{"meta":{"query_hash":"41806b85f74f","filters":{"venue":"Cement and Concrete Composites"},"cohort_total":172,"direct_labels_cover":0,"predictions_cover":172,"exported":172,"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/41806b85f74f","api":"https://metacan.xera.ac/api/v1/cohort?venue=Cement+and+Concrete+Composites"},"results":[{"id":"W1022957648","doi":"10.1016/j.cemconcomp.2015.07.004","title":"Early carbonation curing of concrete masonry units with Portland limestone cement","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":188,"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":"Carbonation; Portland cement; Curing (chemistry); Materials science; Cement; Composite material; Carbonatation; Microstructure; Compressive strength; Calcite; Masonry; Mineralogy; Geology; Archaeology","score_opus":0.02565365470689757,"score_gpt":0.22355851176448002,"score_spread":0.19790485705758246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1022957648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979663,0.000108004795,0.00026101555,0.000006374517,0.0000065836307,0.000008462414,0.000023930088,0.000018150324,0.0016012641],"genre_scores_gemma":[0.9976756,0.000039529466,0.00022857585,0.0000051858196,0.0000020816972,0.0000023928671,0.000027464686,0.000009408566,0.0020097676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998405,0.000020652005,0.0000072930143,0.000021321677,0.000060344308,0.00004990653],"domain_scores_gemma":[0.9996182,0.0001383247,0.00006723231,0.000030797255,0.00008156871,0.00006383641],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028077041,0.0003539886,0.0002154281,0.00033872586,0.00037138013,0.00019786095,0.00021992715,0.00026889733,0.0038689333],"category_scores_gemma":[0.0004592781,0.00017482635,0.00022299032,0.00020801554,0.0004094804,0.00029374647,0.00021308292,0.0004978853,0.00025633664],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080475514,0.00009098347,0.00123561,0.000055995268,0.0000062004137,0.00014454577,0.00018713373,0.00089074747,0.9927763,0.00017604385,0.00005977059,0.0035719632],"study_design_scores_gemma":[0.000009319238,0.0005714762,0.01728113,0.0000060729294,0.000011076458,0.00005661967,0.00007329436,0.0010001909,0.98027843,0.000031920175,0.00067040225,0.000010091752],"about_ca_topic_score_codex":0.00452002,"about_ca_topic_score_gemma":0.013152942,"teacher_disagreement_score":0.00452002,"about_ca_system_score_codex":0.0003830067,"about_ca_system_score_gemma":0.00043465602,"threshold_uncertainty_score":0.01294291},"labels":[],"label_agreement":null},{"id":"W1963817085","doi":"10.1016/j.cemconcomp.2004.12.001","title":"A discussion of the paper “Application of degree of hydration concept and maturity method for thermo-visco-elastic behaviour of early age concrete” by Geert De Schutter","year":2004,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Shrinkage; Cementitious; Materials science; Curing (chemistry); Composite material; Maturity (psychological); Cement","score_opus":0.011354462728381035,"score_gpt":0.23107534246201364,"score_spread":0.2197208797336326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963817085","genre_codex":"methods","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009560658,0.11331953,0.6084962,0.083395205,0.11000695,0.00028269563,0.000724134,0.00088878407,0.07332583],"genre_scores_gemma":[0.21278295,0.09218995,0.21417916,0.06855484,0.070176214,0.00056081446,0.00082142337,0.0015122327,0.33922246],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99872905,0.00045003297,0.000075253396,0.00018951207,0.00048403587,0.000072119],"domain_scores_gemma":[0.9990189,0.00059078017,0.000077782584,0.000051058665,0.00022237879,0.00003908074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024947298,0.0008377235,0.0007424152,0.0011377383,0.00078069436,0.0013348559,0.0022047951,0.0025105688,0.0052409917],"category_scores_gemma":[0.0030210917,0.00037503848,0.0012495635,0.0010927058,0.0024066097,0.0024480668,0.0008484214,0.0037939763,0.0021522965],"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":[0.00006438753,0.00009769257,0.0008352236,0.0014612767,0.00008400633,0.00093103276,0.0009747573,0.004948728,0.013192259,0.7469749,0.16546564,0.0649701],"study_design_scores_gemma":[0.000011480891,0.0001245699,0.0021858914,0.00021852399,0.000033087912,0.0005814222,0.00016068049,0.00760767,0.00865452,0.20261635,0.77770746,0.000098329794],"about_ca_topic_score_codex":0.0030834677,"about_ca_topic_score_gemma":0.00416224,"teacher_disagreement_score":0.0052409917,"about_ca_system_score_codex":0.0010902663,"about_ca_system_score_gemma":0.000712186,"threshold_uncertainty_score":0.017532885},"labels":[],"label_agreement":null},{"id":"W1966236790","doi":"10.1016/j.cemconcomp.2008.10.003","title":"The effect of concrete pore solution composition on the quality of passive oxide films on black steel reinforcement","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":292,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Materials science; Oxide; Dielectric spectroscopy; Polarization (electrochemistry); Portland cement; Hydroxide; Composite material; Chemical engineering; Sulfate; Calcium hydroxide; Electrochemistry; Inorganic chemistry; Cement; Metallurgy; Electrode; Chemistry","score_opus":0.018673159505761112,"score_gpt":0.2363703919053457,"score_spread":0.21769723239958458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966236790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998863,0.00023460868,0.0004294206,0.0000118915605,0.0000068757927,0.000004921026,0.000028052818,0.000012286051,0.00040895081],"genre_scores_gemma":[0.99867874,0.00016842426,0.00038227916,0.00001216252,0.000004194873,0.0000026485661,0.000042149455,0.00001634788,0.00069310097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982244,0.000029895598,0.000013098114,0.000035261182,0.000051530526,0.000047866062],"domain_scores_gemma":[0.99948776,0.00021676053,0.000112320224,0.000025167152,0.00009566928,0.000062222796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002954004,0.00026088918,0.00022404095,0.00013360384,0.00016461073,0.00038545992,0.00019029535,0.00027857916,0.0015945308],"category_scores_gemma":[0.0007143653,0.00027951295,0.00017068698,0.000112227244,0.00029034403,0.00043393913,0.00016392126,0.0004333563,0.00019669361],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002996565,0.000019278346,0.00020486819,0.000025378906,0.000005492715,0.00002496803,0.000028220426,0.00013379133,0.9984919,0.00003071861,0.000012381495,0.0007234537],"study_design_scores_gemma":[0.0000072635653,0.0001658073,0.0011743206,0.0000016205815,0.00001036959,0.000019075014,0.000015091161,0.0003807138,0.9980831,0.000008745822,0.0001307844,0.000003135518],"about_ca_topic_score_codex":0.0013871058,"about_ca_topic_score_gemma":0.002437681,"teacher_disagreement_score":0.0015945308,"about_ca_system_score_codex":0.00022536585,"about_ca_system_score_gemma":0.00020898807,"threshold_uncertainty_score":0.005334258},"labels":[],"label_agreement":null},{"id":"W1966379076","doi":"10.1016/s0958-9465(01)00068-3","title":"Lessons from the Sampoong department store collapse","year":2002,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Cultural and Historical Studies","field":"Arts and Humanities","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 Ottawa","funders":"","keywords":"Punching; Forensic engineering; Engineering; Progressive collapse; Reinforced concrete; Geotechnical engineering; Structural engineering; Mechanical engineering","score_opus":0.08027672844094876,"score_gpt":0.22092307169817774,"score_spread":0.14064634325722897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966379076","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6601977,0.0049456605,0.00050353835,0.1407542,0.0010340047,0.000035668894,0.00017331018,0.000030170233,0.19232583],"genre_scores_gemma":[0.9420089,0.004012152,0.00024257808,0.008099385,0.00017289087,0.000015643916,0.000052697967,0.00005575535,0.045340087],"study_design_codex":"qualitative","study_design_gemma":"case_report","domain_scores_codex":[0.9988286,0.00042357054,0.000021120979,0.000096811054,0.0001669674,0.0004630154],"domain_scores_gemma":[0.998323,0.00062226056,0.00011070003,0.00008319412,0.00034775803,0.0005130383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020378258,0.00043530512,0.00030405592,0.0011875406,0.021647532,0.005850474,0.0020116062,0.0045583784,0.013293451],"category_scores_gemma":[0.0040492793,0.00043501373,0.00028188838,0.0016810442,0.011308192,0.004850894,0.0049228864,0.006811931,0.0008766706],"study_design_candidate":"case_report","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012246566,0.00034810184,0.009004319,0.00016977705,0.000021951126,0.0053760884,0.78892183,0.0002646689,0.0007021919,0.064766936,0.08262392,0.047677793],"study_design_scores_gemma":[0.0000066223265,0.00003668474,0.0056091966,0.00023108738,0.000007868739,0.00032682475,0.81733716,0.000054658798,0.00024214633,0.004549959,0.1715801,0.000017724564],"about_ca_topic_score_codex":0.22122373,"about_ca_topic_score_gemma":0.62028044,"teacher_disagreement_score":0.22122373,"about_ca_system_score_codex":0.009352541,"about_ca_system_score_gemma":0.010313731,"threshold_uncertainty_score":0.4398721},"labels":[],"label_agreement":null},{"id":"W1966615342","doi":"10.1016/j.cemconcomp.2007.05.013","title":"Pumice based blended cement concretes exposed to marine environment: Effects of mix composition and curing conditions","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Pumice; Cement; Precast concrete; Curing (chemistry); Porosity; Materials science; Seawater; Composite material; Metallurgy; Geotechnical engineering; Geology; Engineering; Geochemistry","score_opus":0.007932510439145841,"score_gpt":0.21615312710813153,"score_spread":0.2082206166689857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966615342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941254,0.00010195896,0.00019518992,0.0000048120983,0.0000038626267,0.000005056539,0.000046918096,0.0000096099475,0.00022021645],"genre_scores_gemma":[0.99867296,0.00009730456,0.00026114285,0.000005996049,0.0000015436946,0.0000033126817,0.000052185853,0.0000054936795,0.00089997886],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998286,0.00001968589,0.0000142769795,0.000037085916,0.000051962204,0.000048325674],"domain_scores_gemma":[0.99976605,0.00004748201,0.000059251226,0.000019739025,0.000054148746,0.000053429874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019646886,0.00033629301,0.0004135467,0.00028525593,0.0002714816,0.00031132528,0.00022090418,0.0003944641,0.002058536],"category_scores_gemma":[0.00026350626,0.0002797964,0.00024502745,0.0002395724,0.0003464828,0.00031073226,0.0002203833,0.00043108338,0.00023036478],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052080926,0.00005124404,0.0006493112,0.00003454077,0.000010009427,0.00007579396,0.000050629398,0.00024933714,0.9976803,0.000038699884,0.000009625696,0.0006297236],"study_design_scores_gemma":[0.0000070286515,0.000597029,0.006066252,0.0000033335616,0.000030176263,0.000068640555,0.00008506628,0.0004833528,0.9923694,0.000022269816,0.00026076246,0.0000066918738],"about_ca_topic_score_codex":0.0018123274,"about_ca_topic_score_gemma":0.003911959,"teacher_disagreement_score":0.002058536,"about_ca_system_score_codex":0.00022226032,"about_ca_system_score_gemma":0.00028638297,"threshold_uncertainty_score":0.0068864822},"labels":[],"label_agreement":null},{"id":"W1966854591","doi":"10.1016/j.cemconcomp.2011.08.004","title":"Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate","year":2011,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":299,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Public Works and Government Services Canada; Université Laval; Carleton University; McMaster University","funders":"Natural Resources Canada; Public Works and Government Services Canada; Natural Sciences and Engineering Research Council of Canada; Government of Canada; Canadian Network for Mood and Anxiety Treatments","keywords":"Shrinkage; Aggregate (composite); Creep; Materials science; Geotechnical engineering; Composite material; Geology","score_opus":0.013589094956270044,"score_gpt":0.18395912979082055,"score_spread":0.17037003483455052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966854591","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950194,0.0000496151,0.00017363727,0.000001291484,0.0000012307969,0.0000017495222,0.000036264617,0.000008234283,0.00022605721],"genre_scores_gemma":[0.99901795,0.000036852078,0.00017594094,0.000002249424,0.0000011347895,0.0000017618069,0.000081633385,0.000009243435,0.00067305146],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998018,0.000019035419,0.000016112497,0.000032880467,0.000099467834,0.000030669515],"domain_scores_gemma":[0.99943596,0.00018537993,0.00013010707,0.00004143121,0.00014595431,0.00006118687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002787322,0.00020559807,0.00034522443,0.00040595964,0.00020565513,0.00019905897,0.0001584811,0.00027008308,0.0011505827],"category_scores_gemma":[0.0005617351,0.00016124586,0.00031218337,0.00034028673,0.00028159504,0.00026927728,0.0001567976,0.00030790185,0.0002217982],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041839783,0.000043955082,0.00261565,0.000027684608,0.000008882265,0.00008481246,0.00011627566,0.0013644226,0.9933415,0.000040205756,0.000016281801,0.0019220235],"study_design_scores_gemma":[0.000012390838,0.0007197749,0.049841747,0.0000037632149,0.000026234182,0.00012670987,0.000081946215,0.0031841933,0.9457029,0.000019633117,0.00026464878,0.00001601154],"about_ca_topic_score_codex":0.0014512187,"about_ca_topic_score_gemma":0.003259254,"teacher_disagreement_score":0.0014512187,"about_ca_system_score_codex":0.00021118468,"about_ca_system_score_gemma":0.00018842357,"threshold_uncertainty_score":0.0038490891},"labels":[],"label_agreement":null},{"id":"W1967804047","doi":"10.1016/j.cemconcomp.2013.11.011","title":"Microindentation creep of monophasic calcium–silicate–hydrates","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Giatec Scientific (Canada); University of Ottawa","funders":"","keywords":"Creep; Nanoindentation; Materials science; Tobermorite; Indentation; Composite material; Modulus; Porosity; Gas pycnometer; Elastic modulus; Calcium hydroxide; Calcium silicate; Indentation hardness; Cement; Microstructure; Chemistry; Physical chemistry","score_opus":0.014684399005000246,"score_gpt":0.23219576264668937,"score_spread":0.21751136364168913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967804047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998273,0.00012598751,0.0007403807,0.000014117127,0.000007378158,0.0000052738014,0.00004157168,0.000017607508,0.0007745558],"genre_scores_gemma":[0.9982327,0.000040693834,0.0005059443,0.000008270466,0.000005232654,0.000004426275,0.000048795777,0.0000075109015,0.0011463258],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998331,0.0000149741345,0.00000887623,0.000028553286,0.000080207385,0.00003431414],"domain_scores_gemma":[0.99953425,0.00019832586,0.000080719175,0.00004861431,0.000099126206,0.000039060018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022763252,0.00024133791,0.00016152485,0.00035006562,0.00024854223,0.00016800256,0.00024651238,0.00026009764,0.0022097782],"category_scores_gemma":[0.0004916249,0.00021189121,0.00014109307,0.00019378345,0.00043437828,0.00040286797,0.00013636219,0.0004029175,0.0002124374],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007503177,0.000020023217,0.00041482344,0.0000118084145,0.0000017379465,0.000023772558,0.000055525128,0.00027711721,0.99766314,0.00005445055,0.000023313443,0.0013791594],"study_design_scores_gemma":[0.0000057229017,0.0001477233,0.015845634,0.0000031863563,0.0000031688678,0.000060835075,0.00008081395,0.0040942244,0.97920597,0.000035827783,0.0005094984,0.0000073197384],"about_ca_topic_score_codex":0.0011498793,"about_ca_topic_score_gemma":0.0041529117,"teacher_disagreement_score":0.0022097782,"about_ca_system_score_codex":0.00032839354,"about_ca_system_score_gemma":0.00015740188,"threshold_uncertainty_score":0.007392466},"labels":[],"label_agreement":null},{"id":"W1968115770","doi":"10.1016/j.cemconcomp.2013.11.008","title":"Effects of shrinkage reducing admixture and wollastonite microfiber on early-age behavior of ultra-high performance concrete","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":162,"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":"Wollastonite; Microfiber; Shrinkage; Materials science; Cement; Composite material; Cracking; Compressive strength; Chemistry","score_opus":0.005296302078908093,"score_gpt":0.17943493309375871,"score_spread":0.1741386310148506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968115770","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99961746,0.000093377574,0.0001319321,0.0000037381778,0.0000029772443,0.0000017000152,0.000014316909,0.0000066440207,0.00012791189],"genre_scores_gemma":[0.9987834,0.000097889344,0.00027288304,0.000010445812,0.0000024676474,0.0000023922664,0.00003835622,0.000006523638,0.00078562036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987984,0.00001599484,0.000013228761,0.000028900637,0.000026651773,0.000035311197],"domain_scores_gemma":[0.99964774,0.000084191124,0.00009957076,0.000024880394,0.000053695854,0.00008979876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020712632,0.00026567726,0.00016705641,0.0001395791,0.00014014657,0.00016461231,0.00019673469,0.00018622825,0.0012229681],"category_scores_gemma":[0.0003443985,0.00019477877,0.00017244721,0.000114323455,0.00023392297,0.000312384,0.00015629694,0.0003285119,0.0001571456],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010257362,0.00011115245,0.0010665014,0.000030200954,0.000010118716,0.000049292325,0.000045619436,0.00040458326,0.99576485,0.000030086683,0.000012783,0.0014490065],"study_design_scores_gemma":[0.000006383652,0.0004976797,0.0051681628,0.0000017894763,0.000014030961,0.00002066842,0.00002857423,0.000498009,0.9935823,0.0000047026124,0.00017374464,0.00000394214],"about_ca_topic_score_codex":0.0018236222,"about_ca_topic_score_gemma":0.0033820309,"teacher_disagreement_score":0.0018236222,"about_ca_system_score_codex":0.00018156381,"about_ca_system_score_gemma":0.00020694766,"threshold_uncertainty_score":0.004091263},"labels":[],"label_agreement":null},{"id":"W1969690135","doi":"10.1016/j.cemconcomp.2012.02.013","title":"Effect of metakaolin and silica fume on the durability of self-consolidating concrete","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":240,"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; Memorial University of Newfoundland","funders":"","keywords":"Metakaolin; Durability; Silica fume; Shrinkage; Materials science; Cementitious; Pozzolan; Composite material; Cement; Fly ash; Portland cement","score_opus":0.011495133184017823,"score_gpt":0.23966950086899663,"score_spread":0.2281743676849788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969690135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988763,0.00048456987,0.00013724701,0.000015173751,0.0000152035755,0.0000048666366,0.000045307796,0.00001898279,0.0004023281],"genre_scores_gemma":[0.99890125,0.00014054705,0.00012540992,0.00001345667,0.0000049526984,0.000001698266,0.00005534741,0.000009535721,0.00074763875],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969065,0.000058946367,0.00003657195,0.00005954164,0.000067547604,0.00008678224],"domain_scores_gemma":[0.99866676,0.00059897307,0.00018166848,0.00010119391,0.00019811897,0.00025329558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040072243,0.00048730892,0.00041940875,0.000310588,0.00035194153,0.00049619103,0.0004940239,0.0005836686,0.0021085537],"category_scores_gemma":[0.0008764259,0.00041210747,0.00038593222,0.00021037237,0.00072891783,0.0005639604,0.0002647364,0.00063907815,0.00032789737],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0057264194,0.00025294197,0.0017683414,0.00014608448,0.00005137397,0.0002674768,0.00018727733,0.0006941217,0.98811984,0.00013855477,0.00006237457,0.002585195],"study_design_scores_gemma":[0.000036653724,0.0011480284,0.0053113033,0.0000068280997,0.000042092048,0.00009166695,0.0000906519,0.00090992247,0.9919213,0.00002922755,0.00039637397,0.000015981199],"about_ca_topic_score_codex":0.0043478343,"about_ca_topic_score_gemma":0.0066548954,"teacher_disagreement_score":0.0043478343,"about_ca_system_score_codex":0.00047108904,"about_ca_system_score_gemma":0.0006365135,"threshold_uncertainty_score":0.008645058},"labels":[],"label_agreement":null},{"id":"W1974334796","doi":"10.1016/j.cemconcomp.2010.02.007","title":"Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks – A case study","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":115,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Curing (chemistry); Deck; Bridge deck; Shrinkage; Structural engineering; Corrosion; Cracking; Life-cycle cost analysis; Materials science; Composite material; Forensic engineering; Environmental science; Engineering; Reliability engineering","score_opus":0.015928260832906087,"score_gpt":0.22865769057424057,"score_spread":0.2127294297413345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974334796","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99788326,0.000054372624,0.00029697307,0.000011211248,0.0000014371803,0.0000043731884,0.000033265133,0.0000066326966,0.0017084691],"genre_scores_gemma":[0.9995012,0.000019434116,0.00011693891,0.0000014005007,9.4192995e-7,0.0000010218295,0.000016216718,0.000005286351,0.0003374695],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9994294,0.0001540778,0.000017816299,0.000055707944,0.00018640464,0.0001564257],"domain_scores_gemma":[0.99645424,0.0023364073,0.0002726671,0.00017255351,0.0005787897,0.00018537164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010338781,0.000479667,0.0003458414,0.00069882185,0.00066193746,0.00071577076,0.0006285126,0.00083515514,0.0028526632],"category_scores_gemma":[0.0024443818,0.000200114,0.0007163126,0.0005298147,0.00060779636,0.0008465552,0.0003294525,0.00044270165,0.00030345615],"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":[0.006572539,0.0024923095,0.24376059,0.0005451575,0.00020062714,0.007293716,0.001241432,0.38424656,0.23300102,0.0061473986,0.00116158,0.11333702],"study_design_scores_gemma":[0.00016197756,0.007804918,0.44794965,0.00006668785,0.00084821624,0.003097057,0.003448912,0.27293953,0.25743446,0.0027687056,0.0033146073,0.00016518976],"about_ca_topic_score_codex":0.0041670552,"about_ca_topic_score_gemma":0.011720479,"teacher_disagreement_score":0.0041670552,"about_ca_system_score_codex":0.0012977418,"about_ca_system_score_gemma":0.00039127993,"threshold_uncertainty_score":0.009543061},"labels":[],"label_agreement":null},{"id":"W1974486433","doi":"10.1016/s0958-9465(01)00083-x","title":"Theoretical analysis of the effect of weak sodium sulfate solutions on the durability of concrete","year":2002,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":117,"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":"Ettringite; Durability; Sulfate; Gypsum; Sodium sulfate; Dissolution; Cement; Sodium hydroxide; Materials science; Calcium hydroxide; Microstructure; Precipitation; Hydroxide; Penetration (warfare); Sodium; Chemistry; Mineralogy; Composite material; Inorganic chemistry; Portland cement; Metallurgy; Mathematics; Organic chemistry","score_opus":0.014347501844147618,"score_gpt":0.21952174441936506,"score_spread":0.20517424257521744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974486433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8668559,0.0017680409,0.05807154,0.0010509376,0.00013957791,0.000058822105,0.0000806618,0.000083136365,0.07189136],"genre_scores_gemma":[0.992315,0.0005321982,0.0015971657,0.000041436033,0.000030337027,0.000018231794,0.00001301306,0.000010963595,0.005441779],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999874,0.000033131073,0.0000038584963,0.000012310715,0.000046661033,0.000030161986],"domain_scores_gemma":[0.99918157,0.00061523356,0.00004860527,0.000033085944,0.000091034824,0.000030466452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044459983,0.00041599156,0.0005605376,0.000598721,0.00048609645,0.00062747474,0.00091768627,0.00089468725,0.0044140345],"category_scores_gemma":[0.0019299852,0.00037016298,0.00056658883,0.0002245146,0.0014452353,0.0008112063,0.0006214153,0.0005458182,0.00023883689],"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":[0.00027037543,0.00021143287,0.0010624301,0.00034700145,0.00003057516,0.00036933128,0.0001896572,0.70394844,0.037916537,0.24589421,0.00065777526,0.009102262],"study_design_scores_gemma":[0.00003053227,0.00010136391,0.0007601656,0.000014061468,0.000023670224,0.000047365626,0.00007689395,0.9569883,0.008421383,0.032723915,0.0007912406,0.000021099042],"about_ca_topic_score_codex":0.002810097,"about_ca_topic_score_gemma":0.0020147506,"teacher_disagreement_score":0.0044140345,"about_ca_system_score_codex":0.0006759949,"about_ca_system_score_gemma":0.0006730785,"threshold_uncertainty_score":0.014766395},"labels":[],"label_agreement":null},{"id":"W1974718462","doi":"10.1016/j.cemconcomp.2010.07.006","title":"Hardened properties of self-consolidating high performance concrete including rice husk ash","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":161,"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":"Husk; Materials science; Porosity; Compressive strength; Absorption of water; Electrical resistivity and conductivity; Composite material; Water content; Fly ash; Cement; Geotechnical engineering; Botany","score_opus":0.0180602404947571,"score_gpt":0.21994605823259586,"score_spread":0.20188581773783876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974718462","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987105,0.00017404267,0.00037634326,0.000005295899,0.0000067620313,0.000004950988,0.000060933486,0.000024490371,0.0006366356],"genre_scores_gemma":[0.997843,0.000049042785,0.00013633692,0.000005233041,0.0000021347448,0.0000020430166,0.00009690295,0.000011884301,0.0018533688],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996049,0.000030961288,0.00002028215,0.00006228805,0.00021090209,0.00007068776],"domain_scores_gemma":[0.99926513,0.00021817628,0.00014783934,0.00008475573,0.00016941507,0.00011476772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036619295,0.00044056826,0.00033244927,0.00046533262,0.00022248062,0.000319922,0.00040135457,0.0004430155,0.003507878],"category_scores_gemma":[0.00067180773,0.00034785247,0.0003207426,0.00040646808,0.00054164516,0.0005165856,0.000412439,0.0006119617,0.0004025963],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007628028,0.00006840384,0.0014336072,0.000064165586,0.000022034466,0.00010975057,0.000096396725,0.0027651202,0.99142975,0.00015705143,0.000074998854,0.0030159885],"study_design_scores_gemma":[0.000028161794,0.0006114212,0.027800621,0.0000069558578,0.000033716766,0.000092209,0.00009440656,0.0046322355,0.9657664,0.000056309273,0.000853369,0.000024187459],"about_ca_topic_score_codex":0.002716149,"about_ca_topic_score_gemma":0.0048353923,"teacher_disagreement_score":0.003507878,"about_ca_system_score_codex":0.00036324238,"about_ca_system_score_gemma":0.00036525002,"threshold_uncertainty_score":0.011735022},"labels":[],"label_agreement":null},{"id":"W1975503866","doi":"10.1016/j.cemconcomp.2010.02.001","title":"Modeling the kinetics of corrosion in concrete patch repairs and identification of governing parameters","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Carleton University","funders":"","keywords":"Materials science; Corrosion; Anode; Substrate (aquarium); Macrocell; Composite material; Ring (chemistry); Current density; Electrode; Geology","score_opus":0.010843043065813381,"score_gpt":0.21047770639150326,"score_spread":0.19963466332568988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975503866","genre_codex":"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":[0.40481266,0.0015096923,0.58102125,0.000517336,0.00011511692,0.000107952226,0.00021164157,0.00043247102,0.0112718595],"genre_scores_gemma":[0.9797079,0.0006689808,0.011165834,0.00002509864,0.00002194031,0.000057713467,0.00008780443,0.00006758581,0.008197056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987304,0.0000245596,0.0000068783097,0.000032200027,0.00003389868,0.000029418503],"domain_scores_gemma":[0.999637,0.000207396,0.000061746614,0.000018448776,0.00005663201,0.000018781759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004779058,0.0007817392,0.0009906127,0.00036361918,0.00033387027,0.0009186096,0.0011825608,0.0017802658,0.0012643973],"category_scores_gemma":[0.0016067061,0.0008550684,0.000588108,0.00033529865,0.00086251245,0.0011207802,0.00043132712,0.0009180816,0.00032258255],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016508606,0.00001935476,0.00037097282,0.000030672247,0.0000046404894,0.000029419472,0.00002705608,0.9907603,0.004469611,0.0027940196,0.000081688035,0.0013958159],"study_design_scores_gemma":[0.0000027118215,0.0000054768443,0.00011910408,0.0000010535375,0.0000023580517,0.0000064525057,0.000005448301,0.9986507,0.000751814,0.00034185732,0.00011012344,0.000002928436],"about_ca_topic_score_codex":0.018338207,"about_ca_topic_score_gemma":0.0110508995,"teacher_disagreement_score":0.018338207,"about_ca_system_score_codex":0.0011398514,"about_ca_system_score_gemma":0.001047184,"threshold_uncertainty_score":0.036462903},"labels":[],"label_agreement":null},{"id":"W1978948826","doi":"10.1016/j.cemconcomp.2006.12.001","title":"Application of maturity method to slipforming operations: Performance validation","year":2006,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"Toronto Metropolitan University","funders":"","keywords":"Maturity (psychological); Computer science; Reliability engineering; Engineering; Psychology","score_opus":0.009979052186817456,"score_gpt":0.2536619129717943,"score_spread":0.24368286078497683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978948826","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70347613,0.00023627412,0.29276925,0.000039711955,0.000025704892,0.00008029758,0.000105420804,0.00070765184,0.0025594842],"genre_scores_gemma":[0.9389871,0.000101381236,0.06005076,0.0000056742165,0.0000040931473,0.00003548256,0.00007321769,0.000050841547,0.00069137814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99918574,0.00019889549,0.000051658906,0.00009843308,0.00040494156,0.000060201706],"domain_scores_gemma":[0.9964323,0.0016660551,0.00035214442,0.0004609499,0.0010108199,0.00007766144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015984473,0.00048423873,0.0004244515,0.0008897052,0.00031204472,0.00033216603,0.00065615267,0.00060910784,0.0014965151],"category_scores_gemma":[0.004124813,0.0002555465,0.00029435314,0.00080629985,0.00033995375,0.00054634054,0.00047845114,0.0005299513,0.00037410346],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019093677,0.0011160758,0.02915823,0.00039142353,0.000071649716,0.000094203155,0.00048206584,0.13715608,0.52596885,0.006707771,0.0005226658,0.29642168],"study_design_scores_gemma":[0.000056658897,0.002208586,0.0106201405,0.000013046779,0.00004086245,0.00015037163,0.00008927912,0.5770427,0.4076536,0.0008048995,0.0012747535,0.000045004454],"about_ca_topic_score_codex":0.0015166511,"about_ca_topic_score_gemma":0.0014903182,"teacher_disagreement_score":0.0015984473,"about_ca_system_score_codex":0.00038041655,"about_ca_system_score_gemma":0.0004912241,"threshold_uncertainty_score":0.008453488},"labels":[],"label_agreement":null},{"id":"W1979269376","doi":"10.1016/j.cemconcomp.2011.09.020","title":"Design of a low-density wood–cement particleboard for interior wall finish","year":2011,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Wood Treatment and Properties","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":"Centre de Géomatique du Québec; Université Laval","funders":"","keywords":"Gypsum; Cement; Materials science; Composite material; Flexural strength; Water resistance; Specific