic_score_codex":0.0043751025,"about_ca_topic_score_gemma":0.014952275,"teacher_disagreement_score":0.20590305,"about_ca_system_score_codex":0.0006779233,"about_ca_system_score_gemma":0.0016199943,"threshold_uncertainty_score":0.68881434},"labels":[],"label_agreement":null},{"id":"W6976765612","doi":"10.60692/hgd93-5t503","title":"Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges","year":2016,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Innovative concrete reinforcement 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":"Western University","funders":"","keywords":"Durability; Sustainability; Curing (chemistry); Material efficiency; Mechanical strength; Construction industry; Sustainable development","score_opus":0.019681067908387542,"score_gpt":0.2169083264928297,"score_spread":0.19722725858444218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6976765612","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":[0.10682556,0.7927791,0.022438753,0.015311024,0.00045312423,0.00021953092,0.00049430877,0.00014651578,0.06133209],"genre_scores_gemma":[0.47107178,0.49402118,0.021250313,0.0014288214,0.00038475115,0.00015340906,0.00045648738,0.000056012283,0.011177219],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99735546,0.0005753478,0.00026296364,0.00024219755,0.0014163743,0.00014761674],"domain_scores_gemma":[0.99453825,0.0023172633,0.000808558,0.00017152018,0.0019979249,0.00016645422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004614035,0.0005613423,0.0007118939,0.0021393734,0.00050730666,0.002590856,0.0012390316,0.0017552953,0.0038453648],"category_scores_gemma":[0.0036945005,0.00026807335,0.0003517327,0.002897588,0.00086207985,0.0034832754,0.00089468434,0.0009233187,0.0010330944],"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":[0.00008554191,0.00031851462,0.005435832,0.024334315,0.000088049484,0.00065962214,0.0007271256,0.004799796,0.02631335,0.023455972,0.004619446,0.9091625],"study_design_scores_gemma":[0.000023258664,0.0023246522,0.038768012,0.019218056,0.00038539953,0.0031300073,0.014155678,0.0068833316,0.06044448,0.026038911,0.8284292,0.00019901391],"about_ca_topic_score_codex":0.0033141137,"about_ca_topic_score_gemma":0.010326115,"teacher_disagreement_score":0.004614035,"about_ca_system_score_codex":0.0021369136,"about_ca_system_score_gemma":0.0049916706,"threshold_uncertainty_score":0.024401665},"labels":[],"label_agreement":null},{"id":"W6978165739","doi":"10.7939/r3n87327p","title":"2013 University of Alberta Campus Data Summit Poster","year":2013,"lang":"en","type":"other","venue":"University of Alberta Library","topic":"Innovative concrete reinforcement 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":"Summit; Data collection; Work (physics)","score_opus":0.00938749887363713,"score_gpt":0.16736033112492896,"score_spread":0.15797283225129183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6978165739","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":[0.0029687309,0.0009870951,0.0009243932,0.012290241,0.010744322,0.0001740684,0.033926707,0.00212041,0.9358639],"genre_scores_gemma":[0.0052746357,0.00035410046,0.0003395925,0.0005383261,0.00047118127,0.000027100363,0.00689756,0.00037767726,0.98571986],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99848986,0.00005057812,0.000022595701,0.00011284273,0.00095757016,0.00036653556],"domain_scores_gemma":[0.9956376,0.00015597673,0.000058021204,0.00020706287,0.0021199828,0.0018213672],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0019903516,0.001374946,0.00080631796,0.003105279,0.00657927,0.01232029,0.0016456117,0.0025279364,0.5136961],"category_scores_gemma":[0.0023977228,0.00048624218,0.00075417024,0.0034781597,0.001247713,0.0020390071,0.0035187907,0.002651942,0.25470874],"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":[0.00003342718,0.000020332078,0.00019371064,0.000021672073,0.0000014312042,0.000024124733,0.000016034546,0.00008750571,0.000063345324,0.00047246277,0.9914648,0.007601062],"study_design_scores_gemma":[0.000008025093,0.000007040724,0.0013407716,0.00002939662,0.0000030252506,0.000011116859,0.00021535403,0.00014081434,0.00023776942,0.00042208403,0.99757355,0.000010982723],"about_ca_topic_score_codex":0.3901211,"about_ca_topic_score_gemma":0.77121544,"teacher_disagreement_score":0.5136961,"about_ca_system_score_codex":0.010924825,"about_ca_system_score_gemma":0.017877918,"threshold_uncertainty_score":0.7757007},"labels":[],"label_agreement":null},{"id":"W6981318815","doi":"","title":"Efeitos da dança de salão e do treinamento aeróbio e a influência das vitaminas B12 e D no desempenho funcional, cognitivo e nos sintomas depressivos em idosas fisicamente independentes","year":2020,"lang":"pt","type":"article","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","topic":"Innovative concrete reinforcement 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":"Cognitive impairment; Cognition; Effects of sleep deprivation on cognitive performance; Stroop effect","score_opus":0.02474793625822802,"score_gpt":0.2553443552592309,"score_spread":0.23059641900100286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6981318815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98125976,0.014538371,0.00044989673,0.0004349899,0.000060548737,0.00006230083,0.0008972232,0.000013946982,0.0022830532],"genre_scores_gemma":[0.9834895,0.009072662,0.0017861682,0.00029579748,0.000044802797,0.00013817882,0.0006688623,0.000009895099,0.004494098],"study_design_codex":"observational","study_design_gemma":"nonrandomized_trial","domain_scores_codex":[0.9995875,0.00016160785,0.000033183107,0.00007482237,0.000083022074,0.000059903068],"domain_scores_gemma":[0.9988759,0.00048019935,0.00025260172,0.000065906155,0.00021274199,0.00011258328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008604438,0.00046015915,0.000696294,0.00064048264,0.0003997849,0.00087889377,0.00029773527,0.00071134185,0.0045243213],"category_scores_gemma":[0.0016113879,0.00024754563,0.0010282446,0.00068784883,0.0003711292,0.00033778808,0.0006453376,0.00062308327,0.00041929662],"study_design_candidate":"nonrandomized_trial","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.035524245,0.0041562896,0.69853336,0.0064218068,0.0031442468,0.00039347957,0.003731771,0.0007426323,0.04077133,0.00072349847,0.0015677554,0.2042896],"study_design_scores_gemma":[0.0004729484,0.011650746,0.95800203,0.0010528512,0.0030251003,0.00046061288,0.003262211,0.0006244628,0.00910343,0.0010698087,0.0112075545,0.000068263456],"about_ca_topic_score_codex":0.010509264,"about_ca_topic_score_gemma":0.019379448,"teacher_disagreement_score":0.010509264,"about_ca_system_score_codex":0.0004612333,"about_ca_system_score_gemma":0.001002671,"threshold_uncertainty_score":0.020896137},"labels":[],"label_agreement":null},{"id":"W6985885101","doi":"","title":"Présentation","year":2010,"lang":"fr","type":"other","venue":"Industrias Culturais (Universidade de Coimbra)","topic":"Innovative concrete reinforcement 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":"Closure (psychology); Quarter (Canadian coin); Interspecific hybridization","score_opus":0.02136419767508744,"score_gpt":0.24133243707510482,"score_spread":0.2199682394000174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6985885101","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":[0.00289762,0.009354563,0.006806009,0.080551244,0.17106609,0.000743232,0.006110361,0.002176027,0.7202949],"genre_scores_gemma":[0.010646968,0.005664537,0.0020414358,0.015949145,0.018016636,0.00035629413,0.00368324,0.00072314264,0.94291854],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979007,0.0003092795,0.00013610382,0.00041615547,0.0009468205,0.00029091357],"domain_scores_gemma":[0.9949103,0.0005604801,0.0001662802,0.0004295207,0.002682416,0.0012509597],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0021703814,0.0009928609,0.00074337097,0.0013773679,0.0022062443,0.0062235007,0.0019087009,0.003531298,0.5698068],"category_scores_gemma":[0.0107424315,0.00032813253,0.0010262346,0.0008718665,0.0008694726,0.0035939508,0.0037712245,0.003315106,0.3066892],"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":[0.00007282684,0.000042135238,0.00020249038,0.00015449867,0.0000062591184,0.0001939643,0.000119749144,0.000060283975,0.00028375737,0.0056617437,0.92925954,0.06394276],"study_design_scores_gemma":[0.0000087569015,0.000016596885,0.00015030481,0.00009742779,0.0000028254349,0.00018919392,0.00009493392,0.00002840978,0.0001440627,0.0013815011,0.997881,0.000004993083],"about_ca_topic_score_codex":0.002359206,"about_ca_topic_score_gemma":0.002941958,"teacher_disagreement_score":0.4301932,"about_ca_system_score_codex":0.0026703582,"about_ca_system_score_gemma":0.0046005384,"threshold_uncertainty_score":0.6136184},"labels":[],"label_agreement":null},{"id":"W6999972379","doi":"","title":"Durability