gravity","score_opus":0.04201886628228985,"score_gpt":0.19837245051848618,"score_spread":0.15635358423619633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979269376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49711272,0.00025149822,0.49209455,0.00005691706,0.00010233723,0.00027585938,0.00032227693,0.00091663626,0.008867178],"genre_scores_gemma":[0.8622126,0.00014512564,0.13132587,0.000022967884,0.000010999521,0.00011462245,0.0002442722,0.00015005177,0.005773586],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989116,0.000011165014,0.000005429678,0.000026852376,0.00004452274,0.000020762636],"domain_scores_gemma":[0.99984837,0.000015384829,0.000030346908,0.000013944987,0.00005798942,0.000033793713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024302329,0.0006769578,0.000402675,0.00041063904,0.00038472482,0.00056624203,0.00074245484,0.00037419458,0.002036334],"category_scores_gemma":[0.00019795021,0.00024871502,0.00039514477,0.00024609556,0.00020364374,0.00021443971,0.00024527148,0.00032382648,0.00052090763],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024875233,0.00024224563,0.0016941505,0.00019756114,0.00003751174,0.00014941198,0.00004678886,0.061079055,0.9022645,0.0018635585,0.0005670488,0.031609375],"study_design_scores_gemma":[0.00019734753,0.002467283,0.019231977,0.000035262576,0.0002983208,0.00027281218,0.00016170678,0.28296682,0.6739542,0.000802421,0.019552562,0.000059388265],"about_ca_topic_score_codex":0.0017841198,"about_ca_topic_score_gemma":0.004937095,"teacher_disagreement_score":0.002036334,"about_ca_system_score_codex":0.00031711493,"about_ca_system_score_gemma":0.0006895422,"threshold_uncertainty_score":0.006812215},"labels":[],"label_agreement":null},{"id":"W1985430211","doi":"10.1016/s0958-9465(01)00043-9","title":"Crack growth resistance of hybrid fiber reinforced cement composites","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":319,"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":"Materials science; Composite material; Durability; Fiber; Fracture (geology); Nucleation; Polypropylene; Fracture mechanics; Cement; Cantilever; Structural engineering; Engineering","score_opus":0.008689972117064678,"score_gpt":0.19958413534821656,"score_spread":0.19089416323115188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985430211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99884975,0.00010413577,0.0005981466,0.0000065328504,0.0000021719472,0.0000020491914,0.000021776936,0.000022744096,0.00039265442],"genre_scores_gemma":[0.99951315,0.000021829837,0.00011284543,0.0000013829974,6.013873e-7,7.6052055e-7,0.000014359443,0.0000039212755,0.00033112185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999231,0.0000082583765,0.0000025544007,0.00001344796,0.00003459902,0.000018062328],"domain_scores_gemma":[0.9994698,0.00024375298,0.00007584849,0.000036813482,0.00013379549,0.000039912935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014784734,0.0001595645,0.00016906172,0.00036452003,0.00012667589,0.00017190659,0.00014747086,0.00022909284,0.0011696735],"category_scores_gemma":[0.0005480539,0.00014558827,0.00009876753,0.0001154602,0.00019929407,0.00018151726,0.00012211961,0.00022400677,0.0001344641],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025129723,0.000031631193,0.00212272,0.000026739724,0.000008756508,0.000063103704,0.000089720445,0.008642582,0.98422945,0.0002508021,0.00008314007,0.0042000264],"study_design_scores_gemma":[0.000018667879,0.00037920207,0.028339557,0.000009213753,0.000024298955,0.00016452861,0.000099460434,0.17049873,0.79964465,0.00017328994,0.0006291329,0.000019267498],"about_ca_topic_score_codex":0.0024381715,"about_ca_topic_score_gemma":0.003266201,"teacher_disagreement_score":0.0024381715,"about_ca_system_score_codex":0.00021497215,"about_ca_system_score_gemma":0.00008862965,"threshold_uncertainty_score":0.0048480034},"labels":[],"label_agreement":null},{"id":"W1989398170","doi":"10.1016/j.cemconcomp.2012.05.001","title":"Probabilistic modeling of chloride-induced corrosion in concrete structures using first- and second-order reliability methods","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":119,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Corrosion; Probabilistic logic; Reliability (semiconductor); Chloride; Structural engineering; Concrete cover; Computer science; Materials science; Environmental science; Reliability engineering; Engineering; Composite material; Metallurgy","score_opus":0.03515097404985178,"score_gpt":0.2839051344892319,"score_spread":0.2487541604393801,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989398170","genre_codex":"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":[0.052450772,0.00041977077,0.9441913,0.00016088273,0.00003688194,0.000030168374,0.00008071505,0.0002562532,0.0023733804],"genre_scores_gemma":[0.95668954,0.00051968807,0.036353726,0.00004713858,0.000067953784,0.000084353494,0.00014667999,0.00012005262,0.0059708557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999199,0.00027620618,0.000043367523,0.00011425135,0.00025098686,0.00011620582],"domain_scores_gemma":[0.9977858,0.0014008537,0.00030254846,0.00013176035,0.00031723475,0.00006173628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018595267,0.0010724319,0.0013105676,0.0012136498,0.000493697,0.0012335699,0.0021705683,0.0016906979,0.0011191964],"category_scores_gemma":[0.004556399,0.0012840201,0.0017539273,0.0007775201,0.0012886671,0.0015858337,0.0008310478,0.0011130293,0.00026815667],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006292763,0.000007400318,0.00014310807,0.000009329122,0.000008066624,0.000013952266,0.000013501326,0.9956039,0.0002946775,0.002995116,0.00003502682,0.0008696262],"study_design_scores_gemma":[0.0000010822574,0.0000031826062,0.00005315515,8.094747e-7,0.0000032248977,0.0000047711515,0.0000013657653,0.99891925,0.000091476715,0.0008930242,0.000025980593,0.0000027056756],"about_ca_topic_score_codex":0.015094922,"about_ca_topic_score_gemma":0.014346636,"teacher_disagreement_score":0.015094922,"about_ca_system_score_codex":0.0013791543,"about_ca_system_score_gemma":0.0011201206,"threshold_uncertainty_score":0.030014157},"labels":[],"label_agreement":null},{"id":"W1995720935","doi":"10.1016/s0958-9465(00)00054-8","title":"Image analysis for the automated study of microcracks in concrete","year":2001,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Thresholding; Materials science; Binary image; Image processing; Histogram; Mesoscopic physics; Segmentation; Artificial intelligence; Composite material; Enhanced Data Rates for GSM Evolution; Image segmentation; Sample (material); Computer vision; Computer science; Image (mathematics); Optics; Chemistry; Physics","score_opus":0.008263006172857638,"score_gpt":0.23573758483076204,"score_spread":0.2274745786579044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995720935","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":[0.25322208,0.0009935341,0.73511624,0.0001976114,0.00004227645,0.00014519475,0.0007505131,0.007146722,0.0023858137],"genre_scores_gemma":[0.43487966,0.0005343001,0.5609159,0.000066719236,0.000046547826,0.00014008011,0.00071515667,0.00040579747,0.0022958505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978596,0.00002323728,0.00000992851,0.00004079149,0.00010519044,0.000034878598],"domain_scores_gemma":[0.9992557,0.00031189786,0.00006757665,0.00008457892,0.00023735814,0.00004282112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026956727,0.00042152707,0.00040092223,0.001652059,0.00031440498,0.0005910018,0.00060994405,0.00056698325,0.002871642],"category_scores_gemma":[0.0010648855,0.0002985983,0.00031706897,0.0006769074,0.00028768915,0.0004659713,0.00042975892,0.00040569325,0.00080113026],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003827006,0.00009333976,0.0025247163,0.00018594293,0.00004904532,0.00009725747,0.00010960772,0.004601412,0.6215919,0.00088912185,0.00191911,0.36755583],"study_design_scores_gemma":[0.000050867835,0.0001342978,0.027072303,0.000025026218,0.00008296335,0.0006792229,0.00009002598,0.47914624,0.4860931,0.0011518804,0.0054232455,0.000050763447],"about_ca_topic_score_codex":0.0041396236,"about_ca_topic_score_gemma":0.0070984745,"teacher_disagreement_score":0.0041396236,"about_ca_system_score_codex":0.00042837625,"about_ca_system_score_gemma":0.0005369377,"threshold_uncertainty_score":0.00960654},"labels":[],"label_agreement":null},{"id":"W1997614727","doi":"10.1016/j.cemconcomp.2012.04.007","title":"Cement-based sensors with carbon fibers and carbon nanotubes for piezoresistive sensing","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":606,"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; Carbon nanotube; Composite material; Piezoresistive effect; Electrical conductor; Electrical resistivity and conductivity; Cement; Cementitious; Microfiber; Carbon fibers; Repeatability; Composite number; Electrical engineering","score_opus":0.008269291318774248,"score_gpt":0.1951273989725074,"score_spread":0.18685810765373315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997614727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89648134,0.0072147246,0.08921482,0.00041245623,0.0002896638,0.00016165772,0.0004796356,0.0009087496,0.0048370045],"genre_scores_gemma":[0.9536122,0.0016549687,0.040925376,0.00009831438,0.000031275355,0.00005788761,0.00023775124,0.000050985618,0.0033312244],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996394,0.000044446377,0.000017241893,0.00007570121,0.00019483302,0.000028319599],"domain_scores_gemma":[0.9997651,0.000082623934,0.00005055205,0.000021801987,0.000059895774,0.000020036643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039339458,0.00054413854,0.00036440554,0.00043683883,0.0002558932,0.00039748548,0.00052265107,0.0006874445,0.00084026426],"category_scores_gemma":[0.0006565008,0.00040047764,0.00020084286,0.0003321521,0.0005053388,0.0010253926,0.00036926297,0.0005121334,0.00024772648],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047086938,0.000014535446,0.00018098137,0.0000434596,0.000006454335,0.00002439309,0.0000125999595,0.0002280517,0.996443,0.0002886756,0.00011034235,0.0026005295],"study_design_scores_gemma":[0.0000028431157,0.00004552809,0.0005030941,0.0000027263811,0.000008130827,0.00004263932,0.000005526308,0.0027371265,0.9956255,0.00004188632,0.0009778455,0.0000070938636],"about_ca_topic_score_codex":0.0007888794,"about_ca_topic_score_gemma":0.0046339105,"teacher_disagreement_score":0.00084026426,"about_ca_system_score_codex":0.00052837917,"about_ca_system_score_gemma":0.00020293742,"threshold_uncertainty_score":0.0038337111},"labels":[],"label_agreement":null},{"id":"W1997881853","doi":"10.1016/s0958-9465(03)00043-x","title":"Influence of calcium nitrite inhibitor and crack width on corrosion of steel in high performance concrete subjected to a simulated marine environment","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Fly ash; Metallurgy; Cement; Wetting; Composite material; Concrete cover; Reinforced concrete","score_opus":0.0076517182510277846,"score_gpt":0.19379821253317753,"score_spread":0.18614649428214974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997881853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996475,0.00008171514,0.00009746474,0.0000070153333,0.00000306841,0.0000019536503,0.000029743014,0.000003868693,0.00012772375],"genre_scores_gemma":[0.9993563,0.000070471644,0.00014951934,0.0000055064797,0.0000014371622,0.0000017961358,0.000036523026,0.0000030735137,0.00037524907],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984694,0.000030186955,0.000011809098,0.000026889267,0.000045288853,0.000038879658],"domain_scores_gemma":[0.99948883,0.00017359674,0.000101045945,0.000024764006,0.00012630816,0.00008549471],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030172468,0.00032022773,0.00046770083,0.00015788818,0.00022724434,0.00038838532,0.00031998756,0.000458352,0.00073995255],"category_scores_gemma":[0.0006650695,0.00028399544,0.00023174121,0.00012498257,0.00040191182,0.00016490625,0.00015465023,0.0003451183,0.000101134465],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0064669494,0.00019248354,0.0055736997,0.00010521379,0.000045030567,0.00022325414,0.00012359639,0.0033536607,0.9821316,0.00006334686,0.00005477651,0.0016662639],"study_design_scores_gemma":[0.00004796718,0.0028078032,0.02731004,0.000011517943,0.00009078782,0.00008415027,0.00019278123,0.008808026,0.96022666,0.000034693057,0.00036395845,0.000021696802],"about_ca_topic_score_codex":0.010617159,"about_ca_topic_score_gemma":0.01415421,"teacher_disagreement_score":0.010617159,"about_ca_system_score_codex":0.0004996543,"about_ca_system_score_gemma":0.0005874439,"threshold_uncertainty_score":0.021110713},"labels":[],"label_agreement":null},{"id":"W1997932522","doi":"10.1016/j.cemconcomp.2009.01.004","title":"Capillary suction model for characterizing salt scaling resistance of concrete containing GGBFS","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"McMaster University; University of Toronto","funders":"","keywords":"Sorptivity; Materials science; Capillary action; Ultimate tensile strength; Scaling; Composite material; Cement; Compressive strength; Swelling; Chloride; Metallurgy; Mathematics","score_opus":0.02092301661084969,"score_gpt":0.2455963422213714,"score_spread":0.2246733256105217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997932522","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5404024,0.000650933,0.44526103,0.0001457833,0.00006195837,0.0001390033,0.00037131496,0.0014802237,0.011487437],"genre_scores_gemma":[0.993885,0.000096682,0.0037864018,0.000012313102,0.0000055119563,0.000026769823,0.000049717346,0.000018800702,0.002118619],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998273,0.00001883488,0.0000065501104,0.00003993757,0.00007916105,0.00002824731],"domain_scores_gemma":[0.9998036,0.00007552989,0.000020564416,0.000021828895,0.00006404077,0.000014461618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015038619,0.0003947069,0.00044581702,0.000442408,0.0002458336,0.00034958022,0.0007196324,0.00066980097,0.0008027098],"category_scores_gemma":[0.0005295176,0.0001432962,0.0003632563,0.0002516209,0.0003562263,0.0004961653,0.00025177927,0.0002830113,0.00022834029],"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":[0.0002109392,0.0001309946,0.002473572,0.00011655291,0.000029803656,0.00031765702,0.00014127078,0.6178019,0.3434964,0.01065035,0.00097431446,0.023656217],"study_design_scores_gemma":[0.0000023711032,0.00001919884,0.00031833464,0.0000011684069,0.0000031976194,0.000016451988,0.0000057620528,0.9886475,0.010570639,0.00023519198,0.00017564623,0.000004446815],"about_ca_topic_score_codex":0.007816928,"about_ca_topic_score_gemma":0.0055561103,"teacher_disagreement_score":0.007816928,"about_ca_system_score_codex":0.0006127274,"about_ca_system_score_gemma":0.00051520823,"threshold_uncertainty_score":0.015542865},"labels":[],"label_agreement":null},{"id":"W1999581763","doi":"10.1016/j.cemconcomp.2007.12.002","title":"Controlled low strength materials incorporating cement kiln dust from various sources","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Materials Engineering and Processing","field":"Engineering","cited_by":72,"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; Cement Association of Canada","keywords":"Cement kiln; Cement; Durability; Materials science; Shrinkage; Compressive strength; California bearing ratio; Environmental science; Kiln; Composite material; Metallurgy","score_opus":0.007708278547741718,"score_gpt":0.17513058842117468,"score_spread":0.16742230987343296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999581763","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967769,0.00027022895,0.0017050441,0.000011369329,0.000021955286,0.00002674774,0.00006067688,0.00008466854,0.0010423724],"genre_scores_gemma":[0.99732375,0.00017043581,0.0012957229,0.000013287821,0.000006080105,0.000017267532,0.000043583677,0.000038581748,0.0010913075],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997793,0.00002396003,0.000014040876,0.00005594481,0.000078823454,0.000047984566],"domain_scores_gemma":[0.99968994,0.00007341447,0.00010480465,0.000028392638,0.000051064217,0.000052463158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026343114,0.00052114256,0.00028501503,0.00040072584,0.0001700484,0.0004372721,0.00033493317,0.00026018074,0.0010864073],"category_scores_gemma":[0.00027347726,0.0002872961,0.00016951644,0.0002326611,0.0003601285,0.00030191892,0.00020663356,0.0003711593,0.0002565709],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016870452,0.000044303473,0.000078499645,0.000051162013,0.0000051652337,0.000021308755,0.000014314004,0.0002650637,0.9986896,0.00008402168,0.000018579625,0.00055927905],"study_design_scores_gemma":[0.000011740524,0.00010652474,0.0002906582,0.0000015047474,0.0000068953123,0.00000904969,0.0000056481144,0.0003172998,0.99907124,0.000007029125,0.00016990525,0.0000023106581],"about_ca_topic_score_codex":0.0003949542,"about_ca_topic_score_gemma":0.0021481642,"teacher_disagreement_score":0.0010864073,"about_ca_system_score_codex":0.00043278988,"about_ca_system_score_gemma":0.00021032362,"threshold_uncertainty_score":0.0036343932},"labels":[],"label_agreement":null},{"id":"W2002541649","doi":"10.1016/s0958-9465(02)00125-7","title":"Finite element modeling of coupled heat transfer, moisture transport and carbonation processes in concrete structures","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":220,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Carbonation; Finite element method; Moisture; Scope (computer science); Coupling (piping); Nonlinear system; Heat transfer; Materials science; Structural engineering; Computer science; Engineering; Mechanics; Composite material","score_opus":0.011631052158694765,"score_gpt":0.20525767737181438,"score_spread":0.19362662521311963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002541649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5719439,0.00073571625,0.40033743,0.000654638,0.00017980773,0.00013612109,0.00025133172,0.00054217596,0.025218919],"genre_scores_gemma":[0.97420764,0.00020805062,0.014373139,0.0000696082,0.000023984112,0.000098050084,0.00013070034,0.00009096933,0.010797834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974674,0.00007452221,0.000012677943,0.000035139616,0.0000920173,0.000038903876],"domain_scores_gemma":[0.9994679,0.000318457,0.00005059195,0.00003822758,0.00008022819,0.000044570792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053090486,0.00048476455,0.0009423465,0.00071280194,0.00072305615,0.0011293929,0.0014406479,0.002387951,0.0021471393],"category_scores_gemma":[0.0016364042,0.0009041973,0.00069734297,0.0004312663,0.0014676893,0.00091366866,0.0007187202,0.0008498803,0.0003228644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002126228,0.000029503712,0.00025292108,0.000015005936,0.000010795544,0.000028511833,0.000039242375,0.99443805,0.0021018065,0.0016501698,0.00005851219,0.0013543359],"study_design_scores_gemma":[0.0000032697021,0.0000056378053,0.000085890424,0.0000015659979,0.0000020688606,0.0000043692735,0.000008289511,0.99913067,0.0004616277,0.0001875225,0.000106618994,0.0000025501354],"about_ca_topic_score_codex":0.017437754,"about_ca_topic_score_gemma":0.011752268,"teacher_disagreement_score":0.017437754,"about_ca_system_score_codex":0.0012278869,"about_ca_system_score_gemma":0.0011082217,"threshold_uncertainty_score":0.0346725},"labels":[],"label_agreement":null},{"id":"W2008258625","doi":"10.1016/j.cemconcomp.2014.05.008","title":"Development of a tribometer to characterize lubrication layer properties of self-consolidating concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Université de Sherbrooke","keywords":"Tribometer; Rheology; Lubrication; Materials science; Shearing (physics); Viscosity; Tribology; Self-consolidating concrete; Flow (mathematics); Composite material; Mechanics; Geotechnical engineering; Compressive strength; Engineering","score_opus":0.024920089875096977,"score_gpt":0.21178348713172868,"score_spread":0.1868633972566317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008258625","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8191794,0.00068153674,0.17588446,0.00014437333,0.00018932072,0.0003950169,0.0006148534,0.0013510131,0.0015599565],"genre_scores_gemma":[0.92016554,0.00025783892,0.076607466,0.00009413434,0.000026964952,0.00020643884,0.00041841995,0.00008771842,0.002135489],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986614,0.0001671137,0.00013118055,0.00018786947,0.0007542789,0.000098139106],"domain_scores_gemma":[0.99823064,0.0005297792,0.00015365615,0.0002469,0.00073320844,0.00010581854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010514755,0.00056622527,0.0005199971,0.0010707674,0.00038918905,0.0005681958,0.001352396,0.0007652434,0.00082889776],"category_scores_gemma":[0.002259082,0.00050788146,0.00032687798,0.00057678187,0.00039246937,0.0007164369,0.0005191705,0.0006693584,0.00036284042],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008779325,0.00009943545,0.0033955688,0.000057964735,0.000013921743,0.0000365487,0.000085295,0.00035366122,0.97993064,0.00028838724,0.00014143683,0.015509315],"study_design_scores_gemma":[0.000015692898,0.0003902801,0.0059572053,0.000004385912,0.000020130872,0.00013284375,0.000036916335,0.014694938,0.9769109,0.000040316325,0.0017732731,0.000022976084],"about_ca_topic_score_codex":0.0015187756,"about_ca_topic_score_gemma":0.0027526491,"teacher_disagreement_score":0.0015187756,"about_ca_system_score_codex":0.00043035892,"about_ca_system_score_gemma":0.0009691151,"threshold_uncertainty_score":0.0055607557},"labels":[],"label_agreement":null},{"id":"W2017961086","doi":"10.1016/j.cemconcomp.2013.12.003","title":"Nanoindentation study of calcium silicate hydrates in concrete produced with effective microorganisms-based bioplasticizer","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nanoindentation; Materials science; Indentation; Silicate; Calcium silicate hydrate; Calcium silicate; Compressive strength; Composite material; Cohesion (chemistry); Mineralogy; Chemical engineering; Cement; Chemistry","score_opus":0.008745819011514224,"score_gpt":0.2233295743929967,"score_spread":0.21458375538148247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017961086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99770576,0.00016254239,0.0013252704,0.00001667357,0.000008557498,0.0000043903733,0.00006331348,0.00001698755,0.000696529],"genre_scores_gemma":[0.99828064,0.00006851697,0.0007081569,0.0000096992835,0.000004276663,0.0000046137266,0.000053816275,0.0000046893415,0.00086559413],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990344,0.0000083413,0.0000064234923,0.000023382201,0.00004339595,0.000015042661],"domain_scores_gemma":[0.9997845,0.0000831386,0.00005248824,0.000015904625,0.000046176792,0.000017908638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013761276,0.00017598906,0.00010870115,0.00018415855,0.00014597429,0.00008903516,0.00018647524,0.00022461802,0.0014128926],"category_scores_gemma":[0.00016204797,0.000120621226,0.00019546827,0.000114326605,0.00020488925,0.00019888367,0.00008024503,0.0002531921,0.00015655543],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004027301,0.000011263527,0.00029460416,0.000014300856,0.000002359802,0.000038953916,0.000027585713,0.00017060728,0.99876225,0.000031894233,0.000011043797,0.00059486856],"study_design_scores_gemma":[0.0000030390033,0.00011746891,0.007757952,0.0000017784143,0.000005646078,0.00004309731,0.000049672297,0.0019228411,0.9897982,0.000021343423,0.00027385578,0.000005080155],"about_ca_topic_score_codex":0.000614111,"about_ca_topic_score_gemma":0.0013083615,"teacher_disagreement_score":0.0014128926,"about_ca_system_score_codex":0.00013841594,"about_ca_system_score_gemma":0.00006170919,"threshold_uncertainty_score":0.0047265887},"labels":[],"label_agreement":null},{"id":"W2018007850","doi":"10.1016/j.cemconcomp.2014.09.017","title":"Probabilistic numerical modelling of cracking in steel fibre reinforced concretes (SFRC) structures","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Numerical methods in engineering","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":"Polytechnique Montréal","funders":"","keywords":"Cracking; Materials science; Probabilistic logic; Ultimate tensile strength; Composite material; Bridging (networking); Structural engineering; Beam (structure); Computer simulation; Shear (geology); Computer science; Engineering","score_opus":0.017647635844484245,"score_gpt":0.2247852518085848,"score_spread":0.20713761596410055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018007850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57692325,0.0007473299,0.408564,0.00039107556,0.000063116604,0.000069122914,0.00015997104,0.000312807,0.0127693],"genre_scores_gemma":[0.98562384,0.00015290275,0.01229084,0.000011822742,0.000012173584,0.00002214216,0.000038000046,0.000030728712,0.0018174864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995635,0.0001327076,0.000021971735,0.0000579782,0.00017608386,0.000047748912],"domain_scores_gemma":[0.99874324,0.0007436737,0.00022873406,0.0000801691,0.00015657699,0.0000476677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007647229,0.00047485472,0.00059530686,0.00064307614,0.00055830856,0.00084221805,0.0012971306,0.0019371685,0.001170432],"category_scores_gemma":[0.0031294373,0.00080095354,0.00056580687,0.00051368144,0.0015670947,0.00086126203,0.0007625296,0.00063926174,0.00015134469],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007820265,0.0000072526827,0.00022849062,0.000011182223,0.0000030994838,0.000016537922,0.000014960314,0.99624085,0.0008387871,0.0017746678,0.000023560828,0.0008328262],"study_design_scores_gemma":[0.0000011729414,0.0000036941324,0.00014350403,0.0000014593511,0.0000011527211,0.0000063318757,0.000002584918,0.9992912,0.0001572657,0.0003476269,0.00004221059,0.0000018598431],"about_ca_topic_score_codex":0.012781045,"about_ca_topic_score_gemma":0.0112319235,"teacher_disagreement_score":0.012781045,"about_ca_system_score_codex":0.0007910505,"about_ca_system_score_gemma":0.000706304,"threshold_uncertainty_score":0.025413334},"labels":[],"label_agreement":null},{"id":"W2018515857","doi":"10.1016/j.cemconcomp.2009.04.013","title":"Reduction of ASR-expansion using powders ground from various sources of reactive aggregates","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto","keywords":"Fineness; Mortar; Aggregate (composite); Autoclave; Reactive material; Materials science; Mineralogy; Environmental science; Composite material; Chemistry; Metallurgy","score_opus":0.016528744058679247,"score_gpt":0.2374539346167265,"score_spread":0.22092519055804727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018515857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9891328,0.0008916264,0.0055828304,0.000071501156,0.000031513737,0.000033960474,0.00018044488,0.00008265426,0.0039927373],"genre_scores_gemma":[0.9926726,0.00058993034,0.0030378138,0.000028078173,0.000013566146,0.000014296875,0.00030886388,0.000036629433,0.0032980877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997148,0.00005147886,0.000017566053,0.000045186236,0.00010582721,0.000065138214],"domain_scores_gemma":[0.9999107,0.000028813849,0.00001958993,0.000012211098,0.000018525436,0.000010247532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033385883,0.000349355,0.0003863528,0.00023946026,0.00015786574,0.00021194233,0.00030527238,0.0003118725,0.0014401006],"category_scores_gemma":[0.0002508826,0.00013674852,0.00032661165,0.0002459358,0.00022108795,0.00027711003,0.00017579233,0.00042138886,0.00047521063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015144427,0.000029707886,0.00013134614,0.000060142727,0.000011279928,0.00005247828,0.00005778075,0.0001381219,0.9974256,0.000118522454,0.0000642677,0.0017592254],"study_design_scores_gemma":[0.0000034709667,0.00008241785,0.00043729148,0.0000014700558,0.000006926925,0.000028353597,0.0000131605475,0.00019830819,0.9987172,0.000010560748,0.00049937464,0.0000014746248],"about_ca_topic_score_codex":0.0007075115,"about_ca_topic_score_gemma":0.0019004107,"teacher_disagreement_score":0.0014401006,"about_ca_system_score_codex":0.00018076868,"about_ca_system_score_gemma":0.00020317496,"threshold_uncertainty_score":0.0048176646},"labels":[],"label_agreement":null},{"id":"W2020242546","doi":"10.1016/j.cemconcomp.2010.02.008","title":"Viscoelastic nature of calcium silicate hydrate","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Princeton University","keywords":"Viscoelasticity; Calcium silicate hydrate; Creep; Materials science; Hydrate; Stress relaxation; Saturation (graph theory); Cement; Silicate; Portland cement; Stress (linguistics); Water content; Calcium silicate; Composite material; Relaxation (psychology); Mineralogy; Thermodynamics; Geotechnical engineering; Chemistry; Geology; Organic chemistry; Mathematics","score_opus":0.00842505431769644,"score_gpt":0.23901311838500924,"score_spread":0.2305880640673128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020242546","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99826247,0.00016858382,0.00035765496,0.0000324577,0.0000067276596,0.0000026282228,0.000023779488,0.000009340056,0.0011363043],"genre_scores_gemma":[0.9990416,0.00008061417,0.00006933568,0.000009890642,0.000004615403,0.0000015176531,0.00003189081,0.0000024217775,0.00075799663],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999615,0.00000488976,0.0000015654269,0.000007898664,0.000012833434,0.000011326848],"domain_scores_gemma":[0.9998621,0.000052759915,0.00003960121,0.0000070369424,0.000018237251,0.0000203261],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000107282955,0.00012219626,0.000074275995,0.0003341059,0.00018575227,0.00020407954,0.00010767835,0.00010758886,0.0019238411],"category_scores_gemma":[0.00027305467,0.00015385964,0.00006706154,0.00013543475,0.00040046618,0.0002634103,0.0001483508,0.00024153544,0.00011859126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015162409,0.000018428289,0.0010135551,0.000031755833,0.0000060397856,0.00009470691,0.0001304144,0.0005383462,0.9947641,0.0012564241,0.00007483965,0.0019196835],"study_design_scores_gemma":[0.000036901856,0.0002906805,0.031120159,0.00001194252,0.000019596671,0.00025931667,0.0002786472,0.013713273,0.9513046,0.00075013086,0.0021800708,0.00003464054],"about_ca_topic_score_codex":0.00063169753,"about_ca_topic_score_gemma":0.0007191882,"teacher_disagreement_score":0.0019238411,"about_ca_system_score_codex":0.00015211612,"about_ca_system_score_gemma":0.00012657001,"threshold_uncertainty_score":0.006435871},"labels":[],"label_agreement":null},{"id":"W2024801069","doi":"10.1016/j.cemconcomp.2014.12.007","title":"Prediction of pumping pressure by means of new tribometer for highly-workable concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tribometer; Lubrication; Materials science; Tribology; Flow (mathematics); Volumetric flow rate; Layer (electronics); Rheology; Plug flow; Mechanical engineering; Composite material; Mechanics; Engineering","score_opus":0.015704633852241773,"score_gpt":0.20514892198528245,"score_spread":0.18944428813304068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024801069","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9173529,0.00023530658,0.07942615,0.00010822022,0.000101126905,0.000036629863,0.00018588346,0.0008364194,0.0017173508],"genre_scores_gemma":[0.9948683,0.000059460417,0.004680016,0.0000066150474,0.000011205777,0.000013438522,0.00004774135,0.000010472999,0.0003028188],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996076,0.00007549939,0.000018134633,0.00009464237,0.00016383926,0.00004030756],"domain_scores_gemma":[0.99946076,0.00027522954,0.000042972984,0.00006074442,0.00012640125,0.00003385014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033397914,0.0006075986,0.000564339,0.0004538666,0.00030883114,0.0004688359,0.00074689434,0.0010231069,0.0006176302],"category_scores_gemma":[0.0008517806,0.00040175958,0.00034577743,0.0003705047,0.00040667507,0.00065173703,0.00033904813,0.0005518818,0.00018894656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011476914,0.00059483724,0.056211468,0.000329626,0.00013343227,0.00043069076,0.00039057768,0.12315798,0.7235588,0.001565595,0.0013706064,0.091108665],"study_design_scores_gemma":[0.00003613072,0.00026278227,0.025775535,0.0000055414175,0.00003157427,0.00008849027,0.000038707047,0.88486826,0.08823601,0.00013454183,0.0004768732,0.000045553665],"about_ca_topic_score_codex":0.0022848935,"about_ca_topic_score_gemma":0.0021584877,"teacher_disagreement_score":0.0022848935,"about_ca_system_score_codex":0.00036186178,"about_ca_system_score_gemma":0.00044059724,"threshold_uncertainty_score":0.0045431852},"labels":[],"label_agreement":null},{"id":"W2024810861","doi":"10.1016/j.cemconcomp.2006.07.008","title":"FRP confined concrete columns: Behaviour under extreme conditions","year":2006,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":124,"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; Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Corrosion; Composite material; Reinforced concrete; Reinforcement; Structural engineering; Compression (physics); Engineering","score_opus":0.01415266682518493,"score_gpt":0.21192701186869706,"score_spread":0.19777434504351213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024810861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99922466,0.000039237213,0.00033012466,0.000006786281,0.0000016799,0.0000018973524,0.000036972575,0.000026909462,0.00033174746],"genre_scores_gemma":[0.99955267,0.000024109184,0.000087921115,0.0000035977796,0.0000012553239,0.0000017006591,0.00003861682,0.000005860298,0.0002842091],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986875,0.0000138789865,0.0000034015325,0.000027246733,0.00004057727,0.000046069305],"domain_scores_gemma":[0.99964964,0.00012149888,0.000051674906,0.000036907328,0.000057951023,0.00008233728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103118735,0.00017698208,0.00029454235,0.0001764471,0.000326084,0.0002994256,0.00030415624,0.00048312967,0.002686351],"category_scores_gemma":[0.0005410183,0.00021736528,0.00017478834,0.00019086157,0.0006099458,0.00031043642,0.00032739947,0.00042331053,0.00029751705],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011279323,0.00014558109,0.0041938275,0.000067218985,0.00002708136,0.0008320028,0.00036827257,0.01783332,0.9711306,0.00023851435,0.00024058229,0.0037950925],"study_design_scores_gemma":[0.000051150586,0.0021191828,0.10057144,0.00003215093,0.000049026694,0.0008253058,0.0010544538,0.090182915,0.80329025,0.00036910997,0.0013822551,0.000072876166],"about_ca_topic_score_codex":0.001962768,"about_ca_topic_score_gemma":0.0025061783,"teacher_disagreement_score":0.002686351,"about_ca_system_score_codex":0.00018173078,"about_ca_system_score_gemma":0.00013213468,"threshold_uncertainty_score":0.0089867115},"labels":[],"label_agreement":null},{"id":"W2029499281","doi":"10.1016/j.cemconcomp.2012.10.003","title":"Effects of elevated temperature on near surface mounted and externally bonded FRP strengthening systems for concrete","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":97,"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":"Ove Arup Foundation; Royal Academy of Engineering; Natural Sciences and Engineering Research Council of Canada; Government of Canada","keywords":"Fibre-reinforced plastic; Embedment; Materials science; Composite material; Adhesive; Reinforcement; Polymer; Concrete cover; Structural engineering; Glass transition; Layer (electronics); Engineering","score_opus":0.007010608489796579,"score_gpt":0.2165996028653481,"score_spread":0.20958899437555153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029499281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999038,0.0001860399,0.00028182313,0.000011600733,0.000015757614,0.0000053351287,0.000042158867,0.000015744381,0.0004036462],"genre_scores_gemma":[0.99944216,0.00006797284,0.00015130926,0.000007058919,0.000004877089,0.000002411605,0.000027333204,0.00001174374,0.00028509303],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979824,0.000036926653,0.000014179285,0.000039914285,0.0000492574,0.000061558305],"domain_scores_gemma":[0.9992083,0.00033694998,0.00013265588,0.000078440265,0.00017090514,0.00007276489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002458329,0.00029476313,0.00038319716,0.00013309243,0.00032032517,0.0004083669,0.0002995261,0.0003009094,0.0034875283],"category_scores_gemma":[0.0011794976,0.00025020083,0.00030785575,0.00016397706,0.0006161788,0.00044958043,0.00027670452,0.0003960589,0.0003485697],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0081977,0.00022021198,0.0016430272,0.00016351021,0.000034163695,0.00019695822,0.00020794544,0.005151111,0.9793419,0.00017390771,0.00012430757,0.0045452244],"study_design_scores_gemma":[0.000054718155,0.0019126774,0.007333259,0.000011624997,0.000067297035,0.000047633173,0.000114822615,0.0041786702,0.98583764,0.000043204254,0.00037946663,0.000018864588],"about_ca_topic_score_codex":0.0015091534,"about_ca_topic_score_gemma":0.002806968,"teacher_disagreement_score":0.0034875283,"about_ca_system_score_codex":0.00046821445,"about_ca_system_score_gemma":0.00025701305,"threshold_uncertainty_score":0.011666954},"labels":[],"label_agreement":null},{"id":"W2030671187","doi":"10.1016/j.cemconcomp.2013.11.001","title":"Comparative studies of experimental and numerical techniques in measurement of corrosion rate and time-to-corrosion-initiation of rebar in concrete in marine environments","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"University of Tehran","keywords":"Splash; Rebar; Corrosion; Macrocell; Service life; Materials science; Geotechnical engineering; Metallurgy; Cathodic protection; Submarine pipeline; Geology; Composite material; Engineering; Mechanical engineering; Anode","score_opus":0.02463461676242614,"score_gpt":0.25060374181116324,"score_spread":0.2259691250487371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030671187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92937607,0.0017209271,0.066485174,0.000043218424,0.00007270197,0.000098760735,0.00021072051,0.00010799544,0.0018845851],"genre_scores_gemma":[0.95046055,0.0015221011,0.04653061,0.000020434922,0.000039143724,0.00012777577,0.00013038814,0.00005318903,0.001115942],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977272,0.0007810846,0.00019646795,0.00031061962,0.00087948097,0.00010516934],"domain_scores_gemma":[0.9917182,0.0051602772,0.0007302661,0.00082439877,0.0014576218,0.00010921493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002973097,0.0006203191,0.0003905871,0.0008919618,0.0004422265,0.00038793372,0.00126258,0.00087516534,0.00085777114],"category_scores_gemma":[0.0073460145,0.0005029459,0.0004889945,0.0011162636,0.0010515547,0.00067823543,0.00047038475,0.000441714,0.00020405503],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015022677,0.00075606443,0.010073002,0.0006024733,0.00005153785,0.00012602587,0.0008999811,0.002253655,0.95818776,0.0006727896,0.00007130336,0.02480311],"study_design_scores_gemma":[0.00006471186,0.0022707565,0.02778126,0.000028580149,0.000106813684,0.0005292666,0.00026120225,0.010390528,0.9571825,0.0001674461,0.0011647642,0.00005218035],"about_ca_topic_score_codex":0.0020836052,"about_ca_topic_score_gemma":0.0035510762,"teacher_disagreement_score":0.002973097,"about_ca_system_score_codex":0.00043903737,"about_ca_system_score_gemma":0.00040916025,"threshold_uncertainty_score":0.015723407},"labels":[],"label_agreement":null},{"id":"W2031374986","doi":"10.1016/j.cemconcomp.2005.03.012","title":"Variation of strength and stiffness of fibre reinforced polymer reinforcing bars with temperature","year":2005,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":108,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Reinforcement; Composite material; Ultimate tensile strength; Stiffness; Polyester; Structural engineering; Engineering","score_opus":0.004640443163575761,"score_gpt":0.18770869458112546,"score_spread":0.1830682514175497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031374986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975827,0.00020660437,0.0011104194,0.00001939661,0.000008815357,0.000004250366,0.00008870744,0.000055580724,0.000923532],"genre_scores_gemma":[0.9989182,0.00005853482,0.000196446,0.0000047633125,0.0000032537598,0.0000025552501,0.00005527708,0.000015812218,0.00074518454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998597,0.000019421796,0.0000054551415,0.00002750975,0.000049599927,0.000038330447],"domain_scores_gemma":[0.9983063,0.0008757159,0.00028622538,0.00010733994,0.00029549396,0.0001289965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020706293,0.0002300777,0.0001894244,0.0002886527,0.00016433002,0.00024176906,0.00027647166,0.00034381045,0.0019352703],"category_scores_gemma":[0.00097343343,0.00035966994,0.00021630799,0.00018769216,0.0005250463,0.00025933422,0.00012181269,0.00047020544,0.00053151854],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063573656,0.000043480934,0.0021365606,0.000034715318,0.00001989222,0.00010553697,0.00009807395,0.004238016,0.9900441,0.0001655594,0.000082005856,0.0023961898],"study_design_scores_gemma":[0.00001553552,0.0003717745,0.037685107,0.000007985432,0.00003123872,0.00015781501,0.000058807625,0.017607706,0.94353116,0.0000974485,0.0004101366,0.000025312995],"about_ca_topic_score_codex":0.0014013228,"about_ca_topic_score_gemma":0.0022254188,"teacher_disagreement_score":0.0019352703,"about_ca_system_score_codex":0.00029452718,"about_ca_system_score_gemma":0.000248515,"threshold_uncertainty_score":0.0064741373},"labels":[],"label_agreement":null},{"id":"W2035188679","doi":"10.1016/j.cemconcomp.2009.06.004","title":"Sustainability of Civil Engineering Structures – Durability of concrete","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Geotechnical and construction materials studies","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":"McMaster University","funders":"","keywords":"Durability; Sustainability; Natural materials; Biopolymer; Compatibility (geochemistry); Environmental science; Toughness; Civil engineering; Materials science; Composite material; Polymer; Ecology; Engineering; Polymer science","score_opus":0.004826468133407543,"score_gpt":0.18942328895254987,"score_spread":0.18459682081914233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035188679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94913244,0.0033013267,0.007006687,0.00083906896,0.000013093086,0.000012610929,0.00008733482,0.000010686224,0.03959677],"genre_scores_gemma":[0.99778867,0.0005969755,0.0002660952,0.000012378133,0.0000063378275,0.0000015535691,0.000022938675,0.0000037537138,0.0013012951],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945647,0.00016806633,0.000024113373,0.00006296114,0.00018803914,0.00010047114],"domain_scores_gemma":[0.9990621,0.00033337687,0.00023918072,0.00009248046,0.00019466034,0.00007830338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073458755,0.0002783089,0.00019078588,0.0008529067,0.00040569616,0.0010108791,0.00036048764,0.0006053495,0.002777546],"category_scores_gemma":[0.0019549737,0.00018962065,0.00024731137,0.00091764744,0.0012082797,0.0016629962,0.00082960626,0.00039809142,0.00027579113],"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":[0.00025105584,0.00056042173,0.24670157,0.00059358333,0.00029794333,0.0021226082,0.0030269285,0.11744988,0.039656498,0.3625879,0.0022186006,0.22453308],"study_design_scores_gemma":[0.000024902207,0.001074043,0.35762337,0.0003718876,0.00022595974,0.004153526,0.01269403,0.0664951,0.047074627,0.45377186,0.056408532,0.00008214363],"about_ca_topic_score_codex":0.0038809099,"about_ca_topic_score_gemma":0.0055403197,"teacher_disagreement_score":0.0038809099,"about_ca_system_score_codex":0.0011090238,"about_ca_system_score_gemma":0.0011106778,"threshold_uncertainty_score":0.009291828},"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":"W2037264809","doi":"10.1016/j.cemconcomp.2010.09.013","title":"Pozzolanic properties of fine and coarse color-mixed glass cullet","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":265,"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":"Glass recycling; Pozzolan; Fineness; Pozzolanic activity; Materials science; Compressive strength; Pozzolanic reaction; Composite material; Mortar; Dilatometer; Mineralogy; Cement; Portland cement; Chemistry","score_opus":0.013266923278543405,"score_gpt":0.1758614152605219,"score_spread":0.1625944919819785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037264809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99860245,0.00008446923,0.0001662095,0.0000040466307,0.0000026870823,0.0000034118516,0.00008670051,0.0000064394812,0.0010435444],"genre_scores_gemma":[0.9982109,0.000039466086,0.00008768293,0.0000051877805,0.0000011006558,0.0000017178997,0.00014274809,0.000006483533,0.0015048562],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988556,0.0000120109025,0.0000057153593,0.000022140362,0.00004429,0.000030194109],"domain_scores_gemma":[0.9998229,0.000048427268,0.000030841864,0.000012345379,0.000051256426,0.000034178414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017257848,0.00019870399,0.00011370375,0.0006302095,0.00023317365,0.00036322043,0.00021616778,0.00017551481,0.003623343],"category_scores_gemma":[0.00038259325,0.00011562327,0.00014499034,0.0004005519,0.0002603291,0.00028719121,0.0001869971,0.00022020622,0.00036298315],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017498449,0.000074176445,0.010067457,0.000063487874,0.000016402057,0.00016876386,0.00017412798,0.0014417935,0.97673243,0.0005505291,0.00020448024,0.008756591],"study_design_scores_gemma":[0.000032875203,0.0007590739,0.07918274,0.000011087474,0.000047391153,0.00017257305,0.0004203211,0.004143646,0.9126039,0.00009949849,0.0024943952,0.00003234781],"about_ca_topic_score_codex":0.004969219,"about_ca_topic_score_gemma":0.0061105075,"teacher_disagreement_score":0.004969219,"about_ca_system_score_codex":0.00021309814,"about_ca_system_score_gemma":0.00018217006,"threshold_uncertainty_score":0.01212126},"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":"W2046504926","doi":"10.1016/j.cemconcomp.2005.06.003","title":"Attack of cement pastes exposed to organic acids in manure","year":2005,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":117,"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":"Cement; Acetic acid; Portland cement; Effluent; Manure; Silica fume; Butyric acid; Silage; Chemical composition; Lactic acid; Chemistry; Materials science; Pulp and paper industry; Waste management; Metallurgy; Agronomy; Organic chemistry; Food science","score_opus":0.01870721858350446,"score_gpt":0.24183664854362924,"score_spread":0.22312942996012478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046504926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985238,0.00027429915,0.00023073735,0.000013453753,0.000010592914,0.000006130556,0.000058712936,0.0000071082336,0.0008751644],"genre_scores_gemma":[0.9982358,0.00015076401,0.00019902598,0.000010746402,0.00000619625,0.000002882123,0.000089193454,0.000006674419,0.0012985929],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998036,0.000023947958,0.000009335734,0.000032471125,0.00004652152,0.00008424361],"domain_scores_gemma":[0.9998185,0.00006601819,0.00003353836,0.00001878141,0.000030302854,0.000032902157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016896581,0.00032602833,0.00032878952,0.00021487894,0.00025122534,0.00033103174,0.00023078997,0.00044185718,0.0020282846],"category_scores_gemma":[0.000295203,0.0001997436,0.00023343567,0.00013867077,0.0003415175,0.0002493768,0.0002085794,0.00033093046,0.0003198738],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050092785,0.000017494363,0.00039996582,0.000029049375,0.0000073314795,0.000118619086,0.00003595027,0.00007280564,0.99816555,0.000049757306,0.000016335973,0.0005861946],"study_design_scores_gemma":[0.000011570621,0.0002726988,0.00541055,0.0000036222625,0.000010124136,0.000100432095,0.000078940495,0.0003586805,0.9932985,0.000032937467,0.00041857144,0.0000033359318],"about_ca_topic_score_codex":0.0017192028,"about_ca_topic_score_gemma":0.0016272306,"teacher_disagreement_score":0.0020282846,"about_ca_system_score_codex":0.00024162572,"about_ca_system_score_gemma":0.00021779099,"threshold_uncertainty_score":0.0067852736},"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":"W2048776629","doi":"10.1016/j.cemconcomp.2008.12.011","title":"The utilization of recycled concrete aggregate to produce controlled low-strength materials without using Portland cement","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Recycled Aggregate Concrete Performance","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":"Toronto Metropolitan University","funders":"","keywords":"Fly ash; Portland cement; Materials science; Compressive strength; Aggregate (composite); Calcium hydroxide; Pozzolan; Pozzolanic reaction; Slag (welding); Cement; Pozzolanic activity; Hardening (computing); Metallurgy; Composite material; Waste management; Chemical engineering; Engineering","score_opus":0.015164849780826314,"score_gpt":0.24028854761492116,"score_spread":0.22512369783409486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048776629","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927134,0.00030352958,0.0054943217,0.000019216637,0.00001618598,0.00002024425,0.000075862496,0.00015035724,0.0012068587],"genre_scores_gemma":[0.994592,0.00013399724,0.004027294,0.000009047932,0.0000024744777,0.000007833649,0.000056705652,0.000029665838,0.0011409175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985325,0.000016367589,0.000011124352,0.000037890182,0.000055588833,0.000025842903],"domain_scores_gemma":[0.99981266,0.00003541796,0.000065632616,0.000028769893,0.000030747542,0.00002675332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024305066,0.0005197553,0.0002259321,0.0003219085,0.00017097122,0.0003550182,0.00029118315,0.0002642361,0.00086646224],"category_scores_gemma":[0.00022661235,0.00017819703,0.0002650503,0.0002627802,0.00028029273,0.00036044605,0.00019701436,0.00042282962,0.00028703135],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047776706,0.00003840537,0.00010690811,0.000026806134,0.0000039601655,0.00003279339,0.00001383117,0.00038428456,0.9978409,0.00008977471,0.00001095888,0.0014036405],"study_design_scores_gemma":[0.0000024993942,0.00008225473,0.0003175713,0.0000010025335,0.0000061641817,0.00002059086,0.000003497481,0.00049727916,0.99884915,0.0000069165517,0.0002104157,0.0000025131853],"about_ca_topic_score_codex":0.00090249395,"about_ca_topic_score_gemma":0.0039290385,"teacher_disagreement_score":0.00090249395,"about_ca_system_score_codex":0.00026443618,"about_ca_system_score_gemma":0.0003188362,"threshold_uncertainty_score":0.0028986335},"labels":[],"label_agreement":null},{"id":"W2056148193","doi":"10.1016/j.cemconcomp.2009.05.008","title":"Nonlinear relationships between parameters of simplified diffusion-based model for service life design of concrete structures exposed to chlorides","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Service life; Corrosion; Durability; Concrete cover; Chloride; Diffusion; Materials science; Nonlinear system; Cover (algebra); Structural engineering; Reinforced concrete; Composite material; Metallurgy; Engineering; Mechanical engineering; Thermodynamics","score_opus":0.07029062969392245,"score_gpt":0.2527514200598119,"score_spread":0.1824607903658894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056148193","genre_codex":"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":[0.2672023,0.00044157694,0.7212005,0.00026438115,0.00005290775,0.00007672746,0.00024478033,0.00033804288,0.010178712],"genre_scores_gemma":[0.9881991,0.0001711576,0.005971544,0.00002163576,0.000009336741,0.00006302917,0.00012121472,0.00004209505,0.0054009045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998166,0.000040884108,0.000008244474,0.00004806898,0.000056331195,0.000029857045],"domain_scores_gemma":[0.9996798,0.0001253683,0.000053952743,0.000019697816,0.00010601866,0.000015095827],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029646713,0.00068843813,0.000791217,0.0004183661,0.0003941292,0.00071806705,0.0012105013,0.0012758888,0.0018440973],"category_scores_gemma":[0.0010595472,0.0006714848,0.00069210527,0.0002822576,0.0005207505,0.00073078356,0.00046665006,0.00065679994,0.00038770764],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014759418,0.000007575647,0.0002146116,0.000013714442,0.0000044674925,0.000017096114,0.000016219155,0.99615884,0.0017007123,0.0006877996,0.000049287566,0.0011148907],"study_design_scores_gemma":[0.0000016988407,0.0000039343545,0.00007705925,8.7049847e-7,0.0000029560629,0.0000034181614,0.0000024779022,0.99943656,0.00025467842,0.00016158099,0.00005244546,0.0000023270986],"about_ca_topic_score_codex":0.014905657,"about_ca_topic_score_gemma":0.009850497,"teacher_disagreement_score":0.014905657,"about_ca_system_score_codex":0.0011903429,"about_ca_system_score_gemma":0.00085824076,"threshold_uncertainty_score":0.029637814},"labels":[],"label_agreement":null},{"id":"W2056930371","doi":"10.1016/j.cemconcomp.2012.06.003","title":"The mechanical, transport and thermal properties of mortar and concrete containing waste cork","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Plant Surface Properties and Treatments","field":"Agricultural and Biological Sciences","cited_by":152,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cork; Mortar; Materials science; Durability; Composite material; Permeability (electromagnetism); Air permeability specific surface; Moisture; Chemistry","score_opus":0.024986872589403627,"score_gpt":0.1845596381857219,"score_spread":0.15957276559631828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056930371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994006,0.000090024514,0.00010880508,0.000006174229,0.000002794235,0.000002805682,0.00006713817,0.0000040885166,0.0003175667],"genre_scores_gemma":[0.9987172,0.00004698397,0.00007563484,0.000004109644,0.0000018109762,0.0000020215234,0.00010979352,0.0000051841093,0.001037315],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998011,0.000027440747,0.000013941668,0.00003270662,0.00006758342,0.00005729034],"domain_scores_gemma":[0.99960047,0.00013316765,0.00008701042,0.000026168256,0.00010282708,0.000050428032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028055956,0.00032395,0.00016377377,0.00043373447,0.00036662992,0.00027966464,0.00024088759,0.0003038632,0.0019038336],"category_scores_gemma":[0.0005884015,0.0002257142,0.00029352924,0.00035937465,0.0004867145,0.0003316006,0.00013886899,0.00037629248,0.0002780734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010410321,0.000082997,0.006501374,0.000048796726,0.000014914527,0.00012802269,0.00011165613,0.001208033,0.98829937,0.00015388898,0.000063161446,0.0023466856],"study_design_scores_gemma":[0.00001326233,0.0012840079,0.115843385,0.0000070897745,0.00003653468,0.00018791894,0.00032526365,0.0037870887,0.8775306,0.000101111356,0.000861535,0.000022205224],"about_ca_topic_score_codex":0.008397311,"about_ca_topic_score_gemma":0.013494632,"teacher_disagreement_score":0.008397311,"about_ca_system_score_codex":0.00053628074,"about_ca_system_score_gemma":0.0004391079,"threshold_uncertainty_score":0.01669687},"labels":[],"label_agreement":null},{"id":"W2059522528","doi":"10.1016/s0958-9465(01)00088-9","title":"Ettringite and thaumasite formation in laboratory concretes prepared using sulfate-resisting cements","year":2002,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Ettringite; Sulfate; Materials science; Cement; Portland cement; Microstructure; Composite material; Mineralogy; Chemical engineering; Metallurgy; Geology","score_opus":0.03087819369312058,"score_gpt":0.23561817913851474,"score_spread":0.20473998544539415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059522528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99923813,0.00013707783,0.0002669014,0.000005282974,0.000005224524,0.0000059985327,0.00003695658,0.000009433112,0.00029496165],"genre_scores_gemma":[0.9991391,0.000090146124,0.0002833285,0.0000037112843,0.0000032300336,0.0000050885105,0.000046541347,0.0000036659694,0.000425102],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997303,0.000053047283,0.000026886642,0.0000568895,0.00006418991,0.000068571986],"domain_scores_gemma":[0.9994948,0.00017750381,0.00013302032,0.000051757892,0.000059511298,0.00008345215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004486606,0.00047263026,0.00037003544,0.0004176091,0.00027213828,0.00032201534,0.0003002961,0.00039937964,0.0012438484],"category_scores_gemma":[0.0005338969,0.00032201043,0.00027774376,0.00023389842,0.00072948873,0.0003453864,0.00023819966,0.000480547,0.00015549498],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007744438,0.00007092995,0.0009268578,0.000043343185,0.000011977536,0.00010315327,0.00006559397,0.00043191444,0.99688256,0.00015069378,0.000012125753,0.0005263758],"study_design_scores_gemma":[0.0000298228,0.00054728036,0.0050412132,0.000004612088,0.000020150557,0.00007042202,0.00005876657,0.0008088834,0.9932094,0.00004330225,0.000158299,0.000007825924],"about_ca_topic_score_codex":0.0026913546,"about_ca_topic_score_gemma":0.0033508393,"teacher_disagreement_score":0.0026913546,"about_ca_system_score_codex":0.00036851657,"about_ca_system_score_gemma":0.00040863207,"threshold_uncertainty_score":0.005351305},"labels":[],"label_agreement":null},{"id":"W2062548517","doi":"10.1016/s0958-9465(02)00101-4","title":"Shear strength of Portland cement grout","year":2002,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Grout; Portland cement; Shear (geology); Direct shear test; Materials science; Geotechnical engineering; Composite material; Residual strength; Cracking; Cement; Shear strength (soil); Structural engineering; Geology; Engineering","score_opus":0.012484075987887155,"score_gpt":0.18060159961552533,"score_spread":0.16811752362763818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062548517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985121,0.00005883674,0.00012439035,0.0000058178925,0.0000020250345,0.0000018395469,0.000094355346,0.000010765966,0.001189834],"genre_scores_gemma":[0.9971105,0.00005708916,0.000105993946,0.000011259881,0.000001588842,0.0000018832444,0.00022103512,0.000009698509,0.0024810925],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999049,0.0000073434007,0.0000046616815,0.000019098152,0.00004340599,0.000020670517],"domain_scores_gemma":[0.99972683,0.000070282425,0.000059174028,0.000017232696,0.000076912525,0.00004959523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017995454,0.00028519257,0.00012691758,0.00048001623,0.00019069221,0.00030292402,0.00019619068,0.00022220123,0.006892803],"category_scores_gemma":[0.00037714108,0.00019533487,0.00014363835,0.0002670122,0.00025546318,0.00032802526,0.00019938797,0.00024555015,0.0008099006],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011286517,0.00012658085,0.024701746,0.000066537665,0.00003003435,0.00048729486,0.0002514328,0.0021146394,0.95902103,0.000593848,0.00029466653,0.011183497],"study_design_scores_gemma":[0.000023802895,0.0009850517,0.27586228,0.000023024704,0.00005522255,0.00034568465,0.0004114062,0.0074067493,0.7120656,0.00022531518,0.0025582898,0.00003761443],"about_ca_topic_score_codex":0.003224159,"about_ca_topic_score_gemma":0.006932825,"teacher_disagreement_score":0.006892803,"about_ca_system_score_codex":0.00022336525,"about_ca_system_score_gemma":0.00019249675,"threshold_uncertainty_score":0.023058712},"labels":[],"label_agreement":null},{"id":"W2064207613","doi":"10.1016/j.cemconcomp.2007.09.003","title":"Evolution of mechanical properties of concrete containing ground granulated blast furnace slag and effects on the scaling resistance test at 28 days","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":193,"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":"Ground granulated blast-furnace slag; Compressive strength; Materials science; Cement; Curing (chemistry); Composite material; Properties of concrete; Water content; Slag (welding); Metallurgy; Geotechnical engineering; Geology","score_opus":0.014067147225216852,"score_gpt":0.2115352263311506,"score_spread":0.19746807910593375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064207613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998495,0.00013394571,0.00030879478,0.00001623225,0.000011824552,0.000012400772,0.00024458612,0.000037064612,0.0007402524],"genre_scores_gemma":[0.9976756,0.00006145046,0.0003352457,0.000014519116,0.0000036024696,0.000009157057,0.00029793553,0.000014394001,0.0015880622],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966073,0.00004009879,0.00002689026,0.00007003444,0.00012566743,0.000076469645],"domain_scores_gemma":[0.9992176,0.00026982164,0.00013899151,0.00006917206,0.00015858926,0.00014584522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030684573,0.00042787407,0.0003518115,0.00031567487,0.00025066762,0.00024705825,0.0002717079,0.0005034028,0.0025635506],"category_scores_gemma":[0.0007098169,0.00030265728,0.00037986191,0.00028478145,0.00043866987,0.00032102005,0.00019070623,0.00056656974,0.00046185122],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008868927,0.00013565771,0.0015357423,0.000020580834,0.000012654068,0.00010018591,0.00008045145,0.00023030379,0.9957327,0.000028611534,0.000051811316,0.0011842775],"study_design_scores_gemma":[0.000016801063,0.0022903266,0.05207722,0.0000044296976,0.000032148753,0.00007811152,0.00011529502,0.00096716586,0.943921,0.000032304877,0.00044624056,0.000018932597],"about_ca_topic_score_codex":0.0025116187,"about_ca_topic_score_gemma":0.004198843,"teacher_disagreement_score":0.0025635506,"about_ca_system_score_codex":0.00031642301,"about_ca_system_score_gemma":0.00030389102,"threshold_uncertainty_score":0.008575857},"labels":[],"label_agreement":null},{"id":"W2068104532","doi":"10.1016/j.cemconcomp.2008.10.005","title":"Corrosion resistance of self-consolidating concrete in full-scale reinforced beams","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Corrosion; Materials science; Spall; Rebar; Cracking; Composite material; Metallurgy; Epoxy; Chloride; Steel bar","score_opus":0.009506607830112607,"score_gpt":0.1986907453430712,"score_spread":0.1891841375129586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068104532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990858,0.00018582414,0.00035923117,0.00000796468,0.0000032824769,0.000002174577,0.000019581703,0.00001291288,0.00032308043],"genre_scores_gemma":[0.9989649,0.00007713837,0.00016064265,0.00000332079,0.000001435093,0.0000011768941,0.000028536355,0.000003485928,0.00075931445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980956,0.000025137542,0.0000067025485,0.000036170866,0.00008110621,0.000041449977],"domain_scores_gemma":[0.9996747,0.000101994454,0.00004425258,0.00002868779,0.00012698428,0.000023440387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029430236,0.00020220442,0.00030569645,0.00024455623,0.00019975637,0.00024340452,0.0003611751,0.00032558976,0.0011583942],"category_scores_gemma":[0.00053864776,0.00020376532,0.00019771028,0.00013472799,0.00030335464,0.0002393345,0.00014187231,0.00026273134,0.00021458778],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047601497,0.00007412695,0.004536037,0.00007705381,0.000022727614,0.00013407636,0.00018468814,0.010141863,0.9777605,0.0002677703,0.00020195272,0.0061231684],"study_design_scores_gemma":[0.000032236418,0.001018554,0.044270508,0.000012929618,0.000051989766,0.00025106262,0.00026526756,0.06601784,0.8870366,0.00011930178,0.0008984692,0.000025147778],"about_ca_topic_score_codex":0.00586985,"about_ca_topic_score_gemma":0.007570596,"teacher_disagreement_score":0.00586985,"about_ca_system_score_codex":0.00045686954,"about_ca_system_score_gemma":0.00023621417,"threshold_uncertainty_score":0.011671364},"labels":[],"label_agreement":null},{"id":"W2068915469","doi":"10.1016/j.cemconcomp.2012.12.001","title":"Impact of metakaolin characteristics on the rheological properties of mortar in the fresh state","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":117,"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 Ethnic Affairs Commission of the People's Republic of China","keywords":"Metakaolin; Rheology; Materials science; Calcination; Mortar; Cement; Composite material; Viscosity; Slump; Mineralogy; Chemistry","score_opus":0.04366444033775139,"score_gpt":0.25898166105688447,"score_spread":0.2153172207191331,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068915469","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99916327,0.00012958892,0.000128316,0.0000097636885,0.000005513534,0.0000031245338,0.000044675107,0.000008353946,0.00050752476],"genre_scores_gemma":[0.9995578,0.000038160637,0.000031105792,0.000005607777,0.0000014820607,9.694559e-7,0.00003343191,0.000008124977,0.00032331413],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998753,0.000022553677,0.000008801397,0.000026394184,0.000026212123,0.000040645857],"domain_scores_gemma":[0.99939847,0.0002462026,0.0000880119,0.000032465832,0.000096140706,0.00013866276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020953458,0.00023852783,0.00023998527,0.0003051752,0.000315375,0.00067172456,0.00018339053,0.00023470198,0.003345631],"category_scores_gemma":[0.00079305214,0.00024233216,0.00017905289,0.00024584227,0.00051627547,0.00056412705,0.00019719519,0.000390559,0.0004139819],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031072027,0.00012033154,0.004825593,0.000056272325,0.000024708672,0.00017910497,0.00016816724,0.0005198394,0.9886761,0.00015913193,0.000064844884,0.002098565],"study_design_scores_gemma":[0.000031247808,0.00097313244,0.042531773,0.000009911301,0.00005529198,0.00010088272,0.00034989673,0.0018633757,0.9531631,0.00009173588,0.00080340833,0.000026215905],"about_ca_topic_score_codex":0.002144556,"about_ca_topic_score_gemma":0.0041789627,"teacher_disagreement_score":0.003345631,"about_ca_system_score_codex":0.00031185022,"about_ca_system_score_gemma":0.0003350721,"threshold_uncertainty_score":0.011192262},"labels":[],"label_agreement":null},{"id":"W2071603740","doi":"10.1016/j.cemconcomp.2012.05.003","title":"Structural performance of shear-critical RC deep beams with