design of HPC bridge decks with lightweight aggregate and admixtures","year":2011,"lang":"en","type":"article","venue":"NPARC","topic":"Innovative concrete reinforcement 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":"Durability; Service life; Rebar; Bridge (graph theory); Shrinkage; Aggregate (composite); Cracking","score_opus":0.029149925027185542,"score_gpt":0.20758943964355825,"score_spread":0.1784395146163727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6999972379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95323455,0.00014010207,0.042301226,0.000025064743,0.000012152346,0.000030947576,0.00005609721,0.00009947543,0.0041003944],"genre_scores_gemma":[0.9956697,0.00004037558,0.002982659,0.0000049009545,0.000002181445,0.000010668043,0.000029752611,0.00000949958,0.0012503242],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986804,0.0000168518,0.000006483269,0.000025130263,0.00005986836,0.000023664094],"domain_scores_gemma":[0.9998642,0.000017381393,0.0000291413,0.00001328475,0.000051107956,0.000024877714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020305936,0.00024303093,0.000244938,0.00035746206,0.00012515765,0.00028204187,0.00043005994,0.00026235613,0.0008998364],"category_scores_gemma":[0.0002445271,0.00017237011,0.00018440596,0.00010820236,0.00018328232,0.0001956413,0.0002351818,0.00015321576,0.00022512015],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043989933,0.00020547042,0.0064094304,0.00017209447,0.000030399284,0.0003784461,0.000074036885,0.3204555,0.6292545,0.0021518292,0.00034470137,0.04008371],"study_design_scores_gemma":[0.00005989396,0.0015865198,0.013757893,0.000018269953,0.000060315375,0.00033939487,0.00010507146,0.6881142,0.29187143,0.0010305993,0.0030287823,0.00002761402],"about_ca_topic_score_codex":0.0010109026,"about_ca_topic_score_gemma":0.0015958012,"teacher_disagreement_score":0.0010109026,"about_ca_system_score_codex":0.00035616264,"about_ca_system_score_gemma":0.00028492647,"threshold_uncertainty_score":0.0030102134},"labels":[],"label_agreement":null},{"id":"W7009328807","doi":"","title":"Diseño de mezcla de concreto translúcido aplicando agregados que permiten el paso de luz, Lima – 2021","year":2022,"lang":"en","type":"dissertation","venue":"renati","topic":"Innovative concrete reinforcement 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":"Glass recycling; Cement; Aggregate (composite); Work (physics); Block (permutation group theory)","score_opus":0.00540068749812698,"score_gpt":0.24955837947023546,"score_spread":0.2441576919721085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7009328807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8791109,0.005507156,0.05334827,0.0002576537,0.0001914738,0.00026836956,0.00037322423,0.00059622666,0.060346637],"genre_scores_gemma":[0.8535762,0.0035865179,0.062242225,0.000112901784,0.00003674372,0.00015589794,0.0005163242,0.00021568374,0.07955756],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995968,0.000034476478,0.00001872724,0.00009620969,0.00021122808,0.000042626474],"domain_scores_gemma":[0.99976975,0.00003380743,0.00004665332,0.00003178302,0.00010160299,0.000016439699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005802413,0.00039136087,0.00031265692,0.0006830081,0.000447224,0.0009936497,0.00049630576,0.00041999525,0.004933697],"category_scores_gemma":[0.00084983493,0.0003087917,0.00031126596,0.00037985682,0.00042074002,0.00063145824,0.0004794311,0.0004754508,0.0017324763],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072325533,0.00018437934,0.0024345352,0.0005325311,0.000029588096,0.00053280545,0.0006531833,0.0034333842,0.87087846,0.005261503,0.000908931,0.11442745],"study_design_scores_gemma":[0.000043602813,0.00071288535,0.0061078374,0.0001233183,0.00011431768,0.0004262683,0.00038422053,0.0067271744,0.87458295,0.0007789713,0.10996987,0.000028605762],"about_ca_topic_score_codex":0.0021081443,"about_ca_topic_score_gemma":0.0056009623,"teacher_disagreement_score":0.004933697,"about_ca_system_score_codex":0.00056065945,"about_ca_system_score_gemma":0.00075116317,"threshold_uncertainty_score":0.016504824},"labels":[],"label_agreement":null},{"id":"W7020687920","doi":"","title":"Mass change, petrography and damage ratings of bars at the completion of the concrete microbar test","year":2004,"lang":"en","type":"article","venue":"NPARC","topic":"Innovative concrete reinforcement 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":"Petrography; Quartz; Cracking; Mass concrete; Rock mass classification; Cement; Microcrystalline","score_opus":0.011655209923669668,"score_gpt":0.19650920923698445,"score_spread":0.18485399931331478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020687920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99620914,0.00015077998,0.0013544869,0.000007411118,0.0000062895906,0.000037388774,0.000591252,0.00009412848,0.0015491933],"genre_scores_gemma":[0.99246854,0.00008309237,0.0014429502,0.0000064834744,0.000005306728,0.000023603063,0.00065990724,0.000023149407,0.005286987],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943787,0.000032399123,0.000022194596,0.00009800105,0.00035005473,0.000059562244],"domain_scores_gemma":[0.9987544,0.00015023607,0.00036053197,0.00008028093,0.0004303506,0.00022413497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037657487,0.0005668466,0.00044176576,0.0012915196,0.00021104718,0.00028079905,0.0003052491,0.00052351836,0.002531812],"category_scores_gemma":[0.0010275039,0.00026425323,0.00027895762,0.000481125,0.0003274332,0.00035996287,0.0003381507,0.0008891679,0.0010527711],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053319713,0.0001269114,0.032998174,0.000047424233,0.000025931626,0.00038143713,0.00043396003,0.000640059,0.95650804,0.00005610132,0.000084138745,0.00816468],"study_design_scores_gemma":[0.0000093335275,0.0018086536,0.65134585,0.000008150775,0.000047768583,0.00032168318,0.0003010079,0.0015765122,0.34343407,0.000045227167,0.0010547586,0.000046923444],"about_ca_topic_score_codex":0.0028438885,"about_ca_topic_score_gemma":0.0051085814,"teacher_disagreement_score":0.0028438885,"about_ca_system_score_codex":0.0002628724,"about_ca_system_score_gemma":0.00015465154,"threshold_uncertainty_score":0.00846982},"labels":[],"label_agreement":null},{"id":"W7036184182","doi":"","title":"Bank of Montreal Can Boosts Holdings in Brookfield Renewable Co. (NYSE:BEPC)","year":2022,"lang":"en","type":"other","venue":"","topic":"Innovative concrete reinforcement 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":"Renewable energy; Government (linguistics); Boom; Key (lock)","score_opus":0.00894679105500574,"score_gpt":0.2166897131375987,"score_spread":0.20774292208259296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7036184182","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":[0.0021296004,0.0006640259,0.00036776057,0.0075966744,0.0015910355,0.00011852333,0.0051791207,0.00079031946,0.98156285],"genre_scores_gemma":[0.0033460627,0.00015400272,0.00012277545,0.0004750963,0.00005054129,0.000013672612,0.00065319607,0.00010627905,0.9950782],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99947613,0.000019175393,0.000006221908,0.000051054078,0.00027069182,0.00017679365],"domain_scores_gemma":[0.999111,0.000039852403,0.000021336562,0.000032513,0.0004159297,0.00037938592],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006620264,0.00071950076,0.00025050683,0.000828005,0.0031770985,0.0033925667,0.00070007937,0.002856632,0.51925474],"category_scores_gemma":[0.0012808436,0.00038656648,0.0003451112,0.0006568672,0.0005773555,0.0015120786,0.0013853606,0.0022538258,0.15903296],"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":[0.00004149419,0.00004296121,0.00045393157,0.000027226208,0.0000020781413,0.000082067345,0.000023557153,0.000070235496,0.0003288359,0.0060664928,0.9743334,0.018527798],"study_design_scores_gemma":[0.000010147412,0.000012537899,0.0014273202,0.000018006946,0.0000013986297,0.000014465247,0.00005730481,0.00008983076,0.00023507833,0.00026760824,0.9978605,0.0000057551124],"about_ca_topic_score_codex":0.43178836,"about_ca_topic_score_gemma":0.7691442,"teacher_disagreement_score":0.51925474,"about_ca_system_score_codex":0.005706032,"about_ca_system_score_gemma":0.01103676,"threshold_uncertainty_score":0.85855013},"labels":[],"label_agreement":null},{"id":"W7037591300","doi":"","title":"Estudio numérico del fallo por cortante en vigas de hormigón reforzado con fibras. Aplicación práctica en elementos prefabricados en el interior de una nave comercial situada en Igualada (Barcelona)","year":2019,"lang":"en","type":"dissertation","venue":"RiuNet (Politechnical University of Valencia)","topic":"Innovative concrete reinforcement 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":"Reinforced concrete; Transverse shear; Shear (geology); Transverse plane; Ultimate tensile strength; Fiber-reinforced concrete; Bending; Constitutive equation","score_opus":0.006374408491955811,"score_gpt":0.2484002756554189,"score_spread":0.24202586716346308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7037591300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9622549,0.0011773088,0.024841052,0.00020705485,0.000091206326,0.000019816987,0.0011563824,0.0013980817,0.008854263],"genre_scores_gemma":[0.99485284,0.00010364966,0.0030196568,0.000012810533,0.000006664792,0.000008797978,0.0003120453,0.00008936582,0.0015941137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998155,0.000026758473,0.000007935993,0.00006418178,0.000050604576,0.000034919834],"domain_scores_gemma":[0.99911636,0.0004163927,0.000113149494,0.00006838449,0.00023170497,0.00005400962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006127791,0.00046249776,0.00046713048,0.0011362837,0.00042746903,0.00068690843,0.00054226816,0.0009034145,0.002491733],"category_scores_gemma":[0.0021057033,0.00037863952,0.00038092732,0.00073867664,0.00038578673,0.00053994905,0.00025617663,0.0003938323,0.000570782],"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":[0.0009266608,0.00021631632,0.15985563,0.00044786278,0.00014448055,0.001190648,0.0008967345,0.7104936,0.06775401,0.0024020355,0.0061790175,0.049493004],"study_design_scores_gemma":[0.000020573587,0.000103341,0.054579586,0.000042542673,0.000040529863,0.00020478347,0.0003654744,0.9315201,0.008746702,0.0007584525,0.0035821057,0.000035729674],"about_ca_topic_score_codex":0.016318934,"about_ca_topic_score_gemma":0.013009912,"teacher_disagreement_score":0.016318934,"about_ca_system_score_codex":0.00056499697,"about_ca_system_score_gemma":0.00023577744,"threshold_uncertainty_score":0.032447934},"labels":[],"label_agreement":null},{"id":"W7043613659","doi":"","title":"Superplasticizers for Concrete: Fundamentals, Technology, and Practice","year":2003,"lang":"en","type":"book","venue":"NPARC","topic":"Innovative concrete reinforcement 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":"Superplasticizer; Decantation; Raw material; Feature (linguistics)","score_opus":0.014673303686822273,"score_gpt":0.2469014426961087,"score_spread":0.23222813900928643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043613659","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":[0.004120832,0.11495223,0.03211249,0.0031434658,0.0076311594,0.00027344876,0.00022288757,0.0009428685,0.83660054],"genre_scores_gemma":[0.0067810873,0.025501613,0.010060987,0.00026459777,0.0008379751,0.00005364496,0.00010354231,0.00018466194,0.9562119],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99921405,0.00004888643,0.000023888093,0.00006988129,0.00062523776,0.000017970598],"domain_scores_gemma":[0.99936444,0.00014685991,0.000035402485,0.00006201833,0.00035256683,0.00003877464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005817375,0.0008615436,0.00047534067,0.0014412818,0.0006762829,0.0016992746,0.0010461006,0.0013245752,0.07970522],"category_scores_gemma":[0.0010693036,0.0005377167,0.00028088584,0.0011318373,0.00081146485,0.0027219793,0.00077665184,0.0017799956,0.045262933],"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":[0.000036406323,0.00010969681,0.000107553125,0.0009447676,0.000006193967,0.00018220113,0.00021745605,0.0010861683,0.011134105,0.053017404,0.28292456,0.6502335],"study_design_scores_gemma":[0.0000023762934,0.000025356434,0.00012635608,0.00010555936,0.0000021271842,0.0002914671,0.000027710963,0.00022711193,0.0027320948,0.004148451,0.9923046,0.0000067942524],"about_ca_topic_score_codex":0.0005687903,"about_ca_topic_score_gemma":0.00244721,"teacher_disagreement_score":0.07970522,"about_ca_system_score_codex":0.0005937967,"about_ca_system_score_gemma":0.0011380294,"threshold_uncertainty_score":0.26664054},"labels":[],"label_agreement":null},{"id":"W7043789854","doi":"","title":"UHPC Decked I-Beam for Accelerated Bridge Construction","year":2023,"lang":"en","type":"article","venue":"Lincoln (University of Nebraska)","topic":"Innovative concrete reinforcement 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":"Precast concrete; Formwork; Bridge (graph theory); Durability; Service life; Superstructure; Box girder","score_opus":0.0380704533981795,"score_gpt":0.22948950300701187,"score_spread":0.19141904960883238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043789854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.726453,0.0031999657,0.19551103,0.00019602073,0.00015920575,0.000611239,0.0010779527,0.0016607784,0.071130835],"genre_scores_gemma":[0.80287206,0.0014388127,0.16703556,0.000064646585,0.000013812284,0.0002076819,0.0010638542,0.00016367063,0.027139913],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996427,0.000036154623,0.000011905146,0.000048279566,0.00023351563,0.000027344868],"domain_scores_gemma":[0.9998221,0.000014356267,0.000033834876,0.00002845804,0.00007886932,0.000022369226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037003297,0.0002956108,0.00017290625,0.00079621794,0.00032795957,0.0002725745,0.00044253093,0.00023813201,0.0042320155],"category_scores_gemma":[0.0002547668,0.00020646991,0.0001871969,0.00054019585,0.00019496941,0.00028759512,0.0004778826,0.000406238,0.0012038075],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016209511,0.000107335196,0.0036370931,0.00033201725,0.0000093213475,0.0002152574,0.00015470436,0.0039141914,0.850285,0.0015274382,0.0018185622,0.137837],"study_design_scores_gemma":[0.00007501151,0.0020416842,0.04848828,0.00016300827,0.00004758065,0.0010902402,0.00025378098,0.011224034,0.8054657,0.00034195854,0.13076438,0.000044311317],"about_ca_topic_score_codex":0.0026448597,"about_ca_topic_score_gemma":0.011564607,"teacher_disagreement_score":0.0042320155,"about_ca_system_score_codex":0.0004898412,"about_ca_system_score_gemma":0.00062620314,"threshold_uncertainty_score":0.014157534},"labels":[],"label_agreement":null},{"id":"W7083298547","doi":"10.1016/j.pubrev.2025.102632","title":"Cultural insights for the READINESS framework: A qualitative study of practitioner and scholar perspectives","year":2025,"lang":"en","type":"article","venue":"Public Relations Review","topic":"Innovative concrete reinforcement 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":"Communications Research Centre Canada","funders":"","keywords":"Mindset; Preparedness; Crisis management; Organizational culture; Work (physics); Crisis communication; Qualitative