corroded longitudinal steel reinforcement","year":2012,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University of Waterloo; University of Engineering and Technology, Lahore","keywords":"Corrosion; Materials science; Reinforcement; Shear (geology); Structural engineering; Reinforced concrete; Bending; Composite material; Arch; Fibre-reinforced plastic; Engineering","score_opus":0.014355179119787849,"score_gpt":0.21965021154263065,"score_spread":0.2052950324228428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071603740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999257,0.000040840616,0.00032241672,0.0000053530016,0.0000032395778,0.0000021297565,0.00003545098,0.000025301602,0.00030830776],"genre_scores_gemma":[0.9988726,0.000028528058,0.00020621008,0.000004363569,9.321682e-7,0.0000017326004,0.00004010383,0.000005415267,0.0008400595],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997489,0.000028154867,0.000012705942,0.000044105615,0.00010585282,0.000060244653],"domain_scores_gemma":[0.99913496,0.00026873976,0.0001071819,0.00008395364,0.00027303796,0.00013218597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041182924,0.0004949018,0.00040893172,0.00035522165,0.00033756244,0.00024981302,0.0007133061,0.0005864769,0.0027923363],"category_scores_gemma":[0.0008032163,0.00035119226,0.00027028506,0.00022305473,0.00048925396,0.000271121,0.00028336525,0.00027808294,0.000500235],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016108962,0.00012020521,0.0058717476,0.00008008669,0.000036769732,0.00022066552,0.00024572734,0.02363471,0.96215016,0.00020094373,0.00018573538,0.0056423773],"study_design_scores_gemma":[0.00006637211,0.0029946456,0.036508456,0.000021089865,0.0000940572,0.00020225746,0.00032770427,0.06268954,0.89633095,0.00006923956,0.00066239573,0.00003328928],"about_ca_topic_score_codex":0.0052400646,"about_ca_topic_score_gemma":0.007716715,"teacher_disagreement_score":0.0052400646,"about_ca_system_score_codex":0.0004750795,"about_ca_system_score_gemma":0.00043968906,"threshold_uncertainty_score":0.01041913},"labels":[],"label_agreement":null},{"id":"W2071689055","doi":"10.1016/j.cemconcomp.2006.11.004","title":"A model for prediction of time from corrosion initiation to corrosion cracking","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":472,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Cracking; Ultimate tensile strength; Internal pressure; Composite material; Steel bar; Stirrup; Bar (unit); Concrete cover; Metallurgy; Structural engineering; Engineering; Geology","score_opus":0.022932426578373962,"score_gpt":0.2333750941141456,"score_spread":0.21044266753577162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071689055","genre_codex":"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":[0.31740624,0.0008951802,0.6704124,0.0007234376,0.00024854238,0.00008817128,0.0011156406,0.0017732073,0.007337068],"genre_scores_gemma":[0.97446513,0.00028105231,0.017990425,0.00005365932,0.000052236755,0.000094312105,0.00046283595,0.00009453489,0.006505838],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998491,0.000026880147,0.000008169378,0.00005515564,0.000026829874,0.000033868462],"domain_scores_gemma":[0.9989728,0.00069819984,0.00009429263,0.000036287198,0.00013863806,0.00005977005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006023817,0.0008679351,0.0011372372,0.0005376737,0.00052649365,0.0008953716,0.0013848626,0.002394609,0.0031623],"category_scores_gemma":[0.0023892042,0.0006904662,0.0006924252,0.00046628836,0.000575729,0.0008736548,0.00048737164,0.0010273644,0.00063424575],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002291015,0.000014598717,0.00030176135,0.000010326907,0.000007124332,0.000016706175,0.000005984454,0.9965185,0.00047386804,0.00051441084,0.00014851124,0.0019651656],"study_design_scores_gemma":[0.0000032263154,0.000004973211,0.00006021349,6.1368536e-7,0.0000028075285,0.0000020768412,6.061558e-7,0.9996101,0.00009729153,0.00017456681,0.000041886364,0.0000015917545],"about_ca_topic_score_codex":0.030455705,"about_ca_topic_score_gemma":0.010524522,"teacher_disagreement_score":0.030455705,"about_ca_system_score_codex":0.001082641,"about_ca_system_score_gemma":0.0011118423,"threshold_uncertainty_score":0.06055689},"labels":[],"label_agreement":null},{"id":"W2071986724","doi":"10.1016/j.cemconcomp.2008.02.001","title":"Influence of a fine glass powder on the durability characteristics of concrete and its comparison to fly ash","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":382,"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":"Graymont","keywords":"Fly ash; Durability; Sorptivity; Materials science; Cement; Composite material; Moisture; Curing (chemistry); Compressive strength","score_opus":0.023786448468630997,"score_gpt":0.2461756720942135,"score_spread":0.2223892236255825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071986724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984061,0.0006102385,0.00036596594,0.000017026488,0.000017950384,0.0000060304847,0.00006429468,0.000018989094,0.00049341883],"genre_scores_gemma":[0.99877506,0.0002421173,0.00023300786,0.000012574885,0.000009875939,0.0000023607508,0.000052860414,0.000013911538,0.00065820647],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998005,0.000033840148,0.000021346175,0.00003782695,0.00006181081,0.000044695844],"domain_scores_gemma":[0.99919635,0.000419962,0.00010361893,0.00007083348,0.00010228231,0.00010689041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002176799,0.00027489412,0.00035724556,0.00025356776,0.00024876365,0.00042417154,0.00022587956,0.00043327798,0.0017178123],"category_scores_gemma":[0.0007194463,0.00025762245,0.00036597706,0.00023449441,0.0004651326,0.000318278,0.0001596715,0.00040496278,0.00029140644],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001919265,0.00007192228,0.0009175996,0.00007685546,0.000022469198,0.000121146186,0.000049559425,0.0004118275,0.9939646,0.00003852745,0.000023795115,0.0023824123],"study_design_scores_gemma":[0.000014436868,0.00060110557,0.0043727937,0.0000025024765,0.00003681419,0.000087389046,0.000029792802,0.00047143962,0.99410844,0.000013219315,0.00025522208,0.00000682656],"about_ca_topic_score_codex":0.0016623749,"about_ca_topic_score_gemma":0.0015133064,"teacher_disagreement_score":0.0017178123,"about_ca_system_score_codex":0.00019655243,"about_ca_system_score_gemma":0.00030124525,"threshold_uncertainty_score":0.0057466626},"labels":[],"label_agreement":null},{"id":"W2072423652","doi":"10.1016/j.cemconcomp.2010.11.006","title":"Effect of fly ash on the expansion of concrete due to alkali-silica reaction – Exposure site studies","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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 New Brunswick","funders":"Imperial College London","keywords":"Fly ash; Alkali–silica reaction; Portland cement; Aggregate (composite); Cracking; Alkali–aggregate reaction; Cement; Materials science; Alkali metal; Mineralogy; Waste management; Metallurgy; Environmental science; Composite material; Geology; Chemistry","score_opus":0.013474462841640597,"score_gpt":0.2612215384570106,"score_spread":0.24774707561537002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072423652","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99881124,0.00011971339,0.00031304796,0.0000047111002,0.000004288299,0.000008459714,0.00009148646,0.0000129249765,0.0006340785],"genre_scores_gemma":[0.99857867,0.00008829401,0.0001474914,0.000006971982,0.000003624185,0.000003724871,0.000088932116,0.000007918575,0.00107442],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998086,0.000026250247,0.000013505873,0.00004566652,0.00004884406,0.00005711664],"domain_scores_gemma":[0.9996617,0.0001478162,0.00004645321,0.000037825306,0.00006193102,0.00004426395],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028918238,0.00028128727,0.0002569229,0.00025344375,0.00027628825,0.00024957708,0.00026244717,0.000352181,0.004952183],"category_scores_gemma":[0.00026831345,0.00021455095,0.00040225606,0.00022491891,0.00040972582,0.00030353255,0.00023800669,0.0004152004,0.0002937756],"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":[0.0012518307,0.00008206011,0.001568754,0.000040131137,0.000013797525,0.0000920663,0.0000866945,0.00048392138,0.99467343,0.000051204763,0.000025615507,0.0016306597],"study_design_scores_gemma":[0.000008855877,0.000538712,0.013579,0.000001958849,0.000013357739,0.000040396433,0.000058736343,0.0004891408,0.9849799,0.000015593949,0.00026726283,0.0000071220893],"about_ca_topic_score_codex":0.0030633032,"about_ca_topic_score_gemma":0.004103379,"teacher_disagreement_score":0.004952183,"about_ca_system_score_codex":0.00024080995,"about_ca_system_score_gemma":0.00017587314,"threshold_uncertainty_score":0.016566753},"labels":[],"label_agreement":null},{"id":"W2072864039","doi":"10.1016/j.cemconcomp.2010.03.007","title":"Structure and strength of NaOH activated concretes containing fly ash or GGBFS as the sole binder","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":224,"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":"Graymont; New York State Energy Research and Development Authority","keywords":"Fly ash; Ground granulated blast-furnace slag; Compressive strength; Materials science; Curing (chemistry); Microstructure; Composite material; Sodium hydroxide; Cement; Porosity; Chemical engineering","score_opus":0.010508756662492113,"score_gpt":0.23705339302490955,"score_spread":0.22654463636241742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072864039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99518013,0.0004312266,0.00039952667,0.000024149062,0.000008645279,0.000012208109,0.000637728,0.000031083364,0.0032753723],"genre_scores_gemma":[0.9975255,0.00008277239,0.00016514624,0.000010102713,0.0000027739177,0.000005322578,0.00046093002,0.0000062297186,0.0017412065],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998692,0.000009304791,0.0000065274867,0.000025860942,0.000057079476,0.00003199854],"domain_scores_gemma":[0.9994624,0.00012630063,0.00011774297,0.000023299073,0.0001475462,0.0001227546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001806112,0.00025798305,0.00017558194,0.0007883106,0.00022542708,0.00019478194,0.0003296844,0.0003526211,0.004112903],"category_scores_gemma":[0.00031678582,0.00028425033,0.00020880841,0.00022266357,0.00047868586,0.00018993154,0.00011020983,0.0004369404,0.00055538304],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006932747,0.000057933303,0.0019741817,0.00006945489,0.000021279691,0.00007841486,0.000047648726,0.004516537,0.9902478,0.00043923894,0.00018575574,0.001668456],"study_design_scores_gemma":[0.000046023026,0.00084445876,0.10092639,0.000023026321,0.000051054518,0.00016465988,0.00014158634,0.010065621,0.88567513,0.00046262325,0.00155668,0.000042701562],"about_ca_topic_score_codex":0.0068279505,"about_ca_topic_score_gemma":0.0070027644,"teacher_disagreement_score":0.0068279505,"about_ca_system_score_codex":0.0005129561,"about_ca_system_score_gemma":0.00042832826,"threshold_uncertainty_score":0.013759017},"labels":[],"label_agreement":null},{"id":"W2074343753","doi":"10.1016/j.cemconcomp.2008.09.003","title":"Use of flax fibres to reduce plastic shrinkage cracking in concrete","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Natural Fiber Reinforced Composites","field":"Materials Science","cited_by":118,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada; Saskatchewan Flax Development Commission","keywords":"Shrinkage; Cracking; Materials science; Composite material; Mortar; Polypropylene; Volume (thermodynamics); Volume fraction; Casting","score_opus":0.03178292263134605,"score_gpt":0.25178370139939615,"score_spread":0.2200007787680501,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2074343753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99635375,0.0005881506,0.0019014317,0.000030806834,0.000012254264,0.000011493683,0.000019869287,0.00004171887,0.0010405511],"genre_scores_gemma":[0.9966888,0.00029821476,0.0015748576,0.000015049843,0.000005207539,0.0000058707938,0.00002228639,0.00001035863,0.0013793862],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994516,0.0000070736746,0.0000034607285,0.000012884951,0.00001646036,0.000014908978],"domain_scores_gemma":[0.9998919,0.000022301918,0.000039123173,0.000009383922,0.000020436662,0.000016946888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010990643,0.00024586925,0.0001576117,0.00022798745,0.00023735926,0.000131562,0.00019552252,0.00027745447,0.0007275777],"category_scores_gemma":[0.00015208595,0.00012828887,0.00019639451,0.00008871124,0.00023722033,0.00028329963,0.00011077215,0.00026451083,0.00010411272],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012130486,0.00007624649,0.00015621402,0.00006049908,0.0000058427686,0.000041172203,0.000020968364,0.00037605755,0.99459654,0.00007299552,0.000028907907,0.004443347],"study_design_scores_gemma":[0.00001202291,0.00028108872,0.0016610163,0.000004589367,0.000011447881,0.000050066516,0.00000844468,0.00065166317,0.996811,0.000022985494,0.0004817939,0.000003973289],"about_ca_topic_score_codex":0.0013120782,"about_ca_topic_score_gemma":0.0030302585,"teacher_disagreement_score":0.0013120782,"about_ca_system_score_codex":0.00014787963,"about_ca_system_score_gemma":0.0001515463,"threshold_uncertainty_score":0.0026088953},"labels":[],"label_agreement":null},{"id":"W2084383799","doi":"10.1016/s0958-9465(01)00080-4","title":"3rd International Conference on Concrete under Severe Conditions of Environment and Loading (CONSEC'01) Vancouver, BC, June 18–20, 2001","year":2002,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Behavior of Reinforced Concrete","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":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Forensic engineering; Engineering; Geology; Environmental science","score_opus":0.029909588479905647,"score_gpt":0.22948684421378213,"score_spread":0.19957725573387647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084383799","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":[0.04761989,0.023637714,0.091766216,0.011307682,0.034113824,0.0007458968,0.004140263,0.0048828414,0.7817857],"genre_scores_gemma":[0.021738248,0.0052355477,0.010459219,0.00020923186,0.00048205428,0.000065909844,0.0020411834,0.00037418862,0.9593944],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994437,0.000068084606,0.0000157565,0.00006827231,0.0002759489,0.00012820924],"domain_scores_gemma":[0.9988686,0.000047786252,0.00001942391,0.0001251733,0.000722146,0.00021685754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014401657,0.0009343397,0.00086822954,0.0011114167,0.0020031636,0.002374879,0.0012077257,0.0008654593,0.103510946],"category_scores_gemma":[0.0009952299,0.00035936284,0.0006168443,0.0012421234,0.000758802,0.0009013411,0.0017513845,0.0010066878,0.03544847],"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":[0.00039049395,0.00021518531,0.003074688,0.00019797159,0.000029814511,0.0002850382,0.00043286462,0.0017289909,0.0070455656,0.002790435,0.60987496,0.37393406],"study_design_scores_gemma":[0.000013719548,0.0000722065,0.003732112,0.00010469956,0.000029442865,0.00014788413,0.0003977145,0.0015362374,0.0025378687,0.0009830316,0.99042624,0.000018717914],"about_ca_topic_score_codex":0.060627256,"about_ca_topic_score_gemma":0.3062065,"teacher_disagreement_score":0.103510946,"about_ca_system_score_codex":0.001757879,"about_ca_system_score_gemma":0.0046230317,"threshold_uncertainty_score":0.3462786},"labels":[],"label_agreement":null},{"id":"W2089162688","doi":"10.1016/j.cemconcomp.2015.03.006","title":"Prediction of long-term chloride diffusion in silica fume concrete in a marine environment","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":210,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"PCL Construction (Canada)","funders":"University of Tehran","keywords":"Silica fume; Durability; Chloride; Diffusion; Service life; Corrosion; Materials science; Environmental science; Composite material; Metallurgy; Compressive strength; Thermodynamics","score_opus":0.02089490378940808,"score_gpt":0.20070403772761666,"score_spread":0.17980913393820858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089162688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880254,0.000024372397,0.0009555357,0.000011553368,0.000002030211,0.0000022480212,0.00004483672,0.000021919923,0.00013485472],"genre_scores_gemma":[0.9994727,0.000018136196,0.0002579445,0.0000012317955,6.6902106e-7,0.0000012592245,0.00005220538,0.0000027442761,0.00019311415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9999318,0.000009463555,0.000004367838,0.000024619461,0.0000174125,0.00001225625],"domain_scores_gemma":[0.9996871,0.00013795363,0.000044947916,0.0000125390425,0.000068544054,0.000048990056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021965432,0.0005335364,0.0002740149,0.00034709738,0.00023685307,0.00040116138,0.00037810457,0.0007298903,0.00023484006],"category_scores_gemma":[0.00055909646,0.00029977804,0.00041001555,0.00013887654,0.00023371496,0.0003274132,0.00025194182,0.0003816823,0.00012588441],"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":[0.0008086665,0.00035541388,0.21274555,0.00006634932,0.000118769894,0.0004067029,0.000107899745,0.6700173,0.10639228,0.00028577735,0.00017363978,0.008521603],"study_design_scores_gemma":[0.000015726326,0.00022440887,0.070269786,0.000003456873,0.000023683308,0.0000333305,0.00006270573,0.90398115,0.025214508,0.00007250659,0.0000775824,0.000021071242],"about_ca_topic_score_codex":0.048037097,"about_ca_topic_score_gemma":0.04143251,"teacher_disagreement_score":0.048037097,"about_ca_system_score_codex":0.0009118345,"about_ca_system_score_gemma":0.0004939653,"threshold_uncertainty_score":0.09551501},"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":"W2094127952","doi":"10.1016/j.cemconcomp.2009.02.001","title":"Waste glass as a supplementary cementitious material in concrete – Critical review of treatment methods","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":347,"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":"Cementitious; Pozzolan; Waste management; Aggregate (composite); Renewable energy; Bottle; Renewable resource; Materials science; Cement; Environmental science; Portland cement; Composite material; Engineering","score_opus":0.02327153276312362,"score_gpt":0.3288576261028059,"score_spread":0.3055860933396823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094127952","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":[0.0036190846,0.98927313,0.004779983,0.00024318536,0.00022157554,0.000020876532,0.000010095578,0.000009758467,0.0018222969],"genre_scores_gemma":[0.01840534,0.974345,0.004323757,0.00018395016,0.00036856212,0.000028870383,0.000025532778,0.000012038559,0.0023068856],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99939835,0.00010307026,0.00007158251,0.00012569738,0.00026206102,0.00003914121],"domain_scores_gemma":[0.99960166,0.00021076147,0.000058675396,0.00002062918,0.0000975889,0.00001069123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012440924,0.0006832116,0.0011430412,0.0014533777,0.00040327312,0.001041498,0.0011221798,0.0013631457,0.001210216],"category_scores_gemma":[0.00057451724,0.00056167896,0.00059873756,0.0011745045,0.0012275213,0.0016754767,0.000567894,0.0010989928,0.00059843605],"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":[0.00046441867,0.0005195432,0.00046177013,0.023186304,0.00016599408,0.00046272852,0.0003197905,0.0053393506,0.13276032,0.021381589,0.005002616,0.80993557],"study_design_scores_gemma":[0.000052870302,0.0012506013,0.0024888746,0.0022168483,0.00027750776,0.0016569088,0.00030315333,0.0019824852,0.23581919,0.010669675,0.7431262,0.00015564036],"about_ca_topic_score_codex":0.0013921711,"about_ca_topic_score_gemma":0.002546815,"teacher_disagreement_score":0.0014533777,"about_ca_system_score_codex":0.00085639587,"about_ca_system_score_gemma":0.0011111975,"threshold_uncertainty_score":0.0065795183},"labels":[],"label_agreement":null},{"id":"W2099662974","doi":"10.1016/j.cemconcomp.2014.02.003","title":"Field validation of models for predicting lateral form pressure exerted by SCC","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University; University of Ottawa; Université de Sherbrooke; EllisDon (Canada)","funders":"","keywords":"Formwork; Hydrostatic pressure; Casting; Hydrostatic equilibrium; Field (mathematics); Self-consolidating concrete; Structural engineering; Range (aeronautics); Materials science; Computer science; Engineering; Mechanics; Mathematics; Composite material; Physics","score_opus":0.009046081122027904,"score_gpt":0.2066985741365646,"score_spread":0.1976524930145367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099662974","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9859502,0.000078704594,0.010334644,0.000060069877,0.000029699788,0.00007143012,0.0006316061,0.00044306502,0.0024006946],"genre_scores_gemma":[0.9975247,0.000029001474,0.0016610012,0.0000054340776,0.0000030324913,0.00003358777,0.00021926721,0.000015446563,0.00050850585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949646,0.0001284025,0.00004208604,0.00012888735,0.00013379099,0.000070364804],"domain_scores_gemma":[0.99672097,0.0021033625,0.0001230172,0.00027578013,0.0006698297,0.00010718379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017548659,0.0009693948,0.0007033575,0.00084754033,0.00076744525,0.0007579846,0.001514115,0.0015559351,0.0019690918],"category_scores_gemma":[0.002294387,0.0005136482,0.0006691356,0.0007118416,0.00073796144,0.0008251298,0.00045399967,0.000994674,0.00043490817],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029001746,0.000552841,0.0075870384,0.00006986608,0.000025591058,0.00005318346,0.00007521616,0.9715945,0.009155089,0.0002989646,0.00044045437,0.009857162],"study_design_scores_gemma":[0.000046320238,0.00017074448,0.0017457493,0.0000039433376,0.000006698407,0.0000046914474,0.000020781523,0.9916648,0.0061427667,0.000060536222,0.00012284385,0.000010079475],"about_ca_topic_score_codex":0.048871916,"about_ca_topic_score_gemma":0.027152123,"teacher_disagreement_score":0.048871916,"about_ca_system_score_codex":0.0014883858,"about_ca_system_score_gemma":0.001317126,"threshold_uncertainty_score":0.09717488},"labels":[],"label_agreement":null},{"id":"W2110202104","doi":"10.1016/j.cemconcomp.2011.09.004","title":"Fine limestone additions to regulate setting in high volume fly ash mixtures","year":2011,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":212,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Fineness; Fly ash; Materials science; Vicat softening point; Mortar; Differential scanning calorimetry; Cement; Isothermal titration calorimetry; Compressive strength; Calorimetry; Composite material; Volume (thermodynamics); Isothermal process; Particle size; Mineralogy; Chemical engineering; Softening point; Chemistry; Thermodynamics","score_opus":0.013939161317579185,"score_gpt":0.2131579974077323,"score_spread":0.19921883609015312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110202104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986357,0.00009822721,0.00059464347,0.000014802679,0.00001023757,0.000010599387,0.00003228802,0.000036577316,0.00056685595],"genre_scores_gemma":[0.99843687,0.000049824397,0.00051240023,0.0000089059895,0.0000017413408,0.000003916829,0.000018940846,0.000008466404,0.0009589413],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999861,0.00001476682,0.000015258063,0.000035910674,0.00004645503,0.000026504034],"domain_scores_gemma":[0.9998203,0.00005893102,0.000041801224,0.000017007244,0.000024136578,0.00003776318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020010941,0.0001687525,0.0001683857,0.00015118242,0.00021561344,0.00039773088,0.0003077375,0.00020832499,0.0014410828],"category_scores_gemma":[0.0003642873,0.00017929327,0.00011966531,0.00010113987,0.00024522285,0.00025540328,0.00018003624,0.0002743848,0.00016869135],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070278125,0.00008803032,0.00023089153,0.000025120265,0.0000055055425,0.000020284679,0.00002964094,0.0004267811,0.99647516,0.00009297766,0.000026361564,0.0018765898],"study_design_scores_gemma":[0.000011728635,0.0001536165,0.00070261676,0.0000011095065,0.00000540859,0.000007840724,0.000010572501,0.00064961944,0.9982205,0.000014701707,0.00021922501,0.00000300638],"about_ca_topic_score_codex":0.0016030326,"about_ca_topic_score_gemma":0.006228696,"teacher_disagreement_score":0.0016030326,"about_ca_system_score_codex":0.00041911818,"about_ca_system_score_gemma":0.0002703848,"threshold_uncertainty_score":0.004820943},"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":"W2113186607","doi":"10.1016/j.cemconcomp.2010.02.010","title":"Effect of aging on bond of GFRP bars embedded in concrete","year":2010,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":122,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Durability; Fibre-reinforced plastic; Materials science; Bar (unit); Composite material; Differential scanning calorimetry; Bond strength; Scanning electron microscope; Fourier transform infrared spectroscopy; Bond; Structural engineering; Forensic engineering; Engineering; Adhesive; Layer (electronics); Geology","score_opus":0.004445463679677759,"score_gpt":0.2211079474240648,"score_spread":0.21666248374438704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113186607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99837166,0.0007144221,0.0003297211,0.000017193606,0.00005191371,0.000005928763,0.00006425263,0.000024156672,0.00042079293],"genre_scores_gemma":[0.99824095,0.0002593015,0.00027793137,0.0000324792,0.000021070662,0.0000026953294,0.00009366771,0.000020429477,0.0010515362],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961877,0.00007907875,0.000046044832,0.000072170864,0.000069708396,0.00011427766],"domain_scores_gemma":[0.99835134,0.0005132555,0.00029195202,0.0001696836,0.00047180272,0.00020209682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076575874,0.0005189726,0.00059251563,0.00032392284,0.0003246215,0.0004542819,0.00039159818,0.00067802664,0.0035461953],"category_scores_gemma":[0.0018281832,0.0004448716,0.00053019205,0.00028015915,0.00053038035,0.0007743255,0.000282316,0.00063354225,0.00045239908],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007879936,0.0003067483,0.0068926746,0.0002471566,0.00010838576,0.00067141186,0.00054996466,0.0011344521,0.972463,0.00032945056,0.00024415043,0.009172685],"study_design_scores_gemma":[0.000033933426,0.0038146197,0.018558513,0.000027669996,0.00019330987,0.0002699526,0.0002800285,0.0022876938,0.9731967,0.00007660614,0.0012306833,0.00003029813],"about_ca_topic_score_codex":0.001343165,"about_ca_topic_score_gemma":0.0020671594,"teacher_disagreement_score":0.0035461953,"about_ca_system_score_codex":0.00032183024,"about_ca_system_score_gemma":0.0003103941,"threshold_uncertainty_score":0.011863232},"labels":[],"label_agreement":null},{"id":"W2115759739","doi":"10.1016/j.cemconcomp.2009.09.004","title":"Dimensional change and elastic behavior of layered silicates and Portland cement paste","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Portland cement; Wetting; Materials science; Tobermorite; Elasticity (physics); Silicate; Elastic modulus; Cement; Thermodynamics; Composite material; Chemical engineering; Chemistry; Organic chemistry","score_opus":0.025819432389520412,"score_gpt":0.237085605654322,"score_spread":0.21126617326480157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115759739","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999271,0.000040665553,0.00012826461,0.0000034176833,0.0000016860338,0.0000011195485,0.00003998431,0.0000064468595,0.0005074692],"genre_scores_gemma":[0.9989888,0.000027042015,0.00011152965,0.0000027499302,0.0000010280552,0.0000012767331,0.000053841766,0.0000032083049,0.00081044046],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999144,0.000008454717,0.000006047399,0.000013859939,0.000043187643,0.000014009252],"domain_scores_gemma":[0.99978,0.00009457875,0.00004209453,0.000018179338,0.000037292615,0.000027844897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010546245,0.00014417103,0.000102507656,0.00028522438,0.00013234589,0.00023937238,0.00019385258,0.00019790587,0.0032477274],"category_scores_gemma":[0.00040081545,0.00021090476,0.00014640644,0.0002031068,0.0003325875,0.00028089838,0.0001447816,0.00025697312,0.00021564655],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043486987,0.000080403915,0.0053930418,0.000021783146,0.000011802395,0.00017185074,0.00010880672,0.0035783618,0.98628205,0.0003181535,0.000069985486,0.0035289507],"study_design_scores_gemma":[0.000015404237,0.00030356788,0.08459935,0.0000033465888,0.0000147292185,0.00021428628,0.00015246893,0.01986711,0.8939746,0.00013046945,0.0007001231,0.000024483337],"about_ca_topic_score_codex":0.001545036,"about_ca_topic_score_gemma":0.002644218,"teacher_disagreement_score":0.0032477274,"about_ca_system_score_codex":0.00021895739,"about_ca_system_score_gemma":0.00010938971,"threshold_uncertainty_score":0.010864794},"labels":[],"label_agreement":null},{"id":"W2121021282","doi":"10.1016/j.cemconcomp.2007.05.012","title":"Top-bar effect of steel bars in self-consolidating concrete (SCC)","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Ferdowsi University of Mashhad","keywords":"Steel bar; Structural engineering; Bond strength; Concrete cover; Bar (unit); Bond; Materials science; Reinforced concrete; Slip (aerodynamics); Composite material; Self-consolidating concrete; Casting; Engineering; Compressive strength; Geology; Layer (electronics); Adhesive","score_opus":0.005284622552732916,"score_gpt":0.21960011165688217,"score_spread":0.21431548910414927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121021282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99601436,0.00034428603,0.0008557742,0.000022982307,0.00003230601,0.0000050702315,0.000061946754,0.00016895366,0.0024944087],"genre_scores_gemma":[0.99839693,0.000091147434,0.0002151502,0.000011892304,0.0000060688535,0.0000010660838,0.000026710162,0.000020778143,0.0012302891],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998474,0.000017786804,0.0000037429302,0.000027769838,0.000046401306,0.000056968816],"domain_scores_gemma":[0.9991755,0.00025733546,0.00009913145,0.000058723304,0.00019375264,0.00021549876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015009308,0.0003940533,0.00039102932,0.00035599325,0.0003906063,0.00048803876,0.0005172143,0.0005042477,0.009608626],"category_scores_gemma":[0.00059892243,0.00034440326,0.00030102878,0.00021482074,0.00058594777,0.00034339982,0.00034376112,0.00048831635,0.00086417294],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019163067,0.00013657623,0.000568996,0.00011033678,0.00001679499,0.0001241634,0.00007379717,0.0070968093,0.9843544,0.0005331743,0.00018743536,0.0048812116],"study_design_scores_gemma":[0.00004894657,0.0009889073,0.0105486205,0.000019732608,0.000107614134,0.00007293114,0.0001498092,0.03079561,0.9561767,0.00021140755,0.0008539748,0.000025771194],"about_ca_topic_score_codex":0.0050687897,"about_ca_topic_score_gemma":0.0059118536,"teacher_disagreement_score":0.009608626,"about_ca_system_score_codex":0.0004007843,"about_ca_system_score_gemma":0.00038340947,"threshold_uncertainty_score":0.03214407},"labels":[],"label_agreement":null},{"id":"W2138492593","doi":"10.1016/j.cemconcomp.2009.12.001","title":"Bond analysis of corroded reinforced concrete beams under monotonic and fatigue loads","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Materials science; Corrosion; Structural engineering; Reinforcement; Reinforced concrete; Composite material; Beam (structure); Bond strength; Steel bar; Adhesive; Engineering","score_opus":0.013938870638539613,"score_gpt":0.22882452533631692,"score_spread":0.21488565469777732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138492593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944343,0.00016810941,0.0044592954,0.0000061607207,0.0000063903194,0.0000075902917,0.000074783515,0.0000314858,0.00081187463],"genre_scores_gemma":[0.9972063,0.00010486471,0.0008395251,0.0000032680043,0.000001584381,0.0000058776695,0.00006204318,0.000013033976,0.0017635582],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983776,0.000020609961,0.0000061795695,0.00002379016,0.00008546242,0.00002614478],"domain_scores_gemma":[0.9996228,0.00011436905,0.00004783962,0.00003205066,0.00016201634,0.000020833415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003229832,0.0002683055,0.00042780838,0.00048461597,0.0004230431,0.00026533855,0.000594287,0.00051401654,0.003650861],"category_scores_gemma":[0.00062868063,0.00044346336,0.00021006007,0.00036023153,0.00029303934,0.00028827728,0.00017217726,0.00035795072,0.0005221492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008142928,0.000114012495,0.010824501,0.000101865895,0.000067867084,0.0002897335,0.00049821363,0.024732687,0.9482279,0.0011344108,0.0002098189,0.012984718],"study_design_scores_gemma":[0.000028685597,0.0019389278,0.08947214,0.000019831048,0.00019228144,0.00047914564,0.0007472457,0.2627074,0.6414388,0.0004005514,0.0025199312,0.000055094493],"about_ca_topic_score_codex":0.0028455835,"about_ca_topic_score_gemma":0.0067972704,"teacher_disagreement_score":0.003650861,"about_ca_system_score_codex":0.0002840626,"about_ca_system_score_gemma":0.0002061941,"threshold_uncertainty_score":0.012213409},"labels":[],"label_agreement":null},{"id":"W2155137100","doi":"10.1016/j.cemconcomp.2015.11.002","title":"How