research","score_opus":0.04555934545854413,"score_gpt":0.3770520625326046,"score_spread":0.3314927170740605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7083298547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9359485,0.0024435413,0.013764997,0.025626954,0.00045316276,0.0010084478,0.00022116203,0.00007233386,0.020460814],"genre_scores_gemma":[0.9853548,0.0016161663,0.0034832389,0.0039855195,0.00005186139,0.00086444063,0.00007297117,0.00008300098,0.004487883],"study_design_codex":"qualitative","study_design_gemma":"qualitative","domain_scores_codex":[0.9653589,0.028406829,0.00065338035,0.0010978437,0.0017552446,0.002727798],"domain_scores_gemma":[0.9624969,0.02863225,0.001544938,0.00079248246,0.0032495838,0.0032838152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.037733097,0.00094773737,0.0012385908,0.0042337477,0.019172702,0.0108774835,0.0035932118,0.004083087,0.003284781],"category_scores_gemma":[0.033077117,0.0010844861,0.0006572423,0.004589616,0.02092048,0.0118219685,0.012416866,0.010230798,0.0005326706],"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":[0.0000076600745,0.000030333478,0.0005819022,0.00008183933,0.0000016823243,0.0005069972,0.9927269,0.000021994956,0.0002139061,0.0033959474,0.00039962024,0.002031202],"study_design_scores_gemma":[0.0000015599197,0.000011590232,0.00012890987,0.000095084826,0.0000010569984,0.00010553334,0.9946188,0.00004876158,0.00005412869,0.00046323123,0.0044658794,0.0000054338907],"about_ca_topic_score_codex":0.0087617645,"about_ca_topic_score_gemma":0.012811277,"teacher_disagreement_score":0.037733097,"about_ca_system_score_codex":0.011440191,"about_ca_system_score_gemma":0.014739391,"threshold_uncertainty_score":0.19955403},"labels":[],"label_agreement":null},{"id":"W7083584645","doi":"10.5281/zenodo.17212382","title":"CANADA 🇨🇦, AUSTRALIA 🇦🇺,UK 🇬🇧 WORK VISAS AVAILABLE CALL OR WHATSAPP MR PETER OBENDE ON ☎(08143870581).","year":2025,"lang":"en","type":"other","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovative concrete reinforcement 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":"Work (physics)","score_opus":0.03452014784604216,"score_gpt":0.23466829954382482,"score_spread":0.20014815169778266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7083584645","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":[0.000395361,0.0002653139,0.0005230801,0.0011775988,0.0005769478,0.000059207938,0.0018985211,0.0011849084,0.99391913],"genre_scores_gemma":[0.00045211817,0.000068819965,0.00009733181,0.00008327788,0.00001076321,0.000005031172,0.0002748046,0.00019720383,0.99881077],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992397,0.000023643064,0.000013927663,0.000115268376,0.0004634934,0.00014395513],"domain_scores_gemma":[0.99822646,0.0000886373,0.000039984134,0.00008704874,0.00085725257,0.0007005581],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0005132547,0.0010345352,0.0005953801,0.0010541652,0.0036700165,0.003550175,0.0010295891,0.0029178094,0.8301664],"category_scores_gemma":[0.0012661839,0.00064157567,0.00044381816,0.0010536435,0.00080546434,0.0014412928,0.0013170518,0.0015888823,0.7286708],"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":[0.000050346443,0.000018602232,0.00010635911,0.00006920907,0.0000015087068,0.00003787811,0.000049663555,0.000067893685,0.0006528842,0.0023277716,0.95722544,0.03939246],"study_design_scores_gemma":[0.0000048918,0.0000096793,0.00022506561,0.000023896735,0.000001206514,0.000021288359,0.00005375387,0.00006958596,0.000248751,0.00020380529,0.9991334,0.000004596534],"about_ca_topic_score_codex":0.16797386,"about_ca_topic_score_gemma":0.40861946,"teacher_disagreement_score":0.1698336,"about_ca_system_score_codex":0.0050941603,"about_ca_system_score_gemma":0.0071752546,"threshold_uncertainty_score":0.3339923},"labels":[],"label_agreement":null},{"id":"W7084577155","doi":"10.1007/978-981-96-4771-2_57","title":"Detonation Attenuation and Quenching in Hydrogen Mixtures After the Interaction with Cylinders","year":2025,"lang":"en","type":"book-chapter","venue":"","topic":"Innovative concrete reinforcement 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":"Okanagan College; University of Ottawa","funders":"","keywords":"Detonation; Shock (circulatory); Deflagration to detonation transition; Quenching (fluorescence); Attenuation; Ignition system; Shock wave; Hydrogen; Reflection (computer programming)","score_opus":0.008148122801107969,"score_gpt":0.2097395518356992,"score_spread":0.20159142903459124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7084577155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76838607,0.028475028,0.044542618,0.00045763596,0.00032919119,0.000108494,0.00020664277,0.00043978076,0.15705447],"genre_scores_gemma":[0.84888905,0.0028209994,0.001874622,0.000058176873,0.000029871131,0.000020942496,0.0001131385,0.00007392386,0.14611927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999205,0.000009097395,0.000001067947,0.000012026646,0.00004109849,0.000016238102],"domain_scores_gemma":[0.99993765,0.00003518818,0.000008204136,0.000004084897,0.00001031762,0.000004476885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013122286,0.00025225765,0.00029572414,0.00016750893,0.00029988153,0.00033344116,0.00034479023,0.0002695647,0.004598565],"category_scores_gemma":[0.00016706501,0.00017242863,0.0001249074,0.00017069104,0.00045960987,0.00043921216,0.00026512842,0.00062215043,0.0004865229],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005865766,0.00013737332,0.00049214676,0.0002684237,0.000011641872,0.00047136506,0.00074986444,0.0069663073,0.89937633,0.02694684,0.0021029534,0.061890107],"study_design_scores_gemma":[0.000015336362,0.00031792428,0.0055422294,0.000028574434,0.000012489521,0.00032530958,0.00020667928,0.0096205,0.95734805,0.004021192,0.022539804,0.000022021286],"about_ca_topic_score_codex":0.0015983551,"about_ca_topic_score_gemma":0.0025099649,"teacher_disagreement_score":0.004598565,"about_ca_system_score_codex":0.00046720353,"about_ca_system_score_gemma":0.00022541182,"threshold_uncertainty_score":0.01538372},"labels":[],"label_agreement":null},{"id":"W7095551937","doi":"","title":"THE COUNCIL OF CANADIAN ACADEMIES","year":2009,"lang":"en","type":"article","venue":"","topic":"Innovative concrete reinforcement 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":"Government (linguistics); Research council; Public policy","score_opus":0.032929548529452436,"score_gpt":0.20086215093815493,"score_spread":0.1679326024087025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7095551937","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":[0.0007046397,0.020260131,0.0014941976,0.06268783,0.0064756814,0.0002696185,0.022828188,0.00042767182,0.88485205],"genre_scores_gemma":[0.013615806,0.023633592,0.005510842,0.012766194,0.00066289376,0.00026745474,0.015880035,0.0003311071,0.927332],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9915821,0.00050782476,0.0004577341,0.00078387075,0.0053817807,0.0012866869],"domain_scores_gemma":[0.97816306,0.0010625774,0.0003942132,0.0011998281,0.015984854,0.0031954343],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0049140695,0.0010510184,0.0010788322,0.003618323,0.005696911,0.0084612025,0.0022151256,0.002926893,0.1498962],"category_scores_gemma":[0.0139614865,0.0007655391,0.0007272228,0.005130537,0.0017701094,0.0018652333,0.002880866,0.0040532597,0.0346967],"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":[0.000019212152,0.000013588732,0.00048381567,0.00026428493,0.000009184115,0.00005710756,0.000120404715,0.00005473273,0.00010979411,0.029877914,0.9230572,0.04593277],"study_design_scores_gemma":[0.0000022002844,0.0000019035683,0.00086471636,0.00011872146,0.0000027670935,0.000011294915,0.000060748414,0.00002002634,0.00002238164,0.0005243885,0.99836606,0.0000047926856],"about_ca_topic_score_codex":0.89056885,"about_ca_topic_score_gemma":0.9265823,"teacher_disagreement_score":0.89056885,"about_ca_system_score_codex":0.029973123,"about_ca_system_score_gemma":0.21819277,"threshold_uncertainty_score":0.5014528},"labels":[],"label_agreement":null},{"id":"W7105813670","doi":"10.1016/j.conbuildmat.2025.144478","title":"Experimental study on interfacial bond performance between normal strength concrete (NSC) and ultra-high-performance concrete (UHPC)","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Ministry of Education and Child Care","funders":"National Natural Science Foundation of China","keywords":"Bond strength; Bond; Ultimate tensile strength; Curing (chemistry); Composite number; Direct shear test","score_opus":0.010538711006570006,"score_gpt":0.2414112708858124,"score_spread":0.2308725598792424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7105813670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998733,0.00010207871,0.0006096195,0.000004828789,0.000010660802,0.000011453777,0.000043484186,0.000010262576,0.00047452477],"genre_scores_gemma":[0.9982419,0.000080819336,0.00056809955,0.0000068041813,0.0000063987063,0.000010234713,0.00006195304,0.0000069727284,0.0010167247],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995061,0.000059312926,0.000028700737,0.00011617272,0.00017956276,0.00011008877],"domain_scores_gemma":[0.99894387,0.00034444447,0.00014638764,0.000112973845,0.00033940288,0.00011301329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064570183,0.0005200992,0.0003220488,0.00037300945,0.00070890994,0.00023102752,0.0005258414,0.0006484517,0.00439311],"category_scores_gemma":[0.0008990364,0.00034597545,0.0004270206,0.0003008506,0.00042357598,0.0005165782,0.000463931,0.00065599196,0.00040201625],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012210988,0.00060973706,0.0033482257,0.000122026766,0.000024657853,0.00017590531,0.00037415847,0.0010362837,0.98954785,0.00020690195,0.00008200642,0.003251021],"study_design_scores_gemma":[0.00004572786,0.004919531,0.012588655,0.000008079016,0.00009221956,0.00013083128,0.00040307574,0.00317539,0.9778853,0.00005107732,0.00068412034,0.000016024564],"about_ca_topic_score_codex":0.0009878606,"about_ca_topic_score_gemma":0.0012485636,"teacher_disagreement_score":0.00439311,"about_ca_system_score_codex":0.00024251384,"about_ca_system_score_gemma":0.0002809793,"threshold_uncertainty_score":0.01469636},"labels":[],"label_agreement":null},{"id":"W7108202024","doi":"10.6000/1929-5995.2025.14.20","title":"Improving Mechanical Properties of Polymer Modified Steel Fiber Reinforced Concrete Made with Concrete Waste by usingPC-600-Super-Plasticizer","year":2025,"lang":"en","type":"article","venue":"Journal of Research Updates in Polymer Science","topic":"Innovative concrete reinforcement 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":"Demolition waste; Demolition; Ultimate tensile strength; Flexural strength; Compressive strength; Superplasticizer; Aggregate (composite); Stiffness; Properties of concrete","score_opus":0.02471680856459201,"score_gpt":0.28726046306053393,"score_spread":0.2625436544959419,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7108202024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979031,0.00031338588,0.0012370774,0.000011309657,0.000005923054,0.0000065799622,0.00004700799,0.000019056684,0.0004565738],"genre_scores_gemma":[0.99698585,0.0002676796,0.001685353,0.000008998356,0.0000022071995,0.0000067959436,0.00007579735,0.0000075382663,0.00095976563],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984515,0.000015290421,0.000011258011,0.000021936674,0.00008380925,0.000022581296],"domain_scores_gemma":[0.99989307,0.000014223647,0.000043581345,0.0000075770226,0.000027460499,0.0000141189075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016832614,0.00042277598,0.00015796784,0.0003041333,0.00010272225,0.00014759648,0.00013847573,0.00024940012,0.00076825666],"category_scores_gemma":[0.00017821233,0.00014465436,0.00025848998,0.00022113514,0.00014338436,0.00025704125,0.00013351839,0.00028166056,0.00018881276],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035005705,0.0000140079255,0.000397365,0.000039447485,0.000004014471,0.000026373344,0.00000985605,0.00034776097,0.9973322,0.000019185789,0.000007229859,0.0017675756],"study_design_scores_gemma":[0.0000020012892,0.00024062788,0.004549296,0.0000040668797,0.000011547802,0.000057977883,0.000015057929,0.0009784935,0.99359137,0.000009120883,0.0005347097,0.0000057053303],"about_ca_topic_score_codex":0.00049868703,"about_ca_topic_score_gemma":0.0018877957,"teacher_disagreement_score":0.00076825666,"about_ca_system_score_codex":0.00013895839,"about_ca_system_score_gemma":0.00014735124,"threshold_uncertainty_score":0.002570033},"labels":[],"label_agreement":null},{"id":"W7115040477","doi":"","title":"Flexural Behavior of Highly Reinforced Ultra-High-Performance Concrete (UHPC) Beams","year":2025,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Innovative concrete reinforcement 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":"McGill University","funders":"American Concrete Institute Foundation","keywords":"Flexural strength; Beam (structure); Bending; Reinforced concrete; Deformation (meteorology)","score_opus":0.011725086874692238,"score_gpt":0.22423637796260665,"score_spread":0.21251129108791442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115040477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99902534,0.0001281474,0.00051635836,0.000003409672,0.0000018591107,0.000005141577,0.000049668168,0.000013603069,0.00025636138],"genre_scores_gemma":[0.99859744,0.00013119304,0.0007275086,0.000007403735,0.0000014056568,0.000008156561,0.00006953676,0.000003681639,0.00045362976],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969923,0.000037724123,0.000020354637,0.00005200982,0.00014143519,0.00004917991],"domain_scores_gemma":[0.99930894,0.00018537264,0.00021499563,0.000052598036,0.00016311968,0.00007493848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041222145,0.00046156844,0.00017658074,0.00053321436,0.00014505147,0.000107859945,0.0003593495,0.00035480756,0.0011946486],"category_scores_gemma":[0.00046498186,0.00021204301,0.0002074538,0.00028704887,0.00029584314,0.00031025446,0.0002567111,0.00031873287,0.00019227882],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021819242,0.00008171182,0.0035434912,0.00004841768,0.0000103331095,0.00007340103,0.00006286921,0.0021761525,0.989954,0.000038501865,0.000024274905,0.0037685211],"study_design_scores_gemma":[0.000011861966,0.0022496558,0.05306676,0.000020037975,0.000025572805,0.0001634341,0.00011382727,0.0076404097,0.9361088,0.00003207836,0.000544612,0.000023015447],"about_ca_topic_score_codex":0.00080079073,"about_ca_topic_score_gemma":0.002128282,"teacher_disagreement_score":0.0011946486,"about_ca_system_score_codex":0.00015344529,"about_ca_system_score_gemma":0.00015077041,"threshold_uncertainty_score":0.003996551},"labels":[],"label_agreement":null},{"id":"W7116954064","doi":"10.71031/qhsi.2025.v1.i4.003","title":"ГИДРОТЕХНИКАЛЫҚ БЕТОНДАРДЫҢ СУ ӨТКІЗБЕУ ҚАСИЕТІН ЖӘНЕ АЯЗҒА ТӨЗІМДІЛІГІН АРТТЫРУ ӘДІСТЕРІ","year":2025,"lang":"ru","type":"article","venue":"Вестник КаздорНИИ","topic":"Innovative concrete reinforcement 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); Identification (biology); Process (computing)","score_opus":0.006904465604360772,"score_gpt":0.24116419147453377,"score_spread":0.234259725870173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116954064","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":[0.044324204,0.006653071,0.028119784,0.017492427,0.0010838521,0.00023422492,0.0010010777,0.00036735632,0.90072393],"genre_scores_gemma":[0.71577966,0.008514153,0.029173072,0.0029742983,0.0007053914,0.00043928678,0.0010671366,0.00043289634,0.24091403],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9956007,0.001073603,0.00025999508,0.000835429,0.0016861113,0.00054410554],"domain_scores_gemma":[0.995773,0.0011500444,0.00043729515,0.00043180623,0.0016814906,0.0005263314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028397944,0.00075114926,0.00046038243,0.0023624685,0.0042884136,0.01162181,0.0011557664,0.0020885656,0.035733815],"category_scores_gemma":[0.007151187,0.0005826359,0.0007618092,0.0024558054,0.006623175,0.0074316678,0.003381766,0.0030774756,0.011047435],"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":[0.00016939957,0.00010229375,0.007568591,0.0005837771,0.00006179646,0.000784159,0.012230409,0.0011725617,0.0023647868,0.8122381,0.03582424,0.12689987],"study_design_scores_gemma":[0.00003790537,0.00009393344,0.0144094825,0.0005879929,0.00007370987,0.00087762624,0.01585735,0.0014722066,0.0037792001,0.21455313,0.74813545,0.00012213305],"about_ca_topic_score_codex":0.012571943,"about_ca_topic_score_gemma":0.011358683,"teacher_disagreement_score":0.035733815,"about_ca_system_score_codex":0.006752258,"about_ca_system_score_gemma":0.008502197,"threshold_uncertainty_score":0.119541526},"labels":[],"label_agreement":null},{"id":"W7117240125","doi":"10.1515/rams-2025-0185","title":"Experimental