do concrete rheology, tribology, flow rate and pipe radius influence pumping pressure?","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":141,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Materials science; Tribometer; Rheology; Viscosity; RADIUS; Volumetric flow rate; Tribology; Flow (mathematics); Mechanics; Self-consolidating concrete; Stress (linguistics); Composite material; Geotechnical engineering; Engineering; Compressive strength; Physics","score_opus":0.013994696153453499,"score_gpt":0.21139628226619356,"score_spread":0.19740158611274006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155137100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937143,0.0005470267,0.0024683105,0.00040285263,0.000024521481,0.000014404016,0.00012795611,0.000031928983,0.0026686343],"genre_scores_gemma":[0.99908984,0.00017996892,0.000154461,0.000057354726,0.000010004458,0.0000033011156,0.000039817747,0.000016730286,0.00044857856],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994686,0.00017656638,0.000025917328,0.00012918944,0.000083791434,0.00011595064],"domain_scores_gemma":[0.9968651,0.001987849,0.00046918247,0.00015476998,0.00028461454,0.0002384368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010420459,0.0003274819,0.0005924835,0.0004088298,0.00028733118,0.0017120106,0.00047055408,0.0012825247,0.002999786],"category_scores_gemma":[0.006270464,0.0006779617,0.00047543694,0.0004081995,0.0010044627,0.00211803,0.00045055282,0.0005103644,0.0011424746],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015302972,0.0007881224,0.74262744,0.00051188265,0.0010723056,0.0009881209,0.0012221123,0.009345019,0.17817248,0.0015272166,0.0021215135,0.060093444],"study_design_scores_gemma":[0.00003642067,0.0002931032,0.96046895,0.000037611204,0.00033031468,0.00039950016,0.0013381045,0.015820976,0.01815958,0.001277238,0.0017624556,0.000075834476],"about_ca_topic_score_codex":0.0030466197,"about_ca_topic_score_gemma":0.0028819784,"teacher_disagreement_score":0.0030466197,"about_ca_system_score_codex":0.00024215085,"about_ca_system_score_gemma":0.00045242495,"threshold_uncertainty_score":0.010035276},"labels":[],"label_agreement":null},{"id":"W2236778550","doi":"10.1016/j.cemconcomp.2016.01.003","title":"Quantitative assessment of the oxidation potential of sulfide-bearing aggregates in concrete using an oxygen consumption test","year":2016,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Fundação para a Ciência e a Tecnologia; Natural Sciences and Engineering Research Council of Canada; Research and Development; Accident Compensation Corporation","keywords":"Oxygen; Aggregate (composite); Sulfide; Relative humidity; Materials science; Humidity; Saturation (graph theory); Composite material; Chemistry; Metallurgy; Meteorology; Organic chemistry","score_opus":0.03499103154791295,"score_gpt":0.29308598384953716,"score_spread":0.2580949523016242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2236778550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99546033,0.0001719973,0.0034473634,0.000011165814,0.0000060416614,0.000013145382,0.0000941728,0.000016095233,0.0007796623],"genre_scores_gemma":[0.99687093,0.00012343579,0.0018308088,0.000006653354,0.0000022454183,0.000009112965,0.00012371673,0.000002603335,0.00103054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997565,0.000025090463,0.000012613052,0.000038403952,0.00013592458,0.0000314864],"domain_scores_gemma":[0.9997789,0.00005146017,0.000042512766,0.000014452077,0.00008334557,0.000029312008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027376995,0.00023599424,0.00010119321,0.0003513428,0.00018730135,0.00015510981,0.00021461397,0.00027947806,0.0005938343],"category_scores_gemma":[0.00027132736,0.00013349025,0.00015799329,0.0002585861,0.00027859086,0.00021403117,0.0002363444,0.00021791998,0.000090203466],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013643834,0.00002275745,0.00487076,0.000022845581,0.000012074489,0.000030265046,0.000049645438,0.00024469153,0.99246925,0.000052936324,0.000016654896,0.0020717378],"study_design_scores_gemma":[0.0000076239594,0.0004586867,0.034846693,0.0000033132967,0.000028558768,0.00005999643,0.00009127422,0.0033263334,0.96064043,0.000054293672,0.0004732894,0.000009535585],"about_ca_topic_score_codex":0.0035948425,"about_ca_topic_score_gemma":0.006626862,"teacher_disagreement_score":0.0035948425,"about_ca_system_score_codex":0.0002364652,"about_ca_system_score_gemma":0.00023610609,"threshold_uncertainty_score":0.0071478486},"labels":[],"label_agreement":null},{"id":"W2281289934","doi":"10.1016/j.cemconcomp.2016.01.005","title":"Initial temperature-dependence of strength development and self-desiccation in cemented paste backfill that contains sodium silicate","year":2016,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":165,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Desiccation; Cement; Curing (chemistry); Sodium silicate; Materials science; Shrinkage; Suction; Composite material; Water content; Geotechnical engineering; Geology; Botany; Mechanical engineering; Engineering","score_opus":0.013815551667068115,"score_gpt":0.1994780475796642,"score_spread":0.1856624959125961,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2281289934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864143,0.00016698673,0.0003707555,0.000014295267,0.0000068054374,0.0000049649675,0.00017383092,0.000025438758,0.00059551693],"genre_scores_gemma":[0.9990928,0.00004564544,0.00011684052,0.000007196774,0.0000020265543,0.00000387408,0.00015614963,0.000009886942,0.0005655734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984634,0.000016950366,0.000013169573,0.00002770849,0.00004465852,0.00005112757],"domain_scores_gemma":[0.9994586,0.0001659682,0.00013366809,0.000037104983,0.00014334258,0.00006129187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027357845,0.0002546233,0.00018551455,0.00022060596,0.00017495407,0.00020877158,0.00020121798,0.00022783161,0.0018886512],"category_scores_gemma":[0.00048763282,0.00019463619,0.00030601572,0.00019780589,0.00039624263,0.00038780688,0.0001254919,0.00040605446,0.0004039811],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010937873,0.000074489406,0.0030251988,0.00004083586,0.000014631703,0.00012858125,0.0001316139,0.00067920523,0.99260086,0.00008441633,0.00009883934,0.002027426],"study_design_scores_gemma":[0.0000053736744,0.00032762266,0.01535328,0.0000031256814,0.000010540135,0.00004633796,0.000062776744,0.0017707433,0.9821692,0.000020972899,0.00022128772,0.000008719298],"about_ca_topic_score_codex":0.0022674517,"about_ca_topic_score_gemma":0.003077799,"teacher_disagreement_score":0.0022674517,"about_ca_system_score_codex":0.000404187,"about_ca_system_score_gemma":0.00024822893,"threshold_uncertainty_score":0.0063182116},"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":"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":"W2531144472","doi":"10.1016/j.cemconcomp.2016.10.007","title":"Properties and durability of concrete produced using CO2 as an accelerating admixture","year":2016,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":254,"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; CarbonCure Technologies (Canada)","funders":"University of Toronto; Sustainable Development Technology Canada","keywords":"Durability; Carbon dioxide; Compressive strength; Cement; Materials science; Calcium carbonate; Aggregate (composite); Composite material; Waste management; Chemistry; Engineering; Organic chemistry","score_opus":0.052542184800370303,"score_gpt":0.256055325831762,"score_spread":0.20351314103139168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2531144472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99869436,0.00022140036,0.00022304768,0.0000048753227,0.000005626568,0.000004620853,0.00012356053,0.000015991409,0.00070653524],"genre_scores_gemma":[0.9988487,0.0000714265,0.00017135862,0.0000034269058,0.0000015477062,0.0000027790068,0.0001022084,0.000010405511,0.0007882782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972945,0.000030283458,0.000025109652,0.000043187927,0.000114094066,0.000057823814],"domain_scores_gemma":[0.9994593,0.0001531257,0.000117044234,0.00005428081,0.00013914492,0.0000770999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041846288,0.0003618761,0.00025103978,0.0006810569,0.000285929,0.00024372709,0.00025149665,0.00049526774,0.0016941774],"category_scores_gemma":[0.00068787806,0.0002144307,0.00029303544,0.0005960083,0.00039349284,0.0003563688,0.0001707832,0.0004288874,0.00035380048],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00096327584,0.000067112655,0.0034781927,0.000080384176,0.000019832789,0.00021169888,0.0000980179,0.0021623042,0.9898784,0.000120638724,0.0000595337,0.0028605445],"study_design_scores_gemma":[0.000011025323,0.00051612896,0.024155442,0.0000058971714,0.000027765122,0.00012400567,0.00006733481,0.0020624928,0.9722215,0.000030155315,0.0007627214,0.000015534712],"about_ca_topic_score_codex":0.0029836246,"about_ca_topic_score_gemma":0.0038204398,"teacher_disagreement_score":0.0029836246,"about_ca_system_score_codex":0.0002862896,"about_ca_system_score_gemma":0.00032484625,"threshold_uncertainty_score":0.00593251},"labels":[],"label_agreement":null},{"id":"W2593292461","doi":"10.1016/j.cemconcomp.2016.11.014","title":"Flexural behavior of geopolymer composites reinforced with steel and polypropylene macro fibers","year":2017,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":239,"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":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Materials science; Composite material; Geopolymer; Polypropylene; Flexural strength; Curing (chemistry); Toughness; Brittleness; Ultimate tensile strength; Compressive strength; Portland cement; Composite number; Fiber; Flexural modulus; Cement","score_opus":0.01376465404762512,"score_gpt":0.239411712307098,"score_spread":0.2256470582594729,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593292461","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99923635,0.000099982906,0.00020614792,0.0000055064065,0.0000034502307,0.000001858578,0.00004547866,0.000010548971,0.00039071377],"genre_scores_gemma":[0.9992021,0.00004403204,0.00008848766,0.0000037030015,0.000001189719,0.0000013626077,0.000044732824,0.0000031813433,0.00061133836],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998388,0.000015153751,0.0000089112855,0.000028202767,0.00006375248,0.000045023426],"domain_scores_gemma":[0.9996172,0.000114155926,0.000083179715,0.000024187688,0.000089443725,0.00007179196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002023352,0.00036038985,0.00012955014,0.0005500464,0.00020625602,0.00012368495,0.00018142554,0.00027777316,0.002805296],"category_scores_gemma":[0.00038785272,0.00018296315,0.00016523253,0.00030753162,0.0002754637,0.00025864973,0.00012709442,0.00028546268,0.00030071294],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004079764,0.00003312631,0.0015782021,0.000029772156,0.000008556736,0.0001375051,0.000066958935,0.0014293307,0.99401,0.00007421085,0.000032236538,0.0021922037],"study_design_scores_gemma":[0.000008140436,0.00071966613,0.03464176,0.000008566928,0.000021227368,0.00012558133,0.00012980578,0.00594252,0.9578476,0.00004964122,0.00048912707,0.000016436123],"about_ca_topic_score_codex":0.0017279966,"about_ca_topic_score_gemma":0.0035741737,"teacher_disagreement_score":0.002805296,"about_ca_system_score_codex":0.00016859906,"about_ca_system_score_gemma":0.00019305112,"threshold_uncertainty_score":0.009384632},"labels":[],"label_agreement":null},{"id":"W2619925244","doi":"10.1016/j.cemconcomp.2017.05.013","title":"Effect of self-healing on strength and durability of zeolite-immobilized bacterial cementitious mortar composites","year":2017,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":234,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mortar; Durability; Materials science; Cementitious; Scanning electron microscope; Zeolite; Composite material; Compressive strength; Self-healing; Cement; Chemistry; Catalysis","score_opus":0.006339629000116251,"score_gpt":0.24283801218337306,"score_spread":0.2364983831832568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2619925244","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99934775,0.0002135826,0.00019412416,0.000006958725,0.000007903465,0.0000033966262,0.00003276889,0.000012319052,0.00018123013],"genre_scores_gemma":[0.99931407,0.0000984662,0.0001700323,0.00000693826,0.0000023914638,0.0000028176794,0.00003149045,0.0000054685,0.00036839707],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982315,0.000026146443,0.000020916175,0.00002925092,0.000041388088,0.00005931907],"domain_scores_gemma":[0.99960715,0.00012847967,0.000097809236,0.000031506777,0.0000612838,0.00007382859],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024669155,0.00030498963,0.00023885554,0.00017835818,0.0001328481,0.00023184532,0.0001956053,0.00026650328,0.0013639722],"category_scores_gemma":[0.0003815397,0.00020807385,0.0002589498,0.0001349884,0.00024315149,0.00028072143,0.00015334466,0.00039629138,0.00018967438],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005137673,0.00005598152,0.00026357654,0.000033414515,0.000010231644,0.00002680925,0.00003128191,0.00011495999,0.9981139,0.000021314718,0.000010733281,0.0008040831],"study_design_scores_gemma":[0.0000061434357,0.0002291542,0.0012356237,0.0000016648156,0.000010965435,0.000011269042,0.000014092229,0.00026700366,0.99812835,0.000003875341,0.000088422086,0.0000034915058],"about_ca_topic_score_codex":0.00094478595,"about_ca_topic_score_gemma":0.0016302296,"teacher_disagreement_score":0.0013639722,"about_ca_system_score_codex":0.0001544912,"about_ca_system_score_gemma":0.00019061861,"threshold_uncertainty_score":0.0045629144},"labels":[],"label_agreement":null},{"id":"W2740156394","doi":"10.1016/j.cemconcomp.2017.07.028","title":"Early age electrical resistivity behaviour of various concrete mixtures subject to low temperature cycling","year":2017,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Giatec Scientific (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Electrical resistivity and conductivity; Materials science; Temperature cycling; Arrhenius equation; Composite material; Phase (matter); Cement; Phase transition; Mortar; Casting; Thermodynamics; Thermal; Activation energy; Chemistry; Electrical engineering","score_opus":0.012284783941782083,"score_gpt":0.2514805221402277,"score_spread":0.2391957381984456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740156394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959336,0.0006108642,0.0010139013,0.000024652749,0.000017288598,0.000009020848,0.00036313513,0.00006378133,0.001963688],"genre_scores_gemma":[0.99676895,0.00018043058,0.00027165102,0.000010230505,0.0000053365475,0.0000057909,0.00028507304,0.000023795166,0.0024486836],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996995,0.000048779657,0.000025220974,0.000063058666,0.000102584345,0.00006090315],"domain_scores_gemma":[0.9993315,0.0002436277,0.00009168945,0.000055007138,0.00022002499,0.000058100668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036818156,0.00021693483,0.00031084692,0.00067281595,0.000287154,0.00036292188,0.00023311918,0.00040897893,0.0031118458],"category_scores_gemma":[0.0014700735,0.00024770194,0.00017412742,0.00054510747,0.00039505342,0.00042699047,0.0002492589,0.0004597744,0.00067531265],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001755437,0.000079635116,0.008833671,0.00013192504,0.000036153324,0.0004270216,0.00078724185,0.001692665,0.9763541,0.00035426798,0.00027037863,0.0092774145],"study_design_scores_gemma":[0.000012549782,0.00083914446,0.04322969,0.000024686558,0.00006557086,0.00032547078,0.00042758894,0.0031482927,0.9484876,0.00012258593,0.0032856013,0.000031187097],"about_ca_topic_score_codex":0.0020763641,"about_ca_topic_score_gemma":0.0028790517,"teacher_disagreement_score":0.0031118458,"about_ca_system_score_codex":0.00022924863,"about_ca_system_score_gemma":0.00021707843,"threshold_uncertainty_score":0.01041013},"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":"W2800052306","doi":"10.1016/j.cemconcomp.2018.04.015","title":"Quantification of factors influencing the thermal conductivity of cement-based foam","year":2018,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Metakaolin; Silica fume; Materials science; Thermal conductivity; Pozzolan; Composite material; Fly ash; Cement; Porosity; Moisture; Pozzolanic reaction; Portland cement","score_opus":0.032878019005451196,"score_gpt":0.256116211049863,"score_spread":0.22323819204441178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800052306","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99659437,0.00018978865,0.0028424298,0.000006207768,0.0000021559838,0.000006833464,0.0000588825,0.000009619768,0.000289719],"genre_scores_gemma":[0.99899644,0.000080342135,0.00069020235,0.0000024612536,0.0000015616657,0.000004929453,0.000077285426,0.000004258514,0.00014253463],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997199,0.00006691821,0.000012524253,0.00006410213,0.000097256474,0.00003925599],"domain_scores_gemma":[0.9992538,0.00042226227,0.000117292555,0.000027601947,0.00014562061,0.000033386896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035433567,0.0002930796,0.0002582476,0.0004044726,0.00020326121,0.00046002385,0.00013554456,0.00031228818,0.0004247716],"category_scores_gemma":[0.0010142202,0.00017560822,0.00021415856,0.00034164678,0.00037361303,0.00037507244,0.00012155197,0.00025679162,0.00012035778],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002766529,0.00005311249,0.014565166,0.00006921931,0.000021367365,0.000036311776,0.000058128353,0.0020999666,0.9779156,0.00007976908,0.000018612543,0.0048060855],"study_design_scores_gemma":[0.000005762433,0.00027383788,0.085818194,0.000006980634,0.00005864344,0.000097110664,0.0001254325,0.0140467575,0.8990268,0.000114003225,0.00040046062,0.000026046557],"about_ca_topic_score_codex":0.0018935502,"about_ca_topic_score_gemma":0.003030734,"teacher_disagreement_score":0.0018935502,"about_ca_system_score_codex":0.00027374463,"about_ca_system_score_gemma":0.0003349421,"threshold_uncertainty_score":0.0037651062},"labels":[],"label_agreement":null},{"id":"W2811019912","doi":"10.1016/j.cemconcomp.2018.06.016","title":"Effect of concrete rheological properties on quality of formed surfaces cast with self-consolidating concrete and superworkable concrete","year":2018,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; University of Saskatchewan","keywords":"Materials science; Rheology; Self-consolidating concrete; Composite material; Cement; Consolidation (business); Yield (engineering); Compressive strength","score_opus":0.011892545068333765,"score_gpt":0.22950282391447502,"score_spread":0.21761027884614126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811019912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999483,0.000095338844,0.0001533443,0.0000044830504,0.000004678546,0.0000030875472,0.000026261327,0.0000072296584,0.0002226279],"genre_scores_gemma":[0.9993698,0.00004007557,0.00014178747,0.0000047657113,0.0000015962555,0.0000016251051,0.000042872718,0.000008579107,0.00038893786],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999739,0.000041810585,0.00001791059,0.000050243278,0.00007586777,0.000075150536],"domain_scores_gemma":[0.9990482,0.00034838272,0.00017548341,0.00007030863,0.00017068052,0.00018700093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034770032,0.00034726452,0.00026989542,0.00024225176,0.00028116527,0.0004437835,0.00022415505,0.00034446793,0.002436538],"category_scores_gemma":[0.001212041,0.0003263916,0.00037237848,0.0002675966,0.00045559506,0.000387519,0.00023605365,0.0006577276,0.000242077],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030120567,0.00013462493,0.003647675,0.000072766896,0.000033771885,0.00014925173,0.00019425502,0.00084351044,0.98943174,0.000071347,0.000035640227,0.0023733315],"study_design_scores_gemma":[0.000025092979,0.0011197783,0.021139273,0.0000053977606,0.000051811363,0.00005388675,0.00011463106,0.0017026294,0.9755297,0.000021141897,0.00022238835,0.000014230145],"about_ca_topic_score_codex":0.0018492293,"about_ca_topic_score_gemma":0.003606964,"teacher_disagreement_score":0.002436538,"about_ca_system_score_codex":0.00026539346,"about_ca_system_score_gemma":0.00023034523,"threshold_uncertainty_score":0.008151054},"labels":[],"label_agreement":null},{"id":"W2891969854","doi":"10.1016/j.cemconcomp.2018.09.009","title":"Feasibility of using cellulose filaments as a viscosity modifying agent in self-consolidating concrete","year":2018,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Advanced Cellulose Research Studies","field":"Materials Science","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Cystic Fibrosis Trust","keywords":"Rheology; Nanocellulose; Materials science; Viscosity; Composite material; Cellulose; Apparent viscosity; Cement; Chemical engineering","score_opus":0.06136782789256308,"score_gpt":0.3400711752599544,"score_spread":0.27870334736739133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891969854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936266,0.00057067524,0.004351472,0.000022341193,0.00001466449,0.00002706393,0.000018694309,0.000038120754,0.0013302811],"genre_scores_gemma":[0.99320954,0.00040912026,0.0052691535,0.000007683294,0.0000057245634,0.000012096732,0.000025469997,0.000009725041,0.0010515668],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998555,0.000029474348,0.000011388468,0.000034260593,0.000043886463,0.000025362067],"domain_scores_gemma":[0.99973816,0.000068335554,0.00007957345,0.000031904212,0.000043894037,0.00003810969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003359916,0.0002738078,0.00015521943,0.00016322157,0.00017272087,0.00027896187,0.00029801924,0.00028557185,0.00060918357],"category_scores_gemma":[0.0003696002,0.00017235121,0.00021319572,0.00013209513,0.0002520497,0.00044053592,0.0001900953,0.00038429225,0.00017944908],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008199256,0.000052702377,0.00021856467,0.00003858429,0.000004027072,0.0000448515,0.000018010533,0.00024594614,0.9963761,0.00012862562,0.000009918257,0.0027807555],"study_design_scores_gemma":[0.0000041672633,0.00019284367,0.00053230237,0.0000018311536,0.000010456603,0.000019423525,0.00000549525,0.00075134635,0.99809664,0.000007364581,0.0003756314,0.0000025263173],"about_ca_topic_score_codex":0.00095948897,"about_ca_topic_score_gemma":0.001668478,"teacher_disagreement_score":0.00095948897,"about_ca_system_score_codex":0.00018711269,"about_ca_system_score_gemma":0.00026447224,"threshold_uncertainty_score":0.0020379424},"labels":[],"label_agreement":null},{"id":"W2935478696","doi":"10.1016/j.cemconcomp.2019.03.019","title":"Effect of transportation of fly ash: Life cycle assessment and life cycle cost analysis of concrete","year":2019,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":102,"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":"Fly ash; Truck; Life-cycle assessment; Environmental science; Life-cycle cost analysis; Waste management; Total cost; Environmental impact assessment; Global warming; Transport engineering; Engineering; Climate change; Business; Ecology; Reliability engineering","score_opus":0.005356972698981913,"score_gpt":0.23195764618304957,"score_spread":0.22660067348406765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2935478696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983125,0.00010672438,0.00064031273,0.0000152051125,0.0000037093992,0.000011912581,0.00015951249,0.000017455273,0.0007327023],"genre_scores_gemma":[0.99857986,0.00008359885,0.00041893445,0.0000060440407,8.806259e-7,0.000003980685,0.0001315237,0.000009306113,0.0007659582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995633,0.00010219231,0.00001717664,0.000058149344,0.00017427452,0.000084925065],"domain_scores_gemma":[0.9988587,0.00059251476,0.00014209455,0.000053963362,0.0003006894,0.000052132673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00096896186,0.0007176703,0.00040226735,0.00088548375,0.00036924996,0.00077880593,0.00079071056,0.0010860204,0.001897507],"category_scores_gemma":[0.0013304055,0.0002954288,0.0010199556,0.0006824034,0.00044674677,0.0009888107,0.00019741678,0.00039656746,0.0003254104],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010669597,0.0010957859,0.023038937,0.00035731128,0.0003665136,0.0005322755,0.00013581148,0.67947316,0.25325623,0.0010500837,0.000557281,0.029466957],"study_design_scores_gemma":[0.00016190336,0.0059202337,0.047111712,0.000030368823,0.00065093447,0.00013761804,0.00035246313,0.42759445,0.5162361,0.00055239163,0.0011563271,0.00009542474],"about_ca_topic_score_codex":0.03555325,"about_ca_topic_score_gemma":0.035379723,"teacher_disagreement_score":0.03555325,"about_ca_system_score_codex":0.0023738106,"about_ca_system_score_gemma":0.0011503871,"threshold_uncertainty_score":0.0706926},"labels":[],"label_agreement":null},{"id":"W2943821559","doi":"10.1016/j.cemconcomp.2019.04.028","title":"Adjusting curing parameters for innovative and durable vegetable fibre-cement composites","year":2019,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Faculdade de Zootecnia e Engenharia de Alimentos, Universidade de São Paulo; Natural Sciences and Engineering Research Council of Canada; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Materials science; Curing (chemistry); Composite material; Cement; Slurry; Portland cement; Inert; Carbonation; Dewatering; Cementitious; Composite number","score_opus":0.016169930604553483,"score_gpt":0.23076989902597092,"score_spread":0.21459996842141743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2943821559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987971,0.0012156126,0.009068889,0.000022789583,0.000023579518,0.000028589286,0.000053639586,0.00013011128,0.001485887],"genre_scores_gemma":[0.9942867,0.0003806121,0.0043051336,0.00000999942,0.000006571879,0.000018692781,0.000038895512,0.00007369747,0.00087971374],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998305,0.00001943366,0.000013630805,0.00003862549,0.00006967835,0.000028066308],"domain_scores_gemma":[0.99970573,0.000097086806,0.00010543499,0.000020775085,0.00004464347,0.000026194908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032512544,0.00040757874,0.00016767145,0.00032437462,0.00020359443,0.00032435762,0.0002928955,0.00029978808,0.0015380973],"category_scores_gemma":[0.00068306155,0.00025714148,0.00016584416,0.00025402848,0.00020825904,0.00056293065,0.00025683155,0.0004572416,0.0003289187],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010266707,0.000034826004,0.00025076923,0.000059083497,0.0000030888616,0.00001969372,0.000060847204,0.0007979118,0.99481416,0.00013110346,0.000038606337,0.0036873012],"study_design_scores_gemma":[0.000012891524,0.00017446898,0.0026143522,0.000005732769,0.000015151674,0.00004124918,0.000045257802,0.002498475,0.9930996,0.00006533782,0.0014082002,0.000019279634],"about_ca_topic_score_codex":0.00031940482,"about_ca_topic_score_gemma":0.0015374112,"teacher_disagreement_score":0.0015380973,"about_ca_system_score_codex":0.00027884595,"about_ca_system_score_gemma":0.00020499986,"threshold_uncertainty_score":0.0051454306},"labels":[],"label_agreement":null},{"id":"W2944705956","doi":"10.1016/j.cemconcomp.2019.05.001","title":"Examining the hydration mechanism of supersulfated cements made with high and low-alumina slags","year":2019,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":148,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Cement Association of Canada","keywords":"Ettringite; Slag (welding); Materials science; Dissolution; Metallurgy; Ground granulated blast-furnace slag; Porosity; Cement; Composite material; Chemical engineering; Portland cement","score_opus":0.011574396325586862,"score_gpt":0.19544743035772005,"score_spread":0.1838730340321332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944705956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994165,0.00007545039,0.0002221696,0.0000038802386,0.0000022417466,0.0000035532917,0.000012146018,0.0000055374767,0.0002585716],"genre_scores_gemma":[0.9994979,0.00003398658,0.0001291342,0.0000021442029,8.096348e-7,0.0000012258848,0.000014943453,0.0000026028524,0.00031734566],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998989,0.000007929566,0.00000450423,0.000019296016,0.000036448848,0.000032825883],"domain_scores_gemma":[0.99983466,0.000053313415,0.00004049598,0.000009112486,0.000036014742,0.000026361315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000211744,0.00022818141,0.00014816686,0.00024654577,0.00022180814,0.00024240543,0.00021860588,0.00026532693,0.0012611167],"category_scores_gemma":[0.0003556408,0.00016710117,0.00018369418,0.00013419897,0.0005375097,0.00042623,0.00019703129,0.0004039867,0.000140186],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000116582916,0.000010766606,0.0009987778,0.000026673768,0.000004393839,0.00005128203,0.00008478328,0.00025870302,0.99770135,0.00020283055,0.000009037187,0.0005349033],"study_design_scores_gemma":[0.000009234601,0.00017222956,0.018688504,0.0000039597476,0.000014581241,0.00007409288,0.00018750408,0.0031540135,0.97714716,0.00007420101,0.0004651023,0.000009474243],"about_ca_topic_score_codex":0.002889301,"about_ca_topic_score_gemma":0.004019877,"teacher_disagreement_score":0.002889301,"about_ca_system_score_codex":0.00027132191,"about_ca_system_score_gemma":0.00023542116,"threshold_uncertainty_score":0.005744934},"labels":[],"label_agreement":null},{"id":"W2948695599","doi":"10.1016/j.cemconcomp.2019.103335","title":"Self-healing capability of ultra-high-performance fiber-reinforced concrete after exposure to cryogenic temperature","year":2019,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":89,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Research Foundation of Korea","keywords":"Materials science; Curing (chemistry); Composite material; Flexural strength; Scanning electron microscope; Self-healing; Fiber; Volume fraction","score_opus":0.003790224454948549,"score_gpt":0.19092209639857755,"score_spread":0.18713187194362899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948695599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988695,0.0002452392,0.00043571414,0.000010111686,0.000008140875,0.0000035394924,0.00008313533,0.0000133091025,0.00033137348],"genre_scores_gemma":[0.9993036,0.00006960791,0.00014412479,0.000004068951,0.0000011647651,0.0000021611977,0.00005736689,0.000003507144,0.00041445383],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998909,0.000007981039,0.0000072323605,0.0000199666,0.00003323296,0.000040621726],"domain_scores_gemma":[0.99981004,0.000032755608,0.000063354506,0.000018086226,0.000044279637,0.000031447635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001713332,0.0002294564,0.0001392777,0.00017563668,0.00018105745,0.00014000204,0.00013090229,0.00023094493,0.0012516213],"category_scores_gemma":[0.0002529694,0.00013983833,0.00018509086,0.00014105056,0.00025260256,0.00020517097,0.00011344826,0.00034653346,0.00015368983],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000100878286,0.000013055523,0.00037321038,0.000022500768,0.000004947724,0.000046375542,0.000060151415,0.00019257504,0.99851197,0.00003354527,0.000013459497,0.00062725076],"study_design_scores_gemma":[0.0000022409629,0.00015705358,0.0055901753,0.0000033520391,0.000009485563,0.000045153767,0.000048423244,0.0006652817,0.9932074,0.000012297645,0.00025359605,0.000005570396],"about_ca_topic_score_codex":0.0018092056,"about_ca_topic_score_gemma":0.0031905216,"teacher_disagreement_score":0.0018092056,"about_ca_system_score_codex":0.00015948115,"about_ca_system_score_gemma":0.00020119727,"threshold_uncertainty_score":0.0041870475},"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":"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":"W3004332177","doi":"10.1016/j.cemconcomp.2020.103547","title":"New methodology to evaluate the Reynolds dilatancy of self-consolidating concrete using 3D image analysis - Coupled effect of characteristics of fine