and RSM-based optimization of sustainable concrete properties using glass powder and rubber fine aggregates as partial replacements","year":2025,"lang":"en","type":"article","venue":"REVIEWS ON ADVANCED MATERIALS SCIENCE","topic":"Innovative concrete reinforcement 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 Waterloo","funders":"Prince Sattam bin Abdulaziz University","keywords":"Ultimate tensile strength; Pozzolan; Compressive strength; Cement; Stiffness; Natural rubber; Young's modulus; Slump; Composite number","score_opus":0.018209082561912185,"score_gpt":0.28455000307435585,"score_spread":0.2663409205124437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117240125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948059,0.00020335434,0.0041151876,0.000011329384,0.000007467036,0.00006916323,0.00010260319,0.00003369114,0.00065133115],"genre_scores_gemma":[0.98947716,0.0001247622,0.009855926,0.000006025312,0.0000017342771,0.00008647269,0.00006765779,0.000010019147,0.00037028574],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993185,0.00015224915,0.000076013544,0.00012578374,0.00025312585,0.00007436338],"domain_scores_gemma":[0.99957305,0.00013140791,0.00012628484,0.00004203808,0.00009392321,0.000033281885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001347617,0.00068056857,0.0006486687,0.00058129744,0.00020965208,0.00046776884,0.0004511315,0.00047688483,0.00093758793],"category_scores_gemma":[0.00076935487,0.00024153083,0.00085036195,0.0005484889,0.00031861803,0.00022695807,0.00037460917,0.000378986,0.00019695972],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008937166,0.00084128417,0.0022683123,0.0003001501,0.00005306621,0.00005338885,0.000042586093,0.057974003,0.92660326,0.00017700432,0.00004587241,0.010747369],"study_design_scores_gemma":[0.000051257586,0.0052724215,0.0058902395,0.000012178529,0.00008111353,0.000026125788,0.00005650145,0.06352145,0.92422104,0.00007404775,0.00076574576,0.000027926531],"about_ca_topic_score_codex":0.0011122847,"about_ca_topic_score_gemma":0.002035467,"teacher_disagreement_score":0.001347617,"about_ca_system_score_codex":0.0005126729,"about_ca_system_score_gemma":0.0004030575,"threshold_uncertainty_score":0.007126987},"labels":[],"label_agreement":null},{"id":"W7117487529","doi":"10.1061/jsdccc.sceng-1951","title":"Low-Cement Engineered Cementitious Composites: Application in Bridge Link Slabs","year":2025,"lang":"en","type":"article","venue":"Journal of structural design and construction practice.","topic":"Innovative concrete reinforcement 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 Windsor","funders":"","keywords":"Durability; Portland cement; Cementitious; Link (geometry); Expansion joint; Ground granulated blast-furnace slag; Cement; Bridge (graph theory)","score_opus":0.008613106172697923,"score_gpt":0.24671406652601421,"score_spread":0.2381009603533163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117487529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99149257,0.0028889896,0.0041140346,0.0000394332,0.000016955415,0.00001899949,0.000056479093,0.000062984516,0.0013096022],"genre_scores_gemma":[0.99326867,0.0011999056,0.004551066,0.000014973502,0.0000032957923,0.0000078271505,0.000036202942,0.0000074437753,0.00091056345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999331,0.0000070746287,0.0000028643406,0.000010806095,0.00003562101,0.0000105374065],"domain_scores_gemma":[0.99994266,0.0000059664976,0.000018527406,0.0000033550318,0.000016172871,0.000013336291],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011818971,0.00027008465,0.00014071929,0.00038142223,0.00013039961,0.00017250492,0.00015817599,0.00026746292,0.0005364924],"category_scores_gemma":[0.00010997395,0.00010541288,0.00017837723,0.00020957516,0.00014687555,0.0001582677,0.00017270357,0.0002747432,0.00011401025],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003509909,0.00005065966,0.00029594632,0.00014210942,0.0000053406497,0.00007717482,0.00003259695,0.00080789824,0.9920385,0.00010425633,0.00003518891,0.006375232],"study_design_scores_gemma":[0.000008772392,0.000722207,0.0041936683,0.00001832307,0.000028210537,0.00015971677,0.000044188273,0.0021576495,0.9892313,0.000042899912,0.0033828719,0.000010310708],"about_ca_topic_score_codex":0.0009559987,"about_ca_topic_score_gemma":0.004004863,"teacher_disagreement_score":0.0009559987,"about_ca_system_score_codex":0.00017843439,"about_ca_system_score_gemma":0.00019263299,"threshold_uncertainty_score":0.0019008517},"labels":[],"label_agreement":null},{"id":"W7117722707","doi":"10.1016/j.conbuildmat.2025.145054","title":"Experimental and analytical investigation on the flexural behavior of a novel steel-NC-UHPC composite bridge deck system under negative bending","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement 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":"Ministry of Education and Child Care","funders":"National Natural Science Foundation of China","keywords":"Deck; Cracking; Flexural strength; Composite number; Bridge deck; Bending; Bending moment; Three point flexural test","score_opus":0.03578081620213711,"score_gpt":0.27411893879468857,"score_spread":0.23833812259255147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117722707","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99687445,0.00004273937,0.0017788296,0.000012759405,0.000006847369,0.000010479038,0.00008795623,0.000032478107,0.0011534112],"genre_scores_gemma":[0.99799526,0.000022608474,0.0009060469,0.0000044647636,0.0000023148448,0.0000065232607,0.000041706146,0.0000046940672,0.0010164693],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997402,0.000024338158,0.000007999442,0.000064685606,0.00012105244,0.000041765918],"domain_scores_gemma":[0.9996439,0.00007502252,0.000044856646,0.00005518188,0.00014946071,0.00003166998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027831658,0.00027673115,0.0002341356,0.0002658095,0.00046215465,0.00015392802,0.0004918231,0.0004675466,0.00317143],"category_scores_gemma":[0.00035340086,0.00018430577,0.00015537819,0.00025991345,0.0005008846,0.0003082881,0.00020671968,0.00024014643,0.00041311246],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020974084,0.000056989524,0.00077342935,0.000052441814,0.0000030527733,0.00007048632,0.0001165457,0.0010154624,0.9952839,0.00010629402,0.0000776975,0.0022338512],"study_design_scores_gemma":[0.00002124774,0.0011858308,0.01771896,0.000006579469,0.000017457725,0.00018972812,0.00024802837,0.012395772,0.9668424,0.000062244144,0.0012885011,0.000023357476],"about_ca_topic_score_codex":0.0007436264,"about_ca_topic_score_gemma":0.0014662693,"teacher_disagreement_score":0.00317143,"about_ca_system_score_codex":0.00020120628,"about_ca_system_score_gemma":0.00019546454,"threshold_uncertainty_score":0.010609508},"labels":[],"label_agreement":null},{"id":"W7118498609","doi":"10.24294/jpse11906","title":"Comprehensive case study and review of polymer–Cement waterproof coatings: Application of Dunlop K205 in chinese residential infrastructure","year":2025,"lang":"","type":"article","venue":"Journal of Polymer Science and Engineering","topic":"Innovative concrete reinforcement 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":"Coating; Cementitious; Cement; Context (archaeology); Polymer; Aggregate (composite)","score_opus":0.00534502787997655,"score_gpt":0.26606134685015126,"score_spread":0.2607163189701747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7118498609","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":[0.7477325,0.19470137,0.01083542,0.0012685033,0.00028637965,0.0003811055,0.000506913,0.000110483874,0.04417718],"genre_scores_gemma":[0.8367836,0.1419962,0.007048702,0.00030916923,0.00011282241,0.00007702725,0.00022842454,0.000036931582,0.013407081],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99953794,0.00008306714,0.00006329819,0.00006295336,0.0001818495,0.00007090745],"domain_scores_gemma":[0.9996959,0.0001208586,0.00006999957,0.000021197136,0.00006659625,0.000025505577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000430616,0.000538695,0.00034081851,0.0014987884,0.0007401409,0.0006549103,0.0008937896,0.000981407,0.0017594914],"category_scores_gemma":[0.00060508784,0.00022087323,0.00047854715,0.0025152124,0.00053437566,0.000540651,0.00050002884,0.00023914724,0.00031235366],"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":[0.00028756334,0.00038718354,0.045033522,0.027258605,0.00025716925,0.121353656,0.017368115,0.018946746,0.05529606,0.010798331,0.021703206,0.68130994],"study_design_scores_gemma":[0.000017875544,0.0011406027,0.115370885,0.0043146443,0.0005503155,0.087589644,0.01944021,0.009330945,0.044098884,0.002048398,0.7158434,0.00025419466],"about_ca_topic_score_codex":0.015800733,"about_ca_topic_score_gemma":0.029309144,"teacher_disagreement_score":0.015800733,"about_ca_system_score_codex":0.0011703003,"about_ca_system_score_gemma":0.0012674708,"threshold_uncertainty_score":0.03141755},"labels":[],"label_agreement":null},{"id":"W7125207204","doi":"10.18280/rcma.350601","title":"The Impact of Incorporating Shell Aggregates and Coconut Fibres on the Physical, Thermal and Mechanical Properties of Cement Mortars","year":2025,"lang":"","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Innovative concrete reinforcement 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":"Shell (structure); Thermal; Mortar; Cement; Thermal conductivity","score_opus":0.045135342821176115,"score_gpt":0.280888145861028,"score_spread":0.23575280303985188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125207204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994155,0.00025055473,0.00007992379,0.0000038395883,0.0000026963069,0.0000032275275,0.00002778793,0.0000026156763,0.00021386454],"genre_scores_gemma":[0.99897575,0.00023748701,0.00039514428,0.0000070494707,0.0000015288981,0.0000034422328,0.000041802137,0.0000034534585,0.00033445584],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998123,0.00003790276,0.000018504472,0.000031645002,0.00006140426,0.000038328522],"domain_scores_gemma":[0.9997774,0.000048043265,0.0000832798,0.000012441425,0.00004114754,0.000037723297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019219799,0.00034421435,0.00019239014,0.00020972987,0.00012705951,0.00030441617,0.00015901633,0.00021984582,0.0005204357],"category_scores_gemma":[0.00033765414,0.0001295573,0.0002213115,0.00016563051,0.0001851597,0.00021687405,0.0001630682,0.0002705181,0.00011193142],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028667084,0.00005110687,0.0011709144,0.00008543817,0.00001669812,0.00006985347,0.000024542867,0.0003305306,0.99583566,0.000019827032,0.00000947243,0.0020992227],"study_design_scores_gemma":[0.0000051277693,0.0014211771,0.01521359,0.000015110124,0.000047208356,0.000091651076,0.00006522443,0.00061846664,0.98193836,0.0000083418345,0.0005666286,0.000009098412],"about_ca_topic_score_codex":0.001420951,"about_ca_topic_score_gemma":0.0039268592,"teacher_disagreement_score":0.001420951,"about_ca_system_score_codex":0.00017595282,"about_ca_system_score_gemma":0.00015130457,"threshold_uncertainty_score":0.0028253794},"labels":[],"label_agreement":null},{"id":"W7125371997","doi":"10.5281/zenodo.18335116","title":"Experimental Investigations on Plastic Reinforced Concrete","year":2023,"lang":"","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovative concrete reinforcement 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":"St. Thomas Hospital","funders":"","keywords":"Dispose pattern; Compressive strength; Ultimate tensile strength; Durability; Cement; Plastic waste; Reuse","score_opus":0.04887959096020294,"score_gpt":0.25655550088722395,"score_spread":0.207675909927021,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125371997","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98994267,0.00043919717,0.003189291,0.000043580756,0.000055015425,0.00013430708,0.0008646211,0.000089225556,0.005242125],"genre_scores_gemma":[0.98873144,0.00060238043,0.0049198577,0.000024279214,0.000012794784,0.000106032494,0.00039579492,0.000025252722,0.005182064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991185,0.00006548292,0.000057047393,0.00016161324,0.00044559693,0.00015176123],"domain_scores_gemma":[0.9988411,0.00021744218,0.00017085945,0.0001785735,0.00046576018,0.00012621608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093299104,0.0008846742,0.00055287004,0.00083964434,0.0007671608,0.00029985237,0.00058912596,0.00096048653,0.004415059],"category_scores_gemma":[0.00074447086,0.0002780498,0.0005388611,0.00081704016,0.000622963,0.0004825665,0.0005438132,0.0010270939,0.0006500695],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00065142947,0.0017443674,0.0034351451,0.0006166022,0.000034759683,0.0006933065,0.0005545269,0.014366247,0.968151,0.0009272128,0.00041133518,0.008414092],"study_design_scores_gemma":[0.000084648505,0.009593927,0.017376194,0.00010165554,0.00011318875,0.00034394956,0.00089365937,0.010208087,0.9516899,0.00080228137,0.00872565,0.00006687804],"about_ca_topic_score_codex":0.0015209232,"about_ca_topic_score_gemma":0.0028906008,"teacher_disagreement_score":0.004415059,"about_ca_system_score_codex":0.00030540538,"about_ca_system_score_gemma":0.00042995787,"threshold_uncertainty_score":0.014769852},"labels":[],"label_agreement":null},{"id":"W7125389057","doi":"10.5281/zenodo.18335115","title":"Experimental Investigations on Plastic Reinforced Concrete","year":2023,"lang":"","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Innovative concrete reinforcement 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":"St. Thomas Hospital","funders":"","keywords":"Dispose pattern; Compressive strength; Ultimate tensile strength; Durability; Cement; Plastic waste; Reuse","score_opus":0.04887959096020294,"score_gpt":0.25655550088722395,"score_spread":0.207675909927021,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125389057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98994267,0.00043919717,0.003189291,0.000043580756,0.000055015425,0.00013430708,0.0008646211,0.000089225556,0.005242125],"genre_scores_gemma":[0.98873144,0.00060238043,0.0049198577,0.000024279214,0.000012794784,0.000106032494,0.00039579492,0.000025252722,0.005182064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991185,0.00006548292,0.000057047393,0.00016161324,0.00044559693,0.00015176123],"domain_scores_gemma":[0.9988411,0.00021744218,0.00017085945,0.0001785735,0.00046576018,0.00012621608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093299104,0.0008846742,0.00055287004,0.00083964434,0.0007671608,0.00029985237,0.00058912596,0.00096048653,0.004415059],"category_scores_gemma":[0.00074447086,0.0002780498,0.0005388611,0.00081704016,0.000622963,0.0004825665,0.0005438132,0.0010270939,0.0006500695],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00065142947,0.0017443674,0.0034351451,0.0006166022,0.000034759683,0.0006933065,0.0005545269,0.014366247,0.968151,0.0009272128,0.00041133518,0.008414092],"study_design_scores_gemma":[0.000084648505,0.009593927,0.017376194,0.00010165554,0.00011318875,0.00034394956,0.00089365937,0.010208087,0.9516899,0.00080228137,0.00872565,0.00006687804],"about_ca_topic_score_codex":0.0015209232,"about_ca_topic_score_gemma":0.0028906008,"teacher_disagreement_score":0.004415059,"about_ca_system_score_codex":0.00030540538,"about_ca_system_score_gemma":0.00042995787,"threshold_uncertainty_score":0.014769852},"labels":[],"label_agreement":null},{"id":"W7125911085","doi":"10.26634/jce.15.3.22069","title":"A comparison study between normal concrete and self-compacting concrete with copper slag and steel fibres","year":2025,"lang":"en","type":"article","venue":"i-manager’s Journal on Civil Engineering","topic":"Innovative concrete reinforcement 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":"Ultimate tensile strength; Flexural strength; Compressive strength; Copper slag; Slump; Slag (welding)","score_opus":0.011818680541253344,"score_gpt":0.2496227063215831,"score_spread":0.23780402578032975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125911085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987978,0.0002515082,0.00035359425,0.0000025531615,0.0000031558652,0.0000069575826,0.000024820058,0.00000952728,0.0005500779],"genre_scores_gemma":[0.99858093,0.00012591106,0.00068460894,0.0000019021703,0.0000017218634,0.0000028888414,0.000054995187,0.0000039207503,0.00054315245],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99945384,0.00008524682,0.000042933196,0.00006692944,0.00029152617,0.000059563423],"domain_scores_gemma":[0.99943894,0.00008963311,0.00011958031,0.000043675613,0.00022685324,0.000081308826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004796162,0.00037028067,0.00028006887,0.00080276985,0.00016679584,0.00018230872,0.00023546875,0.00025588562,0.000722999],"category_scores_gemma":[0.000482087,0.00013178324,0.000272802,0.00040414924,0.00023868663,0.000377172,0.00020117578,0.00011654311,0.00018901522],"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":[0.0010763172,0.00035638275,0.02019771,0.00036933803,0.000069763606,0.0003256234,0.00018143271,0.005881423,0.9455316,0.00015819487,0.00008793592,0.025764233],"study_design_scores_gemma":[0.000037917158,0.010931223,0.1506313,0.000038272097,0.00021548627,0.00062503474,0.000417731,0.009972998,0.82387954,0.00008629827,0.0031166836,0.000047513073],"about_ca_topic_score_codex":0.0023053444,"about_ca_topic_score_gemma":0.0067784586,"teacher_disagreement_score":0.0023053444,"about_ca_system_score_codex":0.00027759685,"about_ca_system_score_gemma":0.00026729747,"threshold_uncertainty_score":0.0045838356},"labels":[],"label_agreement":null},{"id":"W7132893331","doi":"","title":"Investigating the shear characteristics of high performance fiber reinforced concrete","year":2003,"lang":"","type":"dissertation","venue":"TSpace","topic":"Innovative concrete reinforcement 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":"Reinforcement; Reinforced concrete; Shear (geology); Ductility (Earth science); Fiber-reinforced concrete; Shear strength (soil); Joint (building)","score_opus":0.01642857515748194,"score_gpt":0.2639670278888643,"score_spread":0.24753845273138234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132893331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945563,0.000011735087,0.00029826877,0.000001839274,7.4615195e-7,0.0000024422816,0.000056958983,0.0000069566895,0.00016545299],"genre_scores_gemma":[0.9993436,0.000015298312,0.00016162728,0.0000011289494,5.6853014e-7,0.0000013774193,0.00010656658,0.0000024433123,0.00036734153],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981374,0.000012809174,0.000007825993,0.000038660335,0.00009011998,0.000036904516],"domain_scores_gemma":[0.99959093,0.000084281775,0.00007674748,0.000038852435,0.00017268086,0.00003652348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028805912,0.000451401,0.00020163262,0.00043404632,0.0002718595,0.00027421795,0.0002327556,0.00031020804,0.0012525461],"category_scores_gemma":[0.0004294305,0.00021812244,0.00019359526,0.00027651913,0.00032301617,0.00025195625,0.00015900542,0.00019329185,0.0002549245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002567249,0.000050157483,0.053798582,0.00005754155,0.000026037844,0.00021461687,0.00044639313,0.0061881496,0.934096,0.000062823565,0.000059449532,0.004743553],"study_design_scores_gemma":[0.000015771186,0.0010893665,0.43468618,0.0000080711125,0.000054020667,0.0002658932,0.00045097107,0.011568951,0.5511042,0.000040273982,0.00069274765,0.000023527029],"about_ca_topic_score_codex":0.012713038,"about_ca_topic_score_gemma":0.031803362,"teacher_disagreement_score":0.012713038,"about_ca_system_score_codex":0.0003628539,"about_ca_system_score_gemma":0.0002586986,"threshold_uncertainty_score":0.025278091},"labels":[],"label_agreement":null},{"id":"W7132896377","doi":"","title":"The Effect of Orientation and Distribution on the Material and Structural Behaviour of Ultra-High-Performance Fibre-Reinforced Concrete","year":2023,"lang":"","type":"dissertation","venue":"TSpace","topic":"Innovative concrete reinforcement 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":true,"ca_institutions":"Hudbay Minerals (Canada)","funders":"Government of Ontario","keywords":"Slab; Precast concrete; Serviceability (structure); Ultimate tensile strength; Flexural strength; Deck; Strength of materials; Bridge deck; Prestressed concrete","score_opus":0.006734581148987334,"score_gpt":0.26306225759871094,"score_spread":0.2563276764497236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132896377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99895906,0.000051527193,0.00042844185,0.0000025654685,0.0000010209324,0.0000019251909,0.0000138409005,0.000007686398,0.00053390925],"genre_scores_gemma":[0.9994148,0.00003574431,0.00022112903,0.0000022370148,3.8562294e-7,7.498709e-7,0.000021801914,0.0000040067957,0.00029914762],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981385,0.00002766967,0.0000075598223,0.000030404899,0.000081499595,0.00003901282],"domain_scores_gemma":[0.9995851,0.00011286323,0.0001250399,0.000028658858,0.00010019776,0.000048183134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017662282,0.0001540772,0.00010813037,0.00017265913,0.00019081935,0.00022371372,0.00014222706,0.00016247484,0.00090550137],"category_scores_gemma":[0.0004871668,0.00015091755,0.00008350185,0.00016142754,0.00028958547,0.00017430435,0.000115232746,0.00014648143,0.00024286835],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025815517,0.000053194177,0.021216637,0.000029063705,0.000009466754,0.00013548665,0.00009917606,0.0049087736,0.96643084,0.000054863747,0.00003588495,0.006768566],"study_design_scores_gemma":[0.000009961896,0.0010633148,0.31374896,0.000009498638,0.000044144243,0.0002813051,0.00030796995,0.0066918423,0.67710865,0.000029390983,0.0006871489,0.000017891049],"about_ca_topic_score_codex":0.0058987197,"about_ca_topic_score_gemma":0.01770698,"teacher_disagreement_score":0.0058987197,"about_ca_system_score_codex":0.0003008919,"about_ca_system_score_gemma":0.00024056694,"threshold_uncertainty_score":0.011728764},"labels":[],"label_agreement":null},{"id":"W857285179","doi":"10.1016/j.conbuildmat.2015.04.040","title":"Effect of shrinkage-reducing admixture on biaxial flexural behavior of ultra-high-performance fiber-reinforced concrete","year":2015,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":49,"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; Shrinkage; Composite material; Deflection (physics); Fiber-reinforced concrete; Cracking; Toughness; Flexural strength; Cement; Reinforcement; Strain hardening exponent; Structural engineering; Fiber","score_opus":0.010492135896710605,"score_gpt":0.23931497680533434,"score_spread":0.22882284090862373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W857285179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99899703,0.00024695575,0.0002910996,0.000010433808,0.0000097340635,0.0000039647275,0.00002292162,0.000014519933,0.00040319745],"genre_scores_gemma":[0.99907994,0.00017200236,0.00039564315,0.000014904064,0.000006015639,0.0000041123762,0.00002952629,0.0000095967325,0.0002882693],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998202,0.000026181397,0.000022162849,0.00004718637,0.00004042879,0.000043898097],"domain_scores_gemma":[0.999532,0.00011865817,0.00015074857,0.000042852407,0.00007572513,0.000080005026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031297933,0.0004241768,0.00024106355,0.00022630465,0.00019211645,0.00020395116,0.0003502711,0.00022213726,0.0016083791],"category_scores_gemma":[0.0006415922,0.00023607479,0.00019596839,0.00026080536,0.0002907623,0.00041850974,0.00022365658,0.0004424017,0.00019367538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010158123,0.0001439858,0.00089285243,0.00009954229,0.000021104308,0.00008617906,0.00009241502,0.0012220185,0.9923995,0.00009454381,0.000038557133,0.0038934734],"study_design_scores_gemma":[0.000017261344,0.00046547243,0.0022463957,0.0000041810235,0.00002809164,0.000024035133,0.00003055242,0.0012977172,0.9956228,0.00000784693,0.00024698005,0.000008701064],"about_ca_topic_score_codex":0.000832741,"about_ca_topic_score_gemma":0.0014371941,"teacher_disagreement_score":0.0016083791,"about_ca_system_score_codex":0.00016279801,"about_ca_system_score_gemma":0.00025073983,"threshold_uncertainty_score":0.0053805113},"labels":[],"label_agreement":null}]}