mortar and granular skeleton","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dilatant; Materials science; Reynolds number; Mortar; Composite material; Shearing (physics); Tribometer; Geotechnical engineering; Tribology; Mechanics; Geology; Turbulence","score_opus":0.02333930461369663,"score_gpt":0.2747123622143136,"score_spread":0.25137305760061696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004332177","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16129434,0.00019771949,0.8334157,0.00003038898,0.000049137016,0.00012450322,0.00026609466,0.0012086922,0.003413437],"genre_scores_gemma":[0.6050947,0.00022800059,0.3912465,0.000026724858,0.000022539147,0.00016941868,0.00038628138,0.00018760542,0.0026383186],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969757,0.000027161519,0.000016847513,0.000058731806,0.0001805222,0.000019270194],"domain_scores_gemma":[0.99966335,0.00006229858,0.000051117528,0.000036435045,0.00016042647,0.00002640178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003781163,0.00059073715,0.0002896517,0.0018044147,0.00016246524,0.00057435984,0.00043627387,0.00043947974,0.0017519448],"category_scores_gemma":[0.00051442994,0.00034595732,0.00031332806,0.00065116055,0.00030251275,0.00053918094,0.0003767483,0.00039809692,0.00037900193],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012816582,0.00015231351,0.00677592,0.00020277784,0.000070810005,0.00008322669,0.00020661073,0.018880581,0.8324226,0.002366217,0.00045801466,0.13825272],"study_design_scores_gemma":[0.000026878735,0.0002012822,0.02503268,0.000022276286,0.00008724339,0.00028960046,0.00012095991,0.51208675,0.4574582,0.00051042164,0.0040560574,0.00010757331],"about_ca_topic_score_codex":0.0012879856,"about_ca_topic_score_gemma":0.0030007644,"teacher_disagreement_score":0.0018044147,"about_ca_system_score_codex":0.00034915472,"about_ca_system_score_gemma":0.0005253585,"threshold_uncertainty_score":0.005860865},"labels":[],"label_agreement":null},{"id":"W3011002150","doi":"10.1016/j.cemconcomp.2020.103591","title":"Macroporous geopolymers designed for facile polymers post-infusion","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Cegep de Thetford","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l'Éducation et de l'Enseignement supérieur","keywords":"Materials science; Geopolymer; Porosity; Compressive strength; Composite material; Toughness; Brittleness; Polymer; Chemical engineering","score_opus":0.01641818806525409,"score_gpt":0.22496690601496297,"score_spread":0.2085487179497089,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011002150","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9370689,0.0014746471,0.055710863,0.00009561916,0.0001002364,0.0002707333,0.0004972557,0.00084707857,0.0039346726],"genre_scores_gemma":[0.9577053,0.0012030412,0.034764018,0.000097728276,0.000023450599,0.00028817638,0.00045872532,0.000167823,0.0052917227],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998927,0.0000095879195,0.00000810785,0.000028107619,0.000034605157,0.000026869428],"domain_scores_gemma":[0.9998049,0.0000350931,0.00008367403,0.000016078595,0.000027031114,0.000033202672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016605794,0.00042132882,0.00020483769,0.0002025,0.00014280187,0.00030176726,0.00016166538,0.00031938258,0.0013013274],"category_scores_gemma":[0.00023615359,0.00024455576,0.00018932347,0.00016796555,0.00022510899,0.00039643003,0.00020631071,0.000672789,0.00068916375],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013590951,0.000014148752,0.000049744034,0.000029884715,0.0000022952324,0.000025290126,0.000008252831,0.00006869379,0.998005,0.00012840789,0.000022678052,0.0016321163],"study_design_scores_gemma":[0.000003874938,0.000083160136,0.00081163767,0.0000031361476,0.0000060338743,0.000076063974,0.0000054115058,0.00028110988,0.99604875,0.000021596124,0.0026554572,0.0000037417403],"about_ca_topic_score_codex":0.00021174135,"about_ca_topic_score_gemma":0.00064999243,"teacher_disagreement_score":0.0013013274,"about_ca_system_score_codex":0.00017799766,"about_ca_system_score_gemma":0.00022710834,"threshold_uncertainty_score":0.0043533444},"labels":[],"label_agreement":null},{"id":"W3021741743","doi":"10.1016/j.cemconcomp.2020.103653","title":"Effect of viscosity and shear regime on stability of the air-void system in self-consolidating concrete using Taguchi method","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Materials science; Rheology; Viscosity; Void (composites); Composite material; Shear rate; Shear (geology); Reduced viscosity","score_opus":0.013386826146769915,"score_gpt":0.2397932178270927,"score_spread":0.22640639168032278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021741743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938691,0.0008753699,0.0048294966,0.000022866616,0.000017556353,0.0000058626324,0.000016494396,0.00001878033,0.00034456167],"genre_scores_gemma":[0.9979674,0.00026334065,0.0014691639,0.0000072802404,0.0000056637177,0.0000035231878,0.000013257904,0.000006348207,0.00026390151],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997414,0.00007157458,0.00002862362,0.00004709149,0.00007107491,0.00004026946],"domain_scores_gemma":[0.9992256,0.00048789656,0.00012421314,0.00003290153,0.00007751119,0.00005181842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005477199,0.00023403716,0.00031912207,0.00027973423,0.00017448077,0.00038093838,0.00023055046,0.0002566969,0.00056111976],"category_scores_gemma":[0.00081409933,0.00027166566,0.0002997629,0.0002581639,0.00035994846,0.00040402074,0.00017631121,0.00045396335,0.000089836656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006053064,0.000045355246,0.0011938085,0.0000967478,0.000017531807,0.000046474273,0.00012520597,0.001390204,0.99105525,0.00013079769,0.00001894863,0.0052743126],"study_design_scores_gemma":[0.000009635952,0.00045403192,0.004372802,0.000005405527,0.000051110925,0.00003623519,0.000038804974,0.007840013,0.98690236,0.000027731447,0.00024606395,0.000015877667],"about_ca_topic_score_codex":0.00072399253,"about_ca_topic_score_gemma":0.0017277572,"teacher_disagreement_score":0.00072399253,"about_ca_system_score_codex":0.0002580994,"about_ca_system_score_gemma":0.00020484158,"threshold_uncertainty_score":0.0028966665},"labels":[],"label_agreement":null},{"id":"W3022958798","doi":"10.1016/j.cemconcomp.2020.103651","title":"Degradation of passive film on 304 stainless steel in a simulated concrete pore solution under alternating temperature condition","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China; North Carolina Central University","keywords":"Materials science; Amplitude; Degradation (telecommunications); Layer (electronics); Composite material; Alternation (linguistics); Reinforcement; Metallurgy; Electrical engineering; Optics","score_opus":0.015336497677553651,"score_gpt":0.22729749353615758,"score_spread":0.21196099585860392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022958798","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980977,0.0002611154,0.0006718719,0.00002328675,0.000019239558,0.0000064406167,0.000103929335,0.000023866185,0.0007925393],"genre_scores_gemma":[0.9965522,0.00019507037,0.00072044117,0.00001236658,0.0000065656304,0.000004078112,0.00014691499,0.000009289669,0.0023529981],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978036,0.00002346644,0.000012519075,0.000048516642,0.00007936028,0.000055733242],"domain_scores_gemma":[0.99977094,0.000052266245,0.000047186208,0.000017302575,0.000086845685,0.00002541602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001968161,0.00033908724,0.00029358073,0.00012913179,0.00020389554,0.00020084478,0.00028432813,0.00043096935,0.0018556736],"category_scores_gemma":[0.0003140925,0.00020746273,0.0002590266,0.00017460743,0.0002062586,0.00024580126,0.00010238251,0.00043980082,0.0003086245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015800043,0.000012417188,0.0001351666,0.000032656488,0.0000042549236,0.000040135696,0.00003185334,0.000080773025,0.99899334,0.000021782434,0.000019765215,0.0004698027],"study_design_scores_gemma":[0.0000065228205,0.00036043656,0.0026106876,0.0000043176983,0.000011912774,0.000034982684,0.000041279,0.00095034234,0.9956807,0.000008643641,0.00028522604,0.0000049476416],"about_ca_topic_score_codex":0.0054052644,"about_ca_topic_score_gemma":0.0057702856,"teacher_disagreement_score":0.0054052644,"about_ca_system_score_codex":0.00028975116,"about_ca_system_score_gemma":0.0003092227,"threshold_uncertainty_score":0.0107476115},"labels":[],"label_agreement":null},{"id":"W3037045837","doi":"10.1016/j.cemconcomp.2020.103725","title":"Use of eco-admixture made from municipal solid waste incineration residues in concrete","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Recycling and utilization of industrial and municipal waste in materials production","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Carbonation; Portland cement; Fly ash; Belite; Cementitious; Materials science; Cement; Incineration; Waste management; Bottom ash; Leaching (pedology); Raw material; Compressive strength; Municipal solid waste; Lime; Environmental science; Carbonatation; Composite material; Metallurgy; Clinker (cement); Chemistry; Engineering","score_opus":0.04927777752288865,"score_gpt":0.24266117917063096,"score_spread":0.19338340164774231,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037045837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99843377,0.0002531131,0.000458685,0.000008289632,0.000006800247,0.000008251151,0.00002650515,0.000014339984,0.00079027616],"genre_scores_gemma":[0.9982058,0.00019848945,0.00069571106,0.000005861109,0.0000015390236,0.0000032937216,0.000025767222,0.000005595686,0.0008579553],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984086,0.000030414245,0.00001014772,0.00003928246,0.000046449266,0.000032830085],"domain_scores_gemma":[0.9998627,0.000026896565,0.00003375207,0.00001908322,0.00003188951,0.000025667328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023258368,0.0003855459,0.00025729745,0.00039143304,0.0003036657,0.0004035654,0.00020361229,0.00035163548,0.000548452],"category_scores_gemma":[0.0002514132,0.00015063203,0.0003829963,0.00025805712,0.00023395263,0.00023248968,0.0002527818,0.00031741132,0.00014724],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024004781,0.00006132961,0.000695551,0.00005000123,0.000012572904,0.000075549884,0.000029717252,0.00030775694,0.9958787,0.0000641504,0.000009945948,0.0025746103],"study_design_scores_gemma":[0.0000023449645,0.00022104346,0.0015570285,0.0000030781619,0.000015218698,0.000034013432,0.000013618633,0.00024221883,0.99765426,0.0000051706716,0.0002502103,0.0000018064198],"about_ca_topic_score_codex":0.0016065103,"about_ca_topic_score_gemma":0.0038891954,"teacher_disagreement_score":0.0016065103,"about_ca_system_score_codex":0.00025762,"about_ca_system_score_gemma":0.00039333288,"threshold_uncertainty_score":0.0031943321},"labels":[],"label_agreement":null},{"id":"W3077797051","doi":"10.1016/j.cemconcomp.2020.103780","title":"Cellulose nanofibres mitigate chloride ion ingress in cement-based systems","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Advanced Cellulose Research Studies","field":"Materials Science","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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates Bio Solutions","keywords":"Chloride; Cement; Porosity; Mortar; Materials science; Cellulose; Sorptivity; Aqueous solution; Penetration (warfare); Ion; Chemical engineering; Composite material; Chemistry; Metallurgy; Organic chemistry","score_opus":0.026631169909717135,"score_gpt":0.25258680200205663,"score_spread":0.2259556320923395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3077797051","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972652,0.00044574705,0.0008981628,0.000022932652,0.000017751157,0.000009873394,0.000038946713,0.000056380788,0.0012449573],"genre_scores_gemma":[0.99762684,0.00033244106,0.00052212505,0.000018867127,0.000005154013,0.000004083947,0.000027611539,0.000010603746,0.0014524792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993706,0.000006493828,0.0000042722863,0.000009830003,0.000017641387,0.000024657866],"domain_scores_gemma":[0.99994385,0.000012364382,0.000015627273,0.000004670933,0.000012062951,0.000011410564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013078925,0.00023945386,0.00016500062,0.00010556045,0.00013194596,0.00017459095,0.00015365292,0.000162612,0.0013890576],"category_scores_gemma":[0.000120187244,0.00007316025,0.00012781596,0.00006130407,0.00011154135,0.00026536055,0.00015101746,0.00023942559,0.00021366456],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000117202966,0.000025980937,0.000047663507,0.00004404334,0.000003841896,0.000026643364,0.000014479599,0.00018201134,0.9982925,0.000052482985,0.000033145774,0.0011600361],"study_design_scores_gemma":[0.0000027830952,0.00010748695,0.00014669533,0.0000015111352,0.0000040281375,0.000008745717,0.000005462574,0.00034092384,0.99902165,0.000004381184,0.00035501947,0.0000012668875],"about_ca_topic_score_codex":0.0009717987,"about_ca_topic_score_gemma":0.0021180331,"teacher_disagreement_score":0.0013890576,"about_ca_system_score_codex":0.00016608155,"about_ca_system_score_gemma":0.00019495231,"threshold_uncertainty_score":0.0046468377},"labels":[],"label_agreement":null},{"id":"W3080613661","doi":"10.1016/j.cemconcomp.2020.103781","title":"Classification and quantification of cracks in concrete structures using deep learning image-based techniques","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":195,"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":"Mitacs; Western University","keywords":"Visual inspection; Computer science; Artificial intelligence; Image processing; Classifier (UML); Orientation (vector space); Deep learning; Process (computing); Computer vision; Pattern recognition (psychology); Structural engineering; Image (mathematics); Engineering; Mathematics","score_opus":0.017864483412695448,"score_gpt":0.23996187859926515,"score_spread":0.2220973951865697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3080613661","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":[0.31572324,0.00068941986,0.6797489,0.00021422406,0.000056259287,0.00005881591,0.0004709041,0.0014121836,0.0016260049],"genre_scores_gemma":[0.8493495,0.00036716025,0.14664033,0.000072803436,0.000044979985,0.000033777178,0.0007308625,0.000055997396,0.0027045747],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998344,0.000013017862,0.0000072502935,0.00004635718,0.00005856449,0.000040343784],"domain_scores_gemma":[0.9996184,0.000098543074,0.000079422454,0.000042096795,0.00013051287,0.000031123076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026047634,0.00057615386,0.0004244763,0.0014681597,0.00014480093,0.00054923596,0.00060216244,0.0009972911,0.0008523299],"category_scores_gemma":[0.0006600756,0.00026650686,0.00049168227,0.00060793885,0.00036222627,0.00064416305,0.0004854343,0.00073648954,0.0003732428],"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":[0.00036305096,0.00048369853,0.0106954025,0.00016726172,0.000091682545,0.00016313502,0.0000896057,0.20579912,0.18744443,0.0018512356,0.0027957943,0.5900556],"study_design_scores_gemma":[0.0000035289665,0.000032760738,0.0030427733,0.00000912388,0.000011267777,0.000035185272,0.000011775029,0.9820967,0.013968021,0.00049540744,0.0002866631,0.0000067780747],"about_ca_topic_score_codex":0.0047493065,"about_ca_topic_score_gemma":0.008580624,"teacher_disagreement_score":0.0047493065,"about_ca_system_score_codex":0.00038913006,"about_ca_system_score_gemma":0.00044942746,"threshold_uncertainty_score":0.009443283},"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":"W3106729527","doi":"10.1016/j.cemconcomp.2020.103872","title":"Effect of relative humidity and porosity on the logarithmic creep of the layered C–S–H minerals tobermorite and jennite","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tobermorite; Creep; Calcium silicate hydrate; Materials science; Microstructure; Porosity; Calcium silicate; Composite material; Relative humidity; Cement; Mineralogy; Thermodynamics; Chemistry","score_opus":0.01624468744839336,"score_gpt":0.22202102273804775,"score_spread":0.2057763352896544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3106729527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993963,0.00009934134,0.00012207232,0.000012629267,0.0000073360825,0.000002155951,0.000027310403,0.0000075581784,0.00032525064],"genre_scores_gemma":[0.9995758,0.000036098216,0.00006458634,0.0000066809444,0.0000025070801,7.083234e-7,0.000021264625,0.000005733238,0.0002866596],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998299,0.00003590877,0.000013221997,0.000029340801,0.000040332565,0.00005133961],"domain_scores_gemma":[0.99879277,0.0007910475,0.00010585855,0.00006209592,0.00010294329,0.00014526429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025722364,0.00017202513,0.00022419097,0.0001359365,0.00017932439,0.00031018912,0.00024119599,0.000229033,0.0018414074],"category_scores_gemma":[0.0011747283,0.00021535293,0.00014603973,0.0001142061,0.00065235875,0.0003348658,0.00022448636,0.0003788672,0.00015832295],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005552321,0.00017506229,0.0046886643,0.000058881895,0.00002993292,0.00017344931,0.00015310045,0.0016392131,0.9836284,0.00014949955,0.0000638564,0.0036877336],"study_design_scores_gemma":[0.00003530706,0.00090436556,0.023402575,0.0000048618076,0.000026871083,0.00009452156,0.00014905767,0.0059501743,0.9689071,0.0000629378,0.0004438114,0.000018256458],"about_ca_topic_score_codex":0.0034925896,"about_ca_topic_score_gemma":0.003698037,"teacher_disagreement_score":0.0034925896,"about_ca_system_score_codex":0.00026556506,"about_ca_system_score_gemma":0.00023901137,"threshold_uncertainty_score":0.006944537},"labels":[],"label_agreement":null},{"id":"W3114349564","doi":"10.1016/j.cemconcomp.2020.103912","title":"Rheo-morphological investigation of Reynolds dilatancy and its effect on pumpability of self-consolidating concrete","year":2020,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dilatant; Rheology; Materials science; Composite material; Tribometer; Reynolds number; Aggregate (composite); Self-consolidating concrete; Geotechnical engineering; Mechanics; Geology; Compressive strength; Tribology; Turbulence","score_opus":0.01659711077801576,"score_gpt":0.21853311317645008,"score_spread":0.20193600239843432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3114349564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852824,0.00014746428,0.00042971043,0.00001023475,0.000005504042,0.0000035067594,0.0000469745,0.0000094385905,0.00081884715],"genre_scores_gemma":[0.99931645,0.00005760369,0.00013188597,0.0000029358737,0.000002500394,0.0000013701069,0.000023210026,0.0000039621505,0.000460058],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990904,0.000013659543,0.0000074709055,0.000021498681,0.000028381752,0.000019933017],"domain_scores_gemma":[0.9996247,0.00012353418,0.000098492295,0.000033539924,0.00007732637,0.000042278516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001856317,0.00013092926,0.00012159556,0.00032022348,0.00016245687,0.00022736787,0.00014702465,0.00017600635,0.0023962394],"category_scores_gemma":[0.00046222954,0.00014587565,0.0001974102,0.0002799968,0.00032670915,0.00030520806,0.00012871566,0.0003502599,0.00018607224],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047706504,0.000052436906,0.002750856,0.000035013258,0.00000917938,0.0002138113,0.00010940052,0.0003838571,0.99261355,0.00013019862,0.000029686698,0.0031948523],"study_design_scores_gemma":[0.000013637371,0.00035489138,0.069310896,0.0000052979813,0.0000324116,0.00019442235,0.00019123312,0.003579994,0.9257164,0.000038808263,0.00054167036,0.000020237201],"about_ca_topic_score_codex":0.000764378,"about_ca_topic_score_gemma":0.0008425536,"teacher_disagreement_score":0.0023962394,"about_ca_system_score_codex":0.00012716363,"about_ca_system_score_gemma":0.00007903299,"threshold_uncertainty_score":0.008016169},"labels":[],"label_agreement":null},{"id":"W3132207206","doi":"10.1016/j.cemconcomp.2021.103966","title":"Alkali-activated fly ash foams for narrow-trench reinstatement","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Materials science; Fly ash; Composite material; Flexural strength; Shrinkage; Bond strength; Breakage; Consolidation (business); Thermal expansion; Asphalt; Compressive strength","score_opus":0.01881207156460426,"score_gpt":0.2479764809940853,"score_spread":0.22916440942948105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132207206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920465,0.0004806287,0.0047738873,0.000037439488,0.000032891276,0.000054091775,0.0000797019,0.0001841768,0.0023108614],"genre_scores_gemma":[0.9949449,0.00022883018,0.0018825886,0.0000106671305,0.0000019050912,0.000008861496,0.000049579354,0.000016873595,0.0028557763],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992585,0.0000071052536,0.0000033052836,0.000013146914,0.000025471429,0.000024997878],"domain_scores_gemma":[0.99992955,0.000011044921,0.000015093983,0.000009013682,0.000020378404,0.000014818833],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019128843,0.00022126002,0.00017869727,0.00030383948,0.0003115462,0.00022717632,0.00034471776,0.00026183485,0.0021352589],"category_scores_gemma":[0.00019447165,0.0001100798,0.00015958642,0.00013601585,0.00019560194,0.0003060134,0.00030352417,0.00026975112,0.0002619837],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005633394,0.00028337224,0.0013344974,0.000110836685,0.000016303773,0.00012502761,0.00009285966,0.0037198367,0.9560555,0.00038072764,0.0003111232,0.037006542],"study_design_scores_gemma":[0.000018399522,0.00054296793,0.0024138903,0.0000083833065,0.000026230171,0.00004372164,0.00009384073,0.0047857496,0.9890087,0.000054875116,0.002993238,0.000010055104],"about_ca_topic_score_codex":0.004324257,"about_ca_topic_score_gemma":0.023537919,"teacher_disagreement_score":0.004324257,"about_ca_system_score_codex":0.0002551341,"about_ca_system_score_gemma":0.0004588615,"threshold_uncertainty_score":0.008598149},"labels":[],"label_agreement":null},{"id":"W3169648949","doi":"10.1016/j.cemconcomp.2021.104116","title":"Impact resistance of steel fiber reinforced concrete in cold temperatures","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Fire effects on concrete 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":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Aggregate (composite); Impact resistance; Brittleness; Fiber; Cement; Volume (thermodynamics)","score_opus":0.006040528306698999,"score_gpt":0.21414790922258684,"score_spread":0.20810738091588785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169648949","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99734664,0.00013015133,0.00038461585,0.000011179506,0.000008223808,0.000007859263,0.000056645284,0.000029511293,0.0020251938],"genre_scores_gemma":[0.99827397,0.000050987757,0.000066804154,0.0000038332937,0.0000015362691,0.0000016607671,0.000041765645,0.000012109049,0.0015474415],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996215,0.000034948607,0.0000091183665,0.000044745157,0.0001517632,0.00013779929],"domain_scores_gemma":[0.99947816,0.00019982821,0.00006328843,0.000036899415,0.00013378104,0.00008809114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035101955,0.00038650125,0.0005535191,0.00078984076,0.00067694776,0.0004829142,0.00045101132,0.0005123197,0.005896651],"category_scores_gemma":[0.00069946714,0.0003699483,0.0004067561,0.00031765414,0.00071681757,0.00041861765,0.0004767996,0.00061495794,0.00086848607],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00249481,0.00011854935,0.007962426,0.000090713955,0.000035761426,0.00048018398,0.0003160611,0.023913734,0.9572282,0.0007629809,0.00019603972,0.0064006187],"study_design_scores_gemma":[0.000033207336,0.0009036198,0.06784129,0.000023586927,0.000053394062,0.00020604976,0.0004494287,0.025754718,0.90349764,0.00025156557,0.00094862556,0.000036864698],"about_ca_topic_score_codex":0.012542546,"about_ca_topic_score_gemma":0.013605967,"teacher_disagreement_score":0.012542546,"about_ca_system_score_codex":0.0007727742,"about_ca_system_score_gemma":0.00044931308,"threshold_uncertainty_score":0.02493906},"labels":[],"label_agreement":null},{"id":"W3182017263","doi":"10.1016/j.cemconcomp.2021.104173","title":"Exogenous healing in concrete with pH-sustained internal carbonation","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Carbonation; Service life; Shrinkage; Materials science; Self-healing; Cracking; Permeability (electromagnetism); Composite material; Geotechnical engineering; Geology; Chemistry","score_opus":0.006725916651403805,"score_gpt":0.2073305760184427,"score_spread":0.2006046593670389,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3182017263","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994911,0.0009318905,0.0021847999,0.000042290925,0.00003563747,0.000019559964,0.00006270314,0.000069554066,0.0017426353],"genre_scores_gemma":[0.9985474,0.00014828659,0.0005170866,0.0000071922,0.0000027128183,0.0000039579986,0.000016045084,0.000007398028,0.0007498305],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999156,0.000007830285,0.000003888216,0.000017423548,0.000025666828,0.000029579605],"domain_scores_gemma":[0.9999088,0.000016888831,0.00003063447,0.000012402069,0.00001242147,0.000018910285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012731359,0.00022092841,0.00011652456,0.000116837306,0.00011728425,0.0002369606,0.00014828148,0.00026066517,0.0009313324],"category_scores_gemma":[0.00015255377,0.00010224134,0.00014446482,0.00010696862,0.0002999882,0.00021440044,0.00018973008,0.00034076738,0.00014993644],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001272793,0.000021699214,0.00009027253,0.000042767857,0.000003969375,0.00004077117,0.000017971808,0.00036869058,0.99760455,0.00014591421,0.000027696766,0.0015085149],"study_design_scores_gemma":[0.000006367146,0.00006964865,0.00052476814,0.0000026078558,0.000003931771,0.000019123556,0.000011750219,0.000847054,0.99810225,0.00002413901,0.0003855667,0.0000027771312],"about_ca_topic_score_codex":0.0011302124,"about_ca_topic_score_gemma":0.0026153987,"teacher_disagreement_score":0.0011302124,"about_ca_system_score_codex":0.00028065158,"about_ca_system_score_gemma":0.00023710095,"threshold_uncertainty_score":0.0031155944},"labels":[],"label_agreement":null},{"id":"W3184004885","doi":"10.1016/j.cemconcomp.2021.104194","title":"Effect of CO2 surface treatment on penetrability and microstructure of cement-fly ash–slag ternary concrete","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Fly ash; Materials science; Calcium hydroxide; Cement; Calcium silicate hydrate; Microstructure; Durability; Thermogravimetric analysis; Scanning electron microscope; Calcium carbonate; Slag (welding); Permeability (electromagnetism); Ternary operation; Calcium silicate; Composite material; Chemical engineering; Chemistry; Membrane","score_opus":0.00876600332989645,"score_gpt":0.2391191311676488,"score_spread":0.23035312783775236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184004885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993331,0.000107041225,0.00011734796,0.000006840464,0.0000070625115,0.0000035937044,0.0000420346,0.000009327763,0.00037365692],"genre_scores_gemma":[0.99940515,0.00004396063,0.00008681995,0.000007266559,0.0000023480943,0.0000020662817,0.000040939995,0.0000063911516,0.00040501385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998167,0.000019963518,0.000015463966,0.000033781915,0.000049819468,0.00006423104],"domain_scores_gemma":[0.9996613,0.00009795157,0.00007128834,0.000023982646,0.00007614419,0.00006931097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001773781,0.00027518385,0.00024864485,0.00020213252,0.00024732953,0.0003349811,0.00017706784,0.00036053246,0.0017534222],"category_scores_gemma":[0.00037801897,0.0002153365,0.0002021385,0.00022481086,0.00035067153,0.00030700723,0.00013550554,0.00041745143,0.000221545],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00091314525,0.00005630429,0.00069752295,0.000044960983,0.000011929721,0.0000774472,0.00005381829,0.00040224686,0.99663323,0.000034110795,0.000030426507,0.0010449641],"study_design_scores_gemma":[0.000007720719,0.00023284032,0.006477086,0.0000018113606,0.000010190959,0.000024482795,0.000046108562,0.00069182273,0.99229795,0.000007653852,0.00019523007,0.000007164364],"about_ca_topic_score_codex":0.0052418667,"about_ca_topic_score_gemma":0.009059275,"teacher_disagreement_score":0.0052418667,"about_ca_system_score_codex":0.00033248033,"about_ca_system_score_gemma":0.00035429883,"threshold_uncertainty_score":0.010422707},"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":"W3201181644","doi":"10.1016/j.cemconcomp.2021.104263","title":"Could reactive MgO cement be a green solution? The effect of CO2 mineralization and manufacturing route on the potential global warming impact","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Magnesium Oxide Properties and Applications","field":"Materials Science","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Nanjing Tech University; University of Toronto","keywords":"Greenhouse gas; Life-cycle assessment; Environmental science; Carbon dioxide; Cement; Compressive strength; Fossil fuel; Mineralization (soil science); Portland cement; Waste management; Renewable energy; Pulp and paper industry; Carbon footprint; Mortar; Environmental engineering; Materials science; Chemistry; Composite material; Production (economics); Engineering; Soil science; Geology","score_opus":0.01202025226038524,"score_gpt":0.2458563925772603,"score_spread":0.23383614031687505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201181644","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93538153,0.033076108,0.006743258,0.008252068,0.00077309064,0.00003354465,0.0003602753,0.000108823864,0.015271357],"genre_scores_gemma":[0.9852866,0.009447057,0.0013103338,0.0003324755,0.000049183647,0.0000064633387,0.000049378123,0.00003371698,0.0034847506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998678,0.000024194003,0.000003195426,0.000035613215,0.000033261207,0.000035916917],"domain_scores_gemma":[0.9998441,0.000067283436,0.000029991454,0.000012651095,0.000030216015,0.000015619917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003743523,0.00036637174,0.00028750874,0.00023289924,0.00026122644,0.00082593923,0.00036127804,0.0010512067,0.003934882],"category_scores_gemma":[0.0005391334,0.00017051521,0.00033261726,0.00025282954,0.0006677509,0.0014128307,0.0003289093,0.0006071259,0.0006291997],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017748646,0.00015588346,0.004216568,0.0008885544,0.00011789358,0.0005521197,0.00007474564,0.007982588,0.9239545,0.015107347,0.0014668924,0.043708075],"study_design_scores_gemma":[0.000057876692,0.0011840087,0.010680699,0.00010630625,0.0001773026,0.00023140106,0.00073910266,0.008077711,0.9063664,0.018291257,0.05401963,0.000068311274],"about_ca_topic_score_codex":0.0028689422,"about_ca_topic_score_gemma":0.007023309,"teacher_disagreement_score":0.003934882,"about_ca_system_score_codex":0.0005001308,"about_ca_system_score_gemma":0.0004868834,"threshold_uncertainty_score":0.013163507},"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":"W3202947142","doi":"10.1016/j.cemconcomp.2021.104274","title":"A two-scale method to rapidly characterize the logarithmic basic creep of concrete by coupling microindentation and uniaxial compression creep test","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Properties and Behavior","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":"Polytechnique Montréal; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Creep; Materials science; Deflection (physics); Mortar; Composite material; Modulus; Structural engineering; Cement; Engineering","score_opus":0.011446952161491825,"score_gpt":0.23470146178037035,"score_spread":0.22325450961887852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3202947142","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":[0.14485589,0.0005821508,0.8457392,0.0001513367,0.00016858568,0.00050545926,0.00056110404,0.0025535733,0.0048827124],"genre_scores_gemma":[0.5103567,0.00043353142,0.47631422,0.00023235336,0.000055215085,0.0010713502,0.0004452781,0.0002563271,0.010834943],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989594,0.00010159842,0.000044483968,0.0001553742,0.0006864541,0.00005268967],"domain_scores_gemma":[0.9979235,0.00063860754,0.00023771403,0.00032036615,0.00076775806,0.000111992245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008198844,0.00075936044,0.00039078415,0.001554242,0.00044168788,0.00038581213,0.00076628296,0.000624848,0.0032859475],"category_scores_gemma":[0.0015956137,0.00046262605,0.00018463927,0.0008628194,0.00047806161,0.000976069,0.000652452,0.0009362417,0.0010032993],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000092070164,0.00010506694,0.0019725696,0.00007116199,0.000008158182,0.000036758152,0.000063267194,0.00018810546,0.95647955,0.0004941805,0.0004207865,0.04006829],"study_design_scores_gemma":[0.000042848034,0.0007291696,0.031175071,0.000017203052,0.00004370497,0.0009465015,0.00013292202,0.035351872,0.923614,0.0004174689,0.0074225613,0.00010666344],"about_ca_topic_score_codex":0.001155204,"about_ca_topic_score_gemma":0.005505735,"teacher_disagreement_score":0.0032859475,"about_ca_system_score_codex":0.00037890655,"about_ca_system_score_gemma":0.00054438703,"threshold_uncertainty_score":0.010992587},"labels":[],"label_agreement":null},{"id":"W3205479424","doi":"10.1016/j.cemconcomp.2021.104315","title":"A review on the modelling of carbonation of hardened and fresh cement-based materials","year":2021,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":144,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Carbonation; Cement; Curing (chemistry); Materials science; Process (computing); Process engineering; Environmental science; Composite material; Engineering; Computer science","score_opus":0.07792172930039862,"score_gpt":0.28767209844574304,"score_spread":0.20975036914534442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205479424","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":[0.0014913492,0.9910154,0.004742593,0.0001154108,0.0002182577,0.000013701106,0.0001550737,0.00004840446,0.0021997632],"genre_scores_gemma":[0.0064368444,0.9885853,0.002795451,0.00007963362,0.00016262726,0.000023153298,0.00021800923,0.000024070156,0.0016748977],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996978,0.00004136195,0.000030791278,0.0000721646,0.00013727554,0.000020634785],"domain_scores_gemma":[0.9996,0.00021519446,0.000050085033,0.000024698498,0.00009687206,0.000013187389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050516974,0.0015016891,0.002073875,0.001446383,0.00022660304,0.0010290992,0.0014803946,0.0013895836,0.0026496537],"category_scores_gemma":[0.00084657414,0.0006351413,0.0011468842,0.0025922798,0.00036266216,0.0014236295,0.0005679408,0.00080837664,0.0015318147],"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":[0.000115768824,0.00015986782,0.00045150128,0.05400724,0.00027995853,0.00025013438,0.000105617306,0.039230425,0.014780768,0.010752115,0.017046718,0.86281973],"study_design_scores_gemma":[0.00002841319,0.00027495594,0.0014194835,0.0075381687,0.00054822594,0.0007540042,0.00010146985,0.015827458,0.015139647,0.008195049,0.95005023,0.00012283884],"about_ca_topic_score_codex":0.0024629647,"about_ca_topic_score_gemma":0.0027356474,"teacher_disagreement_score":0.0026496537,"about_ca_system_score_codex":0.00054361834,"about_ca_system_score_gemma":0.0010112426,"threshold_uncertainty_score":0.008863986},"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":"W3214640081","doi":"10.1016/j.cemconcomp.2021.104345","title":"Influence of mineralogy and activator type on the rheology behaviour and setting time of laterite based geopolymer paste","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":70,"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":"Geopolymer; Laterite; Materials science; Rheology; Microstructure; Calcination; Aluminosilicate; Mineralogy; Chemical engineering; Metallurgy; Composite material; Compressive strength; Geology; Chemistry; Nickel; Organic chemistry","score_opus":0.008032718646090274,"score_gpt":0.21378652289730565,"score_spread":0.20575380425121537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214640081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989511,0.00026693364,0.00016987833,0.000014872171,0.00000899893,0.0000046318414,0.000059621925,0.000009227615,0.0005147136],"genre_scores_gemma":[0.9989548,0.00015876799,0.00021138007,0.000008077927,0.000003913662,0.0000033824472,0.00003862561,0.000007690397,0.0006134285],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998543,0.000024800247,0.00001661029,0.000032554195,0.00004128747,0.00003053847],"domain_scores_gemma":[0.9993968,0.00031238666,0.00010848886,0.000028395387,0.00007876663,0.0000751145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020162281,0.00016730781,0.00018774426,0.00018010559,0.00012336599,0.00032378852,0.00019432855,0.00018402042,0.0025151835],"category_scores_gemma":[0.00091830554,0.00017118116,0.00011327411,0.00024582422,0.00026462006,0.0003055586,0.00011190187,0.00036766683,0.00027141147],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010211146,0.00006339782,0.0013131262,0.00006943368,0.0000070812744,0.00012704385,0.000091113434,0.00031178552,0.9946732,0.000058206635,0.00003827287,0.0022262214],"study_design_scores_gemma":[0.00001646869,0.00053785666,0.01042318,0.000006207029,0.000025793923,0.00007613186,0.000085927204,0.0011225617,0.9870554,0.00002299668,0.00061566,0.000011790403],"about_ca_topic_score_codex":0.0009885145,"about_ca_topic_score_gemma":0.0024055098,"teacher_disagreement_score":0.0025151835,"about_ca_system_score_codex":0.00015175682,"about_ca_system_score_gemma":0.00024748285,"threshold_uncertainty_score":0.008414149},"labels":[],"label_agreement":null},{"id":"W4200242438","doi":"10.1016/j.cemconcomp.2021.104378","title":"Machine learning prediction of structural response of steel fiber-reinforced concrete beams subjected to far-field blast loading","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Response to Dynamic Loads","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":"McMaster University","funders":"","keywords":"Fiber-reinforced concrete; Structural engineering; Parametric statistics; Materials science; Fiber; Beam (structure); Computer science; Composite material; Engineering; Mathematics","score_opus":0.0069197024738248325,"score_gpt":0.2073391400455306,"score_spread":0.20041943757170577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200242438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9784545,0.00005919222,0.020513762,0.0000583991,0.0000193361,0.000008786861,0.000055814377,0.00015514155,0.0006749976],"genre_scores_gemma":[0.99780184,0.000018496805,0.0015550759,0.00000593355,0.0000039617103,0.0000045012093,0.00006361495,0.0000034631619,0.0005432501],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999907,0.000019283203,0.000003939936,0.000023980809,0.000023537374,0.000022258464],"domain_scores_gemma":[0.9995177,0.00027904744,0.000049753296,0.000024820378,0.00010070513,0.000027945982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034933467,0.00054083084,0.00033499257,0.00036733347,0.00021427884,0.00021767743,0.0003522077,0.0007527751,0.0007797197],"category_scores_gemma":[0.0009514834,0.00019571332,0.0002943509,0.00017497141,0.00025842641,0.00023931624,0.00018197163,0.00041197691,0.00020622832],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002618371,0.00025157843,0.008473071,0.00002837027,0.000026899064,0.00009191179,0.000028745344,0.9353611,0.0140199745,0.00017392245,0.00035547407,0.04092714],"study_design_scores_gemma":[0.0000011980236,0.000016445114,0.0019417019,7.749117e-7,0.0000012207976,0.000003148651,0.0000038407784,0.9971667,0.0008190044,0.000029914567,0.000014552594,0.0000016130612],"about_ca_topic_score_codex":0.0075895395,"about_ca_topic_score_gemma":0.008964744,"teacher_disagreement_score":0.0075895395,"about_ca_system_score_codex":0.0003147277,"about_ca_system_score_gemma":0.00033980305,"threshold_uncertainty_score":0.015090764},"labels":[],"label_agreement":null},{"id":"W4200456160","doi":"10.1016/j.cemconcomp.2021.104381","title":"A methodological approach applied to elaborate alkali-activated binders for mine paste backfills","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","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":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Tailings; Ground granulated blast-furnace slag; Portland cement; Materials science; Fly ash; Compressive strength; Slag (welding); Waste management; Metallurgy; Cement; Composite material; Engineering","score_opus":0.07639163122840892,"score_gpt":0.2571486817170684,"score_spread":0.18075705048865948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200456160","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":[0.013951336,0.00027546787,0.9808735,0.00017801207,0.0000599186,0.00029580994,0.00008281124,0.00008007288,0.0042030886],"genre_scores_gemma":[0.12467373,0.0007067332,0.86790806,0.00010477677,0.000025220155,0.0005309793,0.000089277644,0.000070747396,0.0058904854],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99773824,0.00083406793,0.00021799337,0.00044939274,0.0006278577,0.00013240338],"domain_scores_gemma":[0.99842846,0.00050561223,0.00014757643,0.00036017483,0.0005285369,0.000029562554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038533479,0.00071216223,0.000594114,0.0019012784,0.001337603,0.002527292,0.001355272,0.001141246,0.0031491541],"category_scores_gemma":[0.0039145723,0.00048789778,0.0011735058,0.0011687557,0.0022180798,0.0018728917,0.0016404213,0.0016344859,0.00084865757],"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":[0.00018572154,0.00042077675,0.003187427,0.0015337832,0.0001843374,0.0007243801,0.002343983,0.020344853,0.3568737,0.45964622,0.0009785899,0.15357624],"study_design_scores_gemma":[0.00012154222,0.0005809575,0.003933053,0.00039024255,0.00022182727,0.001043086,0.0026862216,0.076352246,0.5444769,0.25457296,0.11540737,0.00021354109],"about_ca_topic_score_codex":0.0019342207,"about_ca_topic_score_gemma":0.005745941,"teacher_disagreement_score":0.0038533479,"about_ca_system_score_codex":0.0010935153,"about_ca_system_score_gemma":0.0028526452,"threshold_uncertainty_score":0.020378709},"labels":[],"label_agreement":null},{"id":"W4200621562","doi":"10.1016/j.cemconcomp.2021.104370","title":"Novel tri-viscous model to simulate pumping of flowable concrete through characterization of lubrication layer and plug zones","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Plug flow; Lubrication; Tribometer; Materials science; Spark plug; Rheology; Viscosity; Bingham plastic; Flow (mathematics); Mechanics; Computational fluid dynamics; Geotechnical engineering; Geology; Composite material; Mechanical engineering; Tribology; Engineering; Physics","score_opus":0.027460179699152175,"score_gpt":0.24215434110018944,"score_spread":0.21469416140103725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200621562","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38786402,0.0009679803,0.5711003,0.0006462658,0.00044938503,0.00027223874,0.00091779075,0.0014007022,0.036381286],"genre_scores_gemma":[0.96815366,0.00028798895,0.020316672,0.00008435185,0.000036042846,0.00015995097,0.00029746184,0.00010751429,0.010556388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985397,0.000030308234,0.000012253905,0.000032284708,0.000037873695,0.00003329321],"domain_scores_gemma":[0.9996605,0.00011108126,0.0000534116,0.000028193943,0.000089068126,0.0000578045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002587309,0.0007536598,0.00083301717,0.0006464682,0.00060008833,0.0009978242,0.0016653247,0.0027351726,0.0031145597],"category_scores_gemma":[0.00077699387,0.00055186683,0.0009608232,0.00040641578,0.00065870874,0.00079423113,0.00076941174,0.0008359477,0.0003373488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037798523,0.00007757824,0.00065256667,0.000041864296,0.000019958352,0.00011409562,0.000030571606,0.99134445,0.0036730727,0.0020734067,0.00019522932,0.0017394419],"study_design_scores_gemma":[0.000004839751,0.000007766754,0.00005439333,0.000001832497,0.000002640369,0.000004678539,0.0000040463783,0.9994454,0.00027519825,0.00007669227,0.00012002404,0.0000025411414],"about_ca_topic_score_codex":0.019026289,"about_ca_topic_score_gemma":0.0101132225,"teacher_disagreement_score":0.019026289,"about_ca_system_score_codex":0.0006794637,"about_ca_system_score_gemma":0.0013542152,"threshold_uncertainty_score":0.037831068},"labels":[],"label_agreement":null},{"id":"W4210828005","doi":"10.1016/j.cemconcomp.2022.104439","title":"Influence of the type of the de-icing salt on its diffusion properties in cementitious materials at different temperatures","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnGlobe (Canada); Université Laval","funders":"","keywords":"Chloride; Cementitious; Cement; Salt (chemistry); Sodium; Icing; Corrosion; Materials science; Chemical engineering; Metallurgy; Chemistry; Mineralogy; Geology; Organic chemistry; Engineering","score_opus":0.018623876014327474,"score_gpt":0.22567743452929004,"score_spread":0.20705355851496257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210828005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982461,0.00036267994,0.00042015096,0.000019497744,0.00001760685,0.0000052324344,0.000109044,0.000014521475,0.0008051412],"genre_scores_gemma":[0.9988702,0.0001373783,0.00026391866,0.000008053829,0.000004441795,0.0000040882874,0.00006692111,0.000013924014,0.00063109485],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998423,0.000020834214,0.00001411527,0.00004571869,0.00003807501,0.00003908074],"domain_scores_gemma":[0.999423,0.00024855701,0.000086900865,0.000041724332,0.00012989003,0.00007003909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002052191,0.00031443886,0.00023129111,0.00019639527,0.00023887218,0.00031124428,0.00023448457,0.0002564173,0.0021582576],"category_scores_gemma":[0.0007545793,0.00023838415,0.00022416444,0.00019370696,0.0004248093,0.0003479278,0.00013527059,0.00047500164,0.00029201803],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010139897,0.000031174357,0.0007219504,0.00010230473,0.000015805448,0.00007240965,0.00013139356,0.00073624897,0.9952305,0.00011185087,0.00006963973,0.0017627071],"study_design_scores_gemma":[0.0000064251085,0.00015229799,0.0031330793,0.0000042535103,0.000015499929,0.000021136468,0.000044051678,0.00073720916,0.9955539,0.000011732676,0.0003117537,0.000008556201],"about_ca_topic_score_codex":0.002667581,"about_ca_topic_score_gemma":0.003385831,"teacher_disagreement_score":0.002667581,"about_ca_system_score_codex":0.00029122425,"about_ca_system_score_gemma":0.00027182087,"threshold_uncertainty_score":0.0072200894},"labels":[],"label_agreement":null},{"id":"W4248528429","doi":"10.1016/s0958-9465(03)00046-5","title":"Editorial","year":2003,"lang":"en","type":"editorial","venue":"Cement and Concrete Composites","topic":"","field":"","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Computer science","score_opus":0.007015976773318189,"score_gpt":0.23992814075395266,"score_spread":0.23291216398063447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248528429","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000068451205,0.009328018,0.00011528411,0.025542296,0.9552588,0.00005059169,0.000093928524,0.00009293086,0.009449794],"genre_scores_gemma":[0.0010499873,0.00904819,0.00023314318,0.034997705,0.88594383,0.000078546866,0.00017136263,0.00010155069,0.06837573],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99712473,0.000501783,0.00032549477,0.0003749664,0.0013758251,0.00029721268],"domain_scores_gemma":[0.98797417,0.0023660923,0.0012542808,0.00056552957,0.005852062,0.0019879276],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.003057683,0.002733928,0.0027488023,0.0037156246,0.0022793761,0.0053172344,0.0028800238,0.010019816,0.05369987],"category_scores_gemma":[0.015065205,0.001001867,0.0020759748,0.0014303079,0.0011039969,0.002115355,0.0015214477,0.008721067,0.033752475],"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":[0.00002283854,0.0000069347398,0.000014315497,0.00008965225,0.000008389475,0.00010580939,0.0000032266762,0.0000071938853,0.00002958942,0.000046676632,0.99492633,0.0047389986],"study_design_scores_gemma":[0.00005557543,0.000013890002,0.00018232616,0.00023961638,0.000038390383,0.00028384704,0.000015633132,0.000039531482,0.000079220365,0.00023398866,0.9988098,0.0000082476245],"about_ca_topic_score_codex":0.0020887475,"about_ca_topic_score_gemma":0.005489634,"teacher_disagreement_score":0.94630015,"about_ca_system_score_codex":0.0022226782,"about_ca_system_score_gemma":0.0023031805,"threshold_uncertainty_score":0},"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":"W4285400642","doi":"10.1016/j.cemconcomp.2022.104679","title":"Leaching of immobilized cesium from NaOH-activated fly ash-based geopolymers","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":37,"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":"Science and Engineering Research Board; Natural Sciences and Engineering Research Council of Canada","keywords":"Fly ash; Leaching (pedology); Curing (chemistry); Caesium; Nuclear chemistry; Crystallization; Chemistry; Desorption; Adsorption; Materials science; Inorganic chemistry; Polymer chemistry; Organic chemistry","score_opus":0.01080246476280216,"score_gpt":0.21310402531282985,"score_spread":0.20230156055002768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285400642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997465,0.00034770544,0.0013681919,0.000023658517,0.000013699644,0.000008573452,0.00008739859,0.000024105728,0.0006616999],"genre_scores_gemma":[0.99625224,0.0002554107,0.00095136085,0.00000911746,0.0000041464086,0.0000053418644,0.00012949192,0.000012413718,0.0023804922],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980205,0.000023130244,0.000015523432,0.000029596591,0.00005877767,0.0000710223],"domain_scores_gemma":[0.9998884,0.00003177909,0.000020112595,0.000012131097,0.000029578041,0.000017914892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024755887,0.0002850928,0.0003408078,0.00021730021,0.00016135152,0.00042635476,0.00030282498,0.00027513297,0.0008987427],"category_scores_gemma":[0.00033469952,0.00016633415,0.00028469024,0.00027598944,0.00024016497,0.00026997188,0.00024968086,0.00035261287,0.00027872555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026378984,0.00002444223,0.00024471746,0.00005490666,0.000014785314,0.000036537476,0.000039022565,0.00039143348,0.99709046,0.00010675062,0.000025926796,0.0017072777],"study_design_scores_gemma":[0.000004974257,0.0000687801,0.00036834527,0.000002092774,0.0000061078645,0.000010187656,0.000018722623,0.0005118561,0.9987406,0.000011662986,0.0002533636,0.0000033441092],"about_ca_topic_score_codex":0.002669152,"about_ca_topic_score_gemma":0.0049451343,"teacher_disagreement_score":0.002669152,"about_ca_system_score_codex":0.00038450825,"about_ca_system_score_gemma":0.0005072327,"threshold_uncertainty_score":0.005307257},"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":"W4288969850","doi":"10.1016/j.cemconcomp.2022.104698","title":"The effects of nano-silica on early-age hydration reactions of nano Portland cement","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Ettringite; Portland cement; Nano-; Transmission electron microscopy; Cement; Dissolution; Isothermal process; Chemical engineering; Hydration reaction; Reactivity (psychology); Materials science; Calorimetry; Chemistry; Mineralogy; Composite material; Nanotechnology; Thermodynamics","score_opus":0.007872511978453978,"score_gpt":0.21350168458072308,"score_spread":0.2056291726022691,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288969850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977957,0.00025633708,0.00027175972,0.000014951246,0.000008780203,0.000007058758,0.00005695426,0.000017126,0.0015712811],"genre_scores_gemma":[0.9985709,0.00010528247,0.00016312828,0.00000957857,0.0000024346944,0.0000021574044,0.000042067684,0.000008476485,0.0010960132],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990356,0.000013238175,0.0000067373376,0.000017958902,0.000025648338,0.000032788615],"domain_scores_gemma":[0.99977404,0.00009088177,0.000038673068,0.00001644394,0.0000382849,0.000041830233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002241668,0.00021834094,0.00013539988,0.00010895237,0.00012900736,0.00019015605,0.00015005474,0.00016741472,0.0033810155],"category_scores_gemma":[0.00037650077,0.00013866482,0.00019674782,0.00007505844,0.00027444604,0.00034143368,0.00017464955,0.00039760958,0.00035135704],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005272135,0.00004079186,0.0005284055,0.000051929157,0.000008159313,0.00004613397,0.00007744922,0.0003766643,0.9962943,0.00012151517,0.000047071473,0.0018802941],"study_design_scores_gemma":[0.000004420488,0.00019918663,0.0027195055,0.000002018102,0.0000043534455,0.000016837632,0.00003351873,0.0006629893,0.99590343,0.000015508933,0.0004329944,0.0000052255596],"about_ca_topic_score_codex":0.0025763959,"about_ca_topic_score_gemma":0.004306622,"teacher_disagreement_score":0.0033810155,"about_ca_system_score_codex":0.00023624142,"about_ca_system_score_gemma":0.00019807993,"threshold_uncertainty_score":0.011310637},"labels":[],"label_agreement":null},{"id":"W4293720855","doi":"10.1016/j.cemconcomp.2022.104737","title":"Effect of anchoring groups of polycarboxylate ether superplasticizer on the adsorption and dispersion of cement paste containing montmorillonite","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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","funders":"Ministry of Science and Technology of the People's Republic of China","keywords":"Superplasticizer; Adsorption; Fourier transform infrared spectroscopy; Montmorillonite; Materials science; Chemical engineering; Dispersion (optics); Cement; Composite material; Chemistry; Organic chemistry","score_opus":0.008848217576771109,"score_gpt":0.21662928382689708,"score_spread":0.207781066250126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293720855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99858093,0.00034455716,0.00029483455,0.000014444882,0.000017538854,0.00000606141,0.000039985018,0.000017260914,0.00068442],"genre_scores_gemma":[0.99766964,0.00032370765,0.00046109315,0.000016292035,0.000011416556,0.000005980436,0.00008303801,0.000009787941,0.0014191417],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998499,0.00002314373,0.000013582344,0.000033546006,0.000034204444,0.000045607252],"domain_scores_gemma":[0.99973184,0.00011650232,0.000048750637,0.000023194136,0.000034731234,0.00004507596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016414022,0.00038455136,0.0002444723,0.00014936623,0.00015118862,0.00018516906,0.0002957932,0.0003372271,0.0022087167],"category_scores_gemma":[0.00047954652,0.00019766748,0.00019157812,0.00016378751,0.00020915813,0.00032548115,0.00015719341,0.00042785695,0.00039303137],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004480614,0.000049405062,0.000110900386,0.00004533166,0.0000067380397,0.000033696724,0.000033525364,0.00011832256,0.9979128,0.00003913036,0.000019970132,0.0011820758],"study_design_scores_gemma":[0.000009368511,0.00035171324,0.0013175941,0.0000028542738,0.0000120383465,0.000019913365,0.000016927544,0.00040857916,0.99754274,0.000006178947,0.0003053755,0.000006755226],"about_ca_topic_score_codex":0.0017498486,"about_ca_topic_score_gemma":0.0028905622,"teacher_disagreement_score":0.0022087167,"about_ca_system_score_codex":0.00016167278,"about_ca_system_score_gemma":0.00020994032,"threshold_uncertainty_score":0.00738889},"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":"W4308297853","doi":"10.1016/j.cemconcomp.2022.104831","title":"Sulfate resistance of cement composites containing Nano-Fibrillated Cellulose (NFC)","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Portlandite; Materials science; Cement; Composite material; Ultimate tensile strength; Scanning electron microscope; Fourier transform infrared spectroscopy; Ettringite; Chemical engineering; Portland cement","score_opus":0.014099806801862085,"score_gpt":0.2187911582570359,"score_spread":0.2046913514551738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308297853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990976,0.0001788742,0.0002442825,0.0000066636885,0.000008200348,0.000003224563,0.00003053894,0.000011261036,0.00041941679],"genre_scores_gemma":[0.9988661,0.000074806034,0.00021736386,0.000005950226,0.000002640918,0.0000019015343,0.000045534227,0.0000065734735,0.00077927375],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980515,0.00003150511,0.000012311628,0.000027588378,0.000079534475,0.000044021363],"domain_scores_gemma":[0.9996815,0.00009299518,0.00007058404,0.000023105653,0.00007668383,0.000055224806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024054835,0.00031385035,0.00019940945,0.0002500427,0.000151962,0.00016769591,0.00013881682,0.0002232492,0.001393499],"category_scores_gemma":[0.00033395368,0.00016395235,0.00022325198,0.00014695161,0.00020579343,0.00020347895,0.0001360611,0.00029431444,0.00019567563],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020857179,0.000015863803,0.00030407563,0.000024104458,0.0000045908264,0.000033506283,0.000029921508,0.0001683614,0.99842596,0.000039085116,0.00001709689,0.0007288179],"study_design_scores_gemma":[0.000003572066,0.0001750355,0.0022582288,0.0000015813712,0.000006593372,0.00003199551,0.000017831431,0.000725345,0.9965533,0.000008387157,0.00021507447,0.0000030655183],"about_ca_topic_score_codex":0.0022060238,"about_ca_topic_score_gemma":0.00317231,"teacher_disagreement_score":0.0022060238,"about_ca_system_score_codex":0.00019531159,"about_ca_system_score_gemma":0.00021124308,"threshold_uncertainty_score":0.004661739},"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":"W4320716677","doi":"10.1016/j.cemconcomp.2023.104965","title":"Printing quality control of cement-based materials under flow and rest conditions","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Thixotropy; Rheology; Shearing (physics); Materials science; Cement; Microstructure; Viscosity; Composite material; Process engineering; Engineering","score_opus":0.019325748872616844,"score_gpt":0.25687019668454547,"score_spread":0.23754444781192863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320716677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9856448,0.0007744965,0.0104536,0.000031646607,0.000040817402,0.000018608802,0.00011172438,0.00027082014,0.0026535275],"genre_scores_gemma":[0.99531895,0.00024546456,0.0022806278,0.000013254055,0.000010075944,0.000006128382,0.00008007807,0.00008352061,0.001961854],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99940217,0.000067236055,0.00003778917,0.0001225535,0.00026478045,0.00010552305],"domain_scores_gemma":[0.9989242,0.00039602327,0.00022526753,0.00016050687,0.00022866273,0.000065341876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005580798,0.0003511434,0.0003052846,0.00048661776,0.00045270345,0.0010759183,0.00027941464,0.00027891638,0.0016492272],"category_scores_gemma":[0.0014357618,0.00026922877,0.00036695265,0.0004591575,0.0005536141,0.00046194345,0.00030629768,0.00043432295,0.0002781975],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039273946,0.000032236912,0.0005727868,0.000050722407,0.000010592817,0.00010272694,0.00016888326,0.0010280892,0.98779684,0.00016909292,0.00007388059,0.009601347],"study_design_scores_gemma":[0.0000033436831,0.000051161176,0.0015804423,0.0000010828817,0.000007615622,0.000019195142,0.000015497408,0.00081317587,0.9972914,0.000023115415,0.00018783411,0.000006104111],"about_ca_topic_score_codex":0.0015259142,"about_ca_topic_score_gemma":0.001830136,"teacher_disagreement_score":0.0016492272,"about_ca_system_score_codex":0.00045830765,"about_ca_system_score_gemma":0.00028410376,"threshold_uncertainty_score":0.0055172443},"labels":[],"label_agreement":null},{"id":"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":"W4380357745","doi":"10.1016/j.cemconcomp.2023.105173","title":"Influence of ferronickel slag on the reaction kinetics and microstructure of alkali-activated slag","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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","funders":"Fundamental Research Funds for the Central Universities; National University's Basic Research Foundation of China; Southeast University; National Natural Science Foundation of China","keywords":"Alkalinity; Alkali metal; Microstructure; Sodium hydroxide; Slag (welding); Sodium silicate; Chemistry; Ferroalloy; Metallurgy; Materials science; Inorganic chemistry; Chemical engineering; Organic chemistry","score_opus":0.01461831245488769,"score_gpt":0.23304528165474114,"score_spread":0.21842696919985347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380357745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99937624,0.00009495086,0.00013037503,0.000006223909,0.000003922358,0.000002413254,0.000024622095,0.000007908608,0.00035331384],"genre_scores_gemma":[0.9994999,0.00005263408,0.00009042395,0.0000050978197,0.0000013908051,0.0000011779354,0.000020089428,0.0000056564686,0.0003234638],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999907,0.000012950835,0.000005314221,0.000018429595,0.00002124515,0.000034965655],"domain_scores_gemma":[0.9997969,0.000080722995,0.00003936759,0.000013235905,0.000036428242,0.000033378547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016242852,0.00018108627,0.00016324197,0.00014920594,0.00015347968,0.000273592,0.00013218458,0.00015984333,0.0013820331],"category_scores_gemma":[0.00030863922,0.00013907823,0.00016415071,0.00012290852,0.00029853283,0.00020393773,0.000086660395,0.0002378674,0.00018696484],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005549548,0.000016309754,0.0005107557,0.000029824847,0.000006172174,0.000044299766,0.0000435728,0.00032392493,0.9975799,0.000052019575,0.000016037304,0.0008222638],"study_design_scores_gemma":[0.000008546591,0.00015040868,0.0040734936,0.000002015639,0.0000066693465,0.000016778253,0.000035459758,0.0009668606,0.99449843,0.000015041334,0.00022152354,0.0000047950584],"about_ca_topic_score_codex":0.0036632386,"about_ca_topic_score_gemma":0.00602198,"teacher_disagreement_score":0.0036632386,"about_ca_system_score_codex":0.0002748498,"about_ca_system_score_gemma":0.00031432378,"threshold_uncertainty_score":0.0072838664},"labels":[],"label_agreement":null},{"id":"W4381186844","doi":"10.1016/j.cemconcomp.2023.105186","title":"Investigation on the influential mechanism of FA and GGBS on the properties of CO2-cured cement paste","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":117,"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":"Natural Science Foundation of Hunan Province; National Natural Science Foundation of China","keywords":"Ground granulated blast-furnace slag; Materials science; Calcite; Compressive strength; Cement; Carbonation; Calcium carbonate; Microstructure; Composite material; Aluminate; Crystallinity; Portland cement; Portlandite; Mineralogy; Chemical engineering; Chemistry","score_opus":0.05180006984581924,"score_gpt":0.21356258395299957,"score_spread":0.16176251410718034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381186844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973253,0.0012590687,0.0008245485,0.000015000313,0.000008746285,0.000009889652,0.00005331835,0.000015909714,0.0004881371],"genre_scores_gemma":[0.99848133,0.00043270225,0.00068302517,0.000006885539,0.000003008422,0.0000042533024,0.000024494933,0.000006424415,0.00035793165],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989355,0.000015140712,0.000007311257,0.000021569156,0.00004256401,0.000019899622],"domain_scores_gemma":[0.99982446,0.00007053169,0.00004663541,0.000012538853,0.000029273619,0.000016585447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015109366,0.00031886384,0.00023701211,0.00022138325,0.00010642553,0.00021998001,0.000115249335,0.0002529074,0.00076641835],"category_scores_gemma":[0.00023841189,0.00013753813,0.00020960432,0.0001234334,0.00019053483,0.00031163177,0.000086593645,0.0002673913,0.00013657482],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007190015,0.000010197026,0.00049410295,0.000072136696,0.0000070261212,0.000052602823,0.000016884424,0.00012532806,0.9978352,0.000023693448,0.0000064238648,0.0012845728],"study_design_scores_gemma":[0.0000022417041,0.00011945624,0.0063266307,0.0000028464992,0.000017151237,0.000060459413,0.000022121052,0.00072051777,0.99234855,0.000011258981,0.00036448237,0.000004296754],"about_ca_topic_score_codex":0.0006850427,"about_ca_topic_score_gemma":0.0018832388,"teacher_disagreement_score":0.00076641835,"about_ca_system_score_codex":0.0001272324,"about_ca_system_score_gemma":0.00013376854,"threshold_uncertainty_score":0.0025639534},"labels":[],"label_agreement":null},{"id":"W4382364686","doi":"10.1016/j.cemconcomp.2023.105180","title":"Behaviour of UHPFRC-retrofitted RC beams with varying strengthening configurations under single and repeated blast loading","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Response to Dynamic Loads","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 Ottawa","funders":"","keywords":"Hinge; Structural engineering; Plastic hinge; Beam (structure); Tension (geology); Bending; Span (engineering); Reinforced concrete; Materials science; Engineering; Composite material; Compression (physics)","score_opus":0.01264765678372627,"score_gpt":0.21082596089217054,"score_spread":0.19817830410844428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382364686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975581,0.0001617295,0.0009041234,0.00002514181,0.000015242387,0.000011914085,0.0002293332,0.00009609005,0.0009982664],"genre_scores_gemma":[0.9974624,0.000097560565,0.000756473,0.00002493508,0.000003760633,0.00001306716,0.0001539869,0.00002357213,0.0014641791],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945086,0.00007507287,0.00003943376,0.00008875186,0.00022009577,0.00012585078],"domain_scores_gemma":[0.9985777,0.00053476496,0.00022015024,0.00012616317,0.00039189286,0.00014937793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069296325,0.0004703812,0.00045122695,0.00068269024,0.00043363357,0.0002725706,0.0006220173,0.000904729,0.005002351],"category_scores_gemma":[0.0014645758,0.00039498432,0.00032728902,0.0005759474,0.0009580545,0.00034147632,0.00027073405,0.0004693018,0.00077437493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015290033,0.00009219803,0.0018102683,0.00009708481,0.000026623142,0.0002560248,0.0005107747,0.007201207,0.9833694,0.00015066058,0.000246477,0.004710358],"study_design_scores_gemma":[0.000040818577,0.0014416378,0.030269502,0.000030166182,0.00006971395,0.00020083332,0.00051138556,0.01616681,0.95002407,0.000056744044,0.0011419237,0.00004635326],"about_ca_topic_score_codex":0.0044301823,"about_ca_topic_score_gemma":0.0059422776,"teacher_disagreement_score":0.005002351,"about_ca_system_score_codex":0.00036308507,"about_ca_system_score_gemma":0.00043323694,"threshold_uncertainty_score":0.01673454},"labels":[],"label_agreement":null},{"id":"W4387122015","doi":"10.1016/j.cemconcomp.2023.105307","title":"Effect of conditions on wet carbonation products of recycled cement paste powder","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":113,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Carbonation; Vaterite; Materials science; Crystallite; Cement; Chemical engineering; Crystallization; Silica gel; Composite material; Calcium carbonate; Aragonite; Metallurgy","score_opus":0.011821010496921374,"score_gpt":0.25371080353182124,"score_spread":0.24188979303489985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387122015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979025,0.000493839,0.0002602135,0.000015957652,0.000023196933,0.000012380088,0.00016719593,0.00002780976,0.001096938],"genre_scores_gemma":[0.9987669,0.00019794054,0.0002682363,0.000012939585,0.000008379343,0.0000060221328,0.00011986435,0.000016429647,0.0006032883],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969304,0.00004198879,0.000027586942,0.00007181329,0.00007524017,0.000090418136],"domain_scores_gemma":[0.99948394,0.00024389083,0.00008841349,0.000041092066,0.00008514303,0.00005745927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002511717,0.00036184918,0.00029246495,0.00022659634,0.00024615892,0.00035687044,0.00027594657,0.00038454917,0.0038569574],"category_scores_gemma":[0.0007400633,0.00021743326,0.00023746178,0.00025493058,0.0003590014,0.0005187834,0.00016185896,0.00055203994,0.000338644],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023985365,0.00011692159,0.0004717734,0.00015671313,0.000023048513,0.00014428144,0.000092271104,0.00038672448,0.99312264,0.00007857743,0.00008788748,0.0029205238],"study_design_scores_gemma":[0.000010466949,0.00037348992,0.0020498785,0.00000387826,0.000012289674,0.000023355824,0.00003075745,0.00023142673,0.9969844,0.000006899019,0.00026675366,0.000006414227],"about_ca_topic_score_codex":0.0022960443,"about_ca_topic_score_gemma":0.0043846443,"teacher_disagreement_score":0.0038569574,"about_ca_system_score_codex":0.00028154967,"about_ca_system_score_gemma":0.0003121274,"threshold_uncertainty_score":0.012902796},"labels":[],"label_agreement":null},{"id":"W4388304363","doi":"10.1016/j.cemconcomp.2023.105349","title":"Development of a durability indicator to forecast the efficiency of preventive measures against external sulphate attack","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Engineering and Environmental Studies","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":"University of Ottawa","funders":"H2020 Marie Skłodowska-Curie Actions; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Horizon 2020; European Commission; Natural Sciences and Engineering Research Council of Canada; Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Durability; Reliability engineering; Preventive maintenance; Forensic engineering; Environmental science; Risk analysis (engineering); Business; Computer science; Engineering","score_opus":0.01896533852073177,"score_gpt":0.21640028583290521,"score_spread":0.19743494731217345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388304363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8998505,0.00172666,0.09247375,0.00008173859,0.000051480845,0.00011416635,0.0012081836,0.00080600654,0.003687555],"genre_scores_gemma":[0.97930497,0.00040179797,0.018833367,0.000011842736,0.000010700572,0.000037399706,0.0005218649,0.000017201362,0.00086078],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996525,0.00005755551,0.000038088594,0.000073716765,0.00014993797,0.000028128215],"domain_scores_gemma":[0.99885654,0.00034157335,0.00040154683,0.00007259208,0.00026695727,0.00006087304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009530685,0.0007328102,0.00063033984,0.0018874498,0.00013417337,0.0006684949,0.0003538686,0.0008060805,0.00087043503],"category_scores_gemma":[0.0012607024,0.00024980278,0.00034913124,0.00058686914,0.0001686534,0.0007094973,0.0003212457,0.00039589492,0.00054996466],"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":[0.0010755818,0.0005992014,0.30013782,0.00072777434,0.00027710956,0.00018637071,0.00018815622,0.074975476,0.45659792,0.00067672034,0.0006712876,0.16388652],"study_design_scores_gemma":[0.000030737643,0.0028450037,0.26210237,0.000079621925,0.00027949084,0.00037805122,0.00026501488,0.31338754,0.41590223,0.00074634596,0.0038550869,0.00012852895],"about_ca_topic_score_codex":0.000927963,"about_ca_topic_score_gemma":0.0012352107,"teacher_disagreement_score":0.0018874498,"about_ca_system_score_codex":0.00029695086,"about_ca_system_score_gemma":0.00029635607,"threshold_uncertainty_score":0.0050403476},"labels":[],"label_agreement":null},{"id":"W4388591075","doi":"10.1016/j.cemconcomp.2023.105354","title":"Effect of diethanolisopropanolamine and ethyldiisopropylamine on hydration and strength development of cement-fly ash-limestone ternary blend","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"China Scholarship Council; Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China","keywords":"Fly ash; Ternary operation; Cement; Porosity; Materials science; Compressive strength; Dose; Chemical engineering; Chemistry; Nuclear chemistry; Metallurgy; Composite material","score_opus":0.010130031991177285,"score_gpt":0.2431536187824785,"score_spread":0.2330235867913012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388591075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99899524,0.0002491494,0.00015468975,0.000010121314,0.0000086780565,0.0000069223343,0.00003234619,0.000009945705,0.00053277373],"genre_scores_gemma":[0.9975752,0.00022609941,0.00041983317,0.000013334466,0.000003542138,0.000005881106,0.00004815619,0.000004843898,0.0017030924],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999392,0.0000073350434,0.000008823013,0.000012142025,0.000013293503,0.000019144234],"domain_scores_gemma":[0.9998097,0.000049823626,0.000040963987,0.000009868179,0.000035849534,0.000053816577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010833276,0.00019347567,0.00015743896,0.00013564412,0.00011626418,0.00013851192,0.00019967409,0.00018780977,0.00154119],"category_scores_gemma":[0.00021356986,0.00012830405,0.00015778252,0.00009174658,0.00014319854,0.00018043512,0.00010637043,0.0003442135,0.0001867019],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011096174,0.00013718191,0.0003316317,0.000068759175,0.000009050156,0.00006122711,0.000048951937,0.0001764339,0.99606967,0.000041996343,0.000028398292,0.0019171445],"study_design_scores_gemma":[0.000012063357,0.0004388937,0.0022057926,0.0000029405628,0.000014979609,0.000019661109,0.000019502897,0.0004703761,0.9964875,0.0000043815426,0.00032009344,0.0000037355462],"about_ca_topic_score_codex":0.0016006608,"about_ca_topic_score_gemma":0.0035531085,"teacher_disagreement_score":0.0016006608,"about_ca_system_score_codex":0.00012497984,"about_ca_system_score_gemma":0.00024166743,"threshold_uncertainty_score":0.005155802},"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":"W4390064763","doi":"10.1016/j.cemconcomp.2023.105409","title":"New biopolymers as viscosity-modifying admixtures to improve the rheological properties of cement-based materials","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Rheology; Biopolymer; Guar gum; Tragacanth; Materials science; Syneresis; Guar; Dispersion (optics); Composite material; Viscosity; Apparent viscosity; Shear thinning; Lime; Cement; Chemistry; Polymer; Food science","score_opus":0.017529601011774965,"score_gpt":0.22765462658939586,"score_spread":0.2101250255776209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390064763","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96476394,0.008545703,0.023113046,0.00016697211,0.00025019198,0.00008460548,0.00012771857,0.00017163184,0.0027761871],"genre_scores_gemma":[0.97426105,0.003995757,0.018352328,0.00015160933,0.00006339945,0.000059493268,0.00010413092,0.00006598845,0.0029462683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998715,0.000027205602,0.000013714726,0.000028590213,0.0000390342,0.000020021564],"domain_scores_gemma":[0.999819,0.000028908142,0.00007193017,0.000012923354,0.00002895002,0.00003829111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035261604,0.00044269254,0.00022129588,0.00035828975,0.00013280618,0.000367537,0.00021566216,0.00038755502,0.00070365286],"category_scores_gemma":[0.0003518865,0.00019201463,0.00025516475,0.00022734188,0.00019229735,0.0005291871,0.0002634874,0.00090443465,0.00023289991],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000063285996,0.000060014852,0.000057818575,0.00008849477,0.000011113496,0.000037712856,0.000023595985,0.00025241452,0.9941391,0.0003613043,0.00005129232,0.0048538563],"study_design_scores_gemma":[0.000012249173,0.00021021039,0.00031111643,0.000011308351,0.000026297292,0.000041855088,0.000008040922,0.0010194192,0.99575835,0.000036002664,0.0025577233,0.000007415101],"about_ca_topic_score_codex":0.00019753937,"about_ca_topic_score_gemma":0.00046887997,"teacher_disagreement_score":0.00070365286,"about_ca_system_score_codex":0.00016073667,"about_ca_system_score_gemma":0.0001487664,"threshold_uncertainty_score":0.0023539662},"labels":[],"label_agreement":null},{"id":"W4390705812","doi":"10.1016/j.cemconcomp.2024.105440","title":"Influence of engineered self-healing systems on ASR damage development in concrete","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","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":"University of Ottawa","funders":"H2020 Marie Skłodowska-Curie Actions; Horizon 2020; Natural Sciences and Engineering Research Council of Canada; European Commission; University of Ottawa","keywords":"Self-healing; Forensic engineering; Engineering; Medicine","score_opus":0.007265333698800017,"score_gpt":0.21472805539918544,"score_spread":0.20746272170038543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390705812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99866855,0.00038745516,0.0005699664,0.0000069125977,0.000005344408,0.0000105783765,0.000022908009,0.000019825133,0.000308449],"genre_scores_gemma":[0.9986914,0.00019753109,0.00081576046,0.0000057860116,0.0000014173173,0.0000060415114,0.000018066126,0.000005037609,0.00025895334],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998248,0.000027434777,0.000013712661,0.00003952315,0.000060703762,0.000033827033],"domain_scores_gemma":[0.9998097,0.00003608508,0.00007772577,0.000017365337,0.000026336234,0.00003286947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015209682,0.00027269096,0.00017769414,0.00019231677,0.000111610825,0.00027396524,0.00018371905,0.00022018986,0.00057479215],"category_scores_gemma":[0.00027043067,0.00014067395,0.00016254178,0.00009657681,0.00023391224,0.00024654483,0.0002489079,0.00033087807,0.000114998824],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000095533804,0.00004726687,0.00015283316,0.00004940287,0.000007574731,0.000018036204,0.000015758515,0.0003881215,0.9977354,0.000026998017,0.000007859014,0.001455099],"study_design_scores_gemma":[0.000004842379,0.00045528202,0.0011008825,0.000003927051,0.000009481389,0.000019072311,0.000013460345,0.000981568,0.9970999,0.000007095147,0.00030105928,0.0000034494103],"about_ca_topic_score_codex":0.0007301317,"about_ca_topic_score_gemma":0.0020675047,"teacher_disagreement_score":0.0007301317,"about_ca_system_score_codex":0.00023154155,"about_ca_system_score_gemma":0.00018950354,"threshold_uncertainty_score":0.0019229054},"labels":[],"label_agreement":null},{"id":"W4391506681","doi":"10.1016/j.cemconcomp.2024.105470","title":"Recent advances in cementless ultra-high-performance concrete using alkali-activated materials and industrial byproducts: A review","year":2024,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Research Foundation of Korea; Ministry of Science, ICT and Future Planning","keywords":"Materials science; Durability; Cement; Ultimate tensile strength; Raw material; Portland cement; Lime; Composite material; Waste management; Metallurgy; Engineering; Chemistry","score_opus":0.0629764491717918,"score_gpt":0.31356285610546664,"score_spread":0.25058640693367484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391506681","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":[0.00024038504,0.99895215,0.00014145882,0.00006812586,0.00009887121,0.000005316635,0.000029080087,0.000006107702,0.00045844962],"genre_scores_gemma":[0.00062503637,0.99877876,0.00019764974,0.000064634,0.00007020004,0.000003849538,0.000028993192,8.4835665e-7,0.00023006646],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998386,0.00001535441,0.000029119663,0.000039079212,0.00006243751,0.00001538421],"domain_scores_gemma":[0.9996542,0.00016218064,0.00007303302,0.0000084072235,0.00007820376,0.000024038232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005194482,0.0010937107,0.0015096881,0.0028885757,0.00021382129,0.00096610974,0.00071145745,0.00077113154,0.0028805071],"category_scores_gemma":[0.0006502381,0.0003787453,0.0007721374,0.003050247,0.00028429995,0.001304237,0.000642237,0.00101499,0.0011447765],"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":[0.0001382256,0.00014190814,0.0003018601,0.06496392,0.00023336329,0.00025178937,0.000079753554,0.00068150216,0.008327394,0.0022000112,0.014554646,0.90812564],"study_design_scores_gemma":[0.000036444748,0.00031598663,0.0018855844,0.0061560962,0.0007774528,0.0009878507,0.00013959433,0.00021685202,0.003357544,0.0013466799,0.98472196,0.000057909678],"about_ca_topic_score_codex":0.0010328803,"about_ca_topic_score_gemma":0.002213201,"teacher_disagreement_score":0.0028885757,"about_ca_system_score_codex":0.00033328735,"about_ca_system_score_gemma":0.0010734408,"threshold_uncertainty_score":0.009636283},"labels":[],"label_agreement":null},{"id":"W4391774453","doi":"10.1016/j.cemconcomp.2024.105476","title":"Effect of corrosion pit distribution of rebar on pore, and crack characteristics in concrete","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Corrosion; Rebar; Scanning electron microscope; Porosity; Composite material; Cement; Metallurgy","score_opus":0.005012284232784619,"score_gpt":0.2171800600119285,"score_spread":0.21216777577914386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391774453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992005,0.000100473386,0.00032535562,0.000005186253,0.0000030644974,0.0000015135146,0.000022492677,0.000016931583,0.00032447532],"genre_scores_gemma":[0.99943525,0.00003280165,0.00010798187,0.0000034136938,0.0000013792753,6.5978725e-7,0.00001546703,0.0000073791434,0.00039565723],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982375,0.000033912755,0.0000094042725,0.000031698313,0.000048050126,0.000053213476],"domain_scores_gemma":[0.99923766,0.0003331287,0.00014275109,0.000037744125,0.00014026505,0.00010840343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024883458,0.00022129019,0.00031386202,0.00021120964,0.00014908463,0.00033968873,0.00030979514,0.00030951793,0.0028252178],"category_scores_gemma":[0.00077144353,0.0003186159,0.0001401745,0.00017807202,0.00034281515,0.0003824222,0.00017780345,0.0003164052,0.00034835574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016475499,0.00008043138,0.0019467906,0.000048367274,0.0000108104705,0.00015490994,0.000053063337,0.0021486513,0.9910381,0.000070316535,0.000046926223,0.0027539926],"study_design_scores_gemma":[0.00003458756,0.0013266836,0.02750911,0.0000065740305,0.00003771875,0.00021145745,0.00011813809,0.008187091,0.9621485,0.000039016926,0.0003635136,0.000017519349],"about_ca_topic_score_codex":0.001990438,"about_ca_topic_score_gemma":0.0026473464,"teacher_disagreement_score":0.0028252178,"about_ca_system_score_codex":0.00028173547,"about_ca_system_score_gemma":0.00018599808,"threshold_uncertainty_score":0.00945133},"labels":[],"label_agreement":null},{"id":"W4392660015","doi":"10.1016/j.cemconcomp.2024.105509","title":"Preparation and performance analysis of 3D printed lightweight EPS concrete: Insights from the excess paste theory","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Materials science; Rheology; Composite material; Aggregate (composite); Mortar; Composite number; Volume (thermodynamics); Yield (engineering); 3d printed","score_opus":0.00802242290240169,"score_gpt":0.22328553656486927,"score_spread":0.2152631136624676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392660015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96694785,0.00024394476,0.02858592,0.000044850403,0.00001529513,0.000017551214,0.00013504815,0.00024900417,0.0037605397],"genre_scores_gemma":[0.99515224,0.00009184432,0.0034266247,0.0000069089556,0.0000023521068,0.0000060549014,0.00006328196,0.000031417883,0.0012192823],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966586,0.000026031468,0.000016403663,0.00004044974,0.00021835246,0.000032899832],"domain_scores_gemma":[0.99962795,0.00015495597,0.000064404434,0.00006289842,0.000073770796,0.000016020009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025974525,0.00026354042,0.00033177578,0.00028958876,0.00018532484,0.0004918072,0.00038438605,0.00051478186,0.0016663579],"category_scores_gemma":[0.0006735088,0.00020732945,0.0003520739,0.00027395794,0.00041839428,0.00037868772,0.00030602477,0.00034627473,0.00048500486],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021375885,0.0000613209,0.0010599055,0.00011986301,0.000016488028,0.0001653903,0.00007867926,0.09621465,0.8860748,0.0009161208,0.00011325904,0.014965871],"study_design_scores_gemma":[0.000008204241,0.00024846318,0.0041630734,0.0000049448777,0.000014609316,0.00007074052,0.000034884466,0.16239233,0.8322413,0.00029073012,0.0005126773,0.000018024208],"about_ca_topic_score_codex":0.0007422404,"about_ca_topic_score_gemma":0.0008464459,"teacher_disagreement_score":0.0016663579,"about_ca_system_score_codex":0.00032484686,"about_ca_system_score_gemma":0.00022947848,"threshold_uncertainty_score":0.0055745244},"labels":[],"label_agreement":null},{"id":"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":"W4394725607","doi":"10.1016/j.cemconcomp.2024.105538","title":"Understanding the multiple actions of phosphoric acid-modified steel slag powder on early-age hydration of cement","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Phosphoric acid; Cement; Cementitious; Ground granulated blast-furnace slag; Materials science; Dissolution; Slag (welding); Metallurgy; Phosphate; Chemistry; Organic chemistry","score_opus":0.07707740798875097,"score_gpt":0.26676457885142657,"score_spread":0.1896871708626756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394725607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912068,0.002265904,0.004391694,0.00015936895,0.000021361735,0.00001424765,0.000046514462,0.00004518667,0.0018489202],"genre_scores_gemma":[0.9975007,0.00067316875,0.001033239,0.00002140887,0.0000043996297,0.000004048686,0.000020981735,0.000006804176,0.000735171],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990594,0.0000070970195,0.000004302188,0.000022873526,0.000029598395,0.000030177682],"domain_scores_gemma":[0.9999286,0.000023708604,0.000018429324,0.0000059967497,0.000012404894,0.000010839322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018445925,0.00026961742,0.00028238384,0.00014228457,0.00014049365,0.00034040937,0.00032988406,0.0003970064,0.0015008779],"category_scores_gemma":[0.00019410634,0.00022401061,0.00028624077,0.000071694005,0.00044833953,0.0008007586,0.0003092233,0.0006379021,0.00019745274],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011472824,0.000018828478,0.00041991728,0.000092405724,0.000007770089,0.00007501828,0.000052697662,0.00063861976,0.9945175,0.00041406165,0.00003870496,0.0036096144],"study_design_scores_gemma":[0.000007610439,0.00009104347,0.003242641,0.0000045479474,0.000018593573,0.00006992572,0.00009092269,0.0052944603,0.99020267,0.00017161883,0.00079784484,0.000008124155],"about_ca_topic_score_codex":0.0018895207,"about_ca_topic_score_gemma":0.0029652822,"teacher_disagreement_score":0.0018895207,"about_ca_system_score_codex":0.00038266854,"about_ca_system_score_gemma":0.00036021607,"threshold_uncertainty_score":0.0050209165},"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":"W4396809714","doi":"10.1016/j.cemconcomp.2024.105584","title":"Rheology modification of flowable mortar with CO2","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CarbonCure Technologies (Canada)","funders":"","keywords":"Materials science; Rheology; Mortar; Composite material","score_opus":0.009978026815809395,"score_gpt":0.2130037435998814,"score_spread":0.203025716784072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396809714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99793196,0.0001935296,0.00070468354,0.000016097909,0.000023392695,0.000008669317,0.000032918462,0.00004703446,0.0010417278],"genre_scores_gemma":[0.9977118,0.0000962383,0.0003108762,0.000012502231,0.0000056170616,0.0000034244615,0.000038952596,0.000018945762,0.0018017608],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998996,0.000008254065,0.0000054566026,0.00002268101,0.000029973162,0.000034067656],"domain_scores_gemma":[0.9999095,0.000013898599,0.000027347107,0.000012434908,0.000019471689,0.00001744143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010925158,0.00029869538,0.0001838098,0.00020436344,0.00016847628,0.00023863635,0.0002090728,0.00022240214,0.0017921993],"category_scores_gemma":[0.00019756932,0.0001619678,0.0002333618,0.00013422214,0.00018467307,0.00028224548,0.00013270618,0.00029356813,0.00031221134],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000093659466,0.000023422996,0.00007448677,0.0000178809,0.0000031636941,0.00003107734,0.000015404468,0.000094040566,0.998914,0.000039979896,0.000021396145,0.0006712779],"study_design_scores_gemma":[0.0000043286745,0.00011189444,0.0011059579,8.8661017e-7,0.0000044125936,0.00001696496,0.0000072662547,0.00045566677,0.99789196,0.000004720646,0.00039260276,0.0000034954526],"about_ca_topic_score_codex":0.0010395348,"about_ca_topic_score_gemma":0.0018524042,"teacher_disagreement_score":0.0017921993,"about_ca_system_score_codex":0.00016753258,"about_ca_system_score_gemma":0.00014556551,"threshold_uncertainty_score":0.0059954524},"labels":[],"label_agreement":null},{"id":"W4396851390","doi":"10.1016/j.cemconcomp.2024.105582","title":"Entrained air and freeze-thaw durability of concrete incorporating nano-fibrillated cellulose (NFC)","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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 British Columbia","funders":"","keywords":"Materials science; Durability; Cellulose; Composite material; Nano-; Chemical engineering; Engineering","score_opus":0.011110208025757608,"score_gpt":0.2219945940048489,"score_spread":0.2108843859790913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396851390","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928826,0.00022774283,0.00018195568,0.0000036506694,0.00000564048,0.0000018579018,0.000058995964,0.0000073764118,0.00022459058],"genre_scores_gemma":[0.9991473,0.00005989925,0.0001149543,0.0000035920837,0.0000012383426,0.0000014294906,0.000051513223,0.0000040201508,0.0006159819],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998828,0.000008292927,0.0000074742156,0.000026614973,0.00003836579,0.000036397094],"domain_scores_gemma":[0.9998173,0.00004572191,0.000053697382,0.000013653861,0.000039203544,0.000030377296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019642802,0.00021311318,0.0001524062,0.00022410462,0.00018886551,0.00017394772,0.00017363203,0.00023948035,0.0015423843],"category_scores_gemma":[0.00019348657,0.0001321721,0.00024022954,0.00014592336,0.00030781436,0.00035189235,0.00013150231,0.0004574548,0.00017943454],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020877358,0.000029865718,0.000786147,0.000025401685,0.00000825947,0.000050085357,0.00005354059,0.00042073074,0.99733824,0.000054766435,0.000015644811,0.0010086331],"study_design_scores_gemma":[0.000003431903,0.00022353917,0.010854213,0.000004987569,0.000009865494,0.000036937487,0.000045012697,0.0013459285,0.98722583,0.000019685962,0.00022273224,0.0000078149205],"about_ca_topic_score_codex":0.0035443536,"about_ca_topic_score_gemma":0.007394305,"teacher_disagreement_score":0.0035443536,"about_ca_system_score_codex":0.00039364593,"about_ca_system_score_gemma":0.00020750407,"threshold_uncertainty_score":0.0070474744},"labels":[],"label_agreement":null},{"id":"W4396998079","doi":"10.1016/j.cemconcomp.2024.105583","title":"Flexural failure of ultra-high performance concrete subjected to the alternating cryogenic and elevated temperature via acoustic emission characterization","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Fire effects on concrete 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 British Columbia","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China; National University's Basic Research Foundation of China; Program of Shanghai Academic Research Leader; National Key Research and Development Program of China; China Scholarship Council","keywords":"Materials science; Acoustic emission; Flexural strength; Composite material; Characterization (materials science); Cryogenic temperature; Nanotechnology","score_opus":0.003865710946199621,"score_gpt":0.1882015895322741,"score_spread":0.18433587858607448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396998079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99818015,0.00013410144,0.0012978916,0.000008612595,0.000003021374,0.000006436758,0.00010394654,0.00002324946,0.00024266451],"genre_scores_gemma":[0.9987596,0.00007679299,0.0006121058,0.0000062337153,0.0000011716289,0.000007707145,0.00006163268,0.0000059650392,0.0004687978],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986434,0.000008489925,0.0000068787353,0.000029185025,0.00007040245,0.000020615187],"domain_scores_gemma":[0.9998259,0.000024278834,0.000057471858,0.000018140374,0.000059962287,0.00001433122],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017561222,0.00025970093,0.00013533793,0.00028829597,0.00016770534,0.0001050839,0.00016989377,0.00021230135,0.0010641168],"category_scores_gemma":[0.00020672206,0.00013419987,0.00014886176,0.00014031747,0.00029821566,0.00018959606,0.00018299875,0.00025611385,0.000135388],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031324045,0.0000063262337,0.0016076387,0.000025529831,0.0000027415526,0.00004547887,0.000063600775,0.0002876547,0.9966133,0.00001886589,0.000014025034,0.0012835034],"study_design_scores_gemma":[0.0000014453976,0.000173945,0.029587653,0.0000060471457,0.000008263388,0.000090611175,0.00009405956,0.0020592783,0.9675712,0.000015850905,0.00038433782,0.000007229194],"about_ca_topic_score_codex":0.0012422374,"about_ca_topic_score_gemma":0.0030057959,"teacher_disagreement_score":0.0012422374,"about_ca_system_score_codex":0.00016367994,"about_ca_system_score_gemma":0.00010023514,"threshold_uncertainty_score":0.0035598278},"labels":[],"label_agreement":null},{"id":"W4399150383","doi":"10.1016/j.cemconcomp.2024.105606","title":"Effects of amount and geometrical properties of steel fiber on shear behavior of high-strength concrete beams without shear reinforcement","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Ministry of Science, ICT and Future Planning; National Research Foundation of Korea; Ministry of Education","keywords":"Materials science; Reinforcement; Shear (geology); Composite material; Shear strength (soil); Structural engineering; Engineering; Geology","score_opus":0.009315758526377766,"score_gpt":0.2105709307656406,"score_spread":0.20125517223926284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399150383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990958,0.00015727291,0.00025497816,0.000011465064,0.000008257384,0.000002856276,0.00003771477,0.000012574653,0.00041912674],"genre_scores_gemma":[0.99925905,0.00008187399,0.00017773244,0.000008108053,0.000004411115,0.0000021040307,0.000033965305,0.000012337335,0.00042042395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971205,0.00008044486,0.000022865644,0.00005293872,0.000063674765,0.00006800339],"domain_scores_gemma":[0.99755055,0.0014272307,0.0003584239,0.0001224901,0.00021636827,0.0003250201],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003997205,0.00048751567,0.00025014527,0.0003349881,0.0002685645,0.00033874618,0.0002878823,0.0003348007,0.0023315817],"category_scores_gemma":[0.0014309651,0.000427629,0.00026670535,0.00027516627,0.0006438464,0.00053954625,0.00021198417,0.00032126988,0.00026501165],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005047619,0.00019058808,0.0031757655,0.00010395441,0.000041358566,0.00021383625,0.00012277381,0.0037949916,0.98497945,0.00017015086,0.00005512785,0.0021043564],"study_design_scores_gemma":[0.00003071756,0.0010774883,0.015481732,0.0000097860375,0.000085483196,0.000074160445,0.00009827025,0.0050523668,0.9777705,0.000033364853,0.0002698493,0.000016246717],"about_ca_topic_score_codex":0.0021008304,"about_ca_topic_score_gemma":0.004038181,"teacher_disagreement_score":0.0023315817,"about_ca_system_score_codex":0.00032732423,"about_ca_system_score_gemma":0.00030024973,"threshold_uncertainty_score":0.0077999234},"labels":[],"label_agreement":null},{"id":"W4399303332","doi":"10.1016/j.cemconcomp.2024.105615","title":"Electrochemical impedance spectroscopy: Effects of stray current and sulfate exposure on rubber powder mortar","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Smart Materials for Construction","field":"Environmental Science","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":"Hudbay Minerals (Canada); University of Toronto","funders":"","keywords":"Materials science; Natural rubber; Dielectric spectroscopy; Mortar; Composite material; Compressive strength; Electrochemistry; Chemistry; Electrode","score_opus":0.004287061592180313,"score_gpt":0.21621176604687933,"score_spread":0.21192470445469902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399303332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99677014,0.000305938,0.0019184909,0.00006975911,0.000023719385,0.000010758885,0.00026654804,0.0000509362,0.0005836744],"genre_scores_gemma":[0.99648416,0.00024685825,0.00096157426,0.00003651794,0.000008669298,0.0000072419634,0.00024595732,0.000011685278,0.0019973528],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997327,0.000039379705,0.000023093375,0.00005530533,0.000105979176,0.000043588443],"domain_scores_gemma":[0.9997894,0.000061209095,0.000037470938,0.000024320423,0.00006843343,0.0000192495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020717255,0.0003172661,0.0002996612,0.00017485933,0.00024138993,0.00023489201,0.0003469247,0.00060260185,0.0017340002],"category_scores_gemma":[0.0004131861,0.00022620586,0.00037008573,0.00022789114,0.00023700036,0.00028716467,0.000155515,0.0004939403,0.00037061423],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026522478,0.000032313794,0.00034823315,0.00001905098,0.000007241164,0.000051442363,0.00006186191,0.00006432086,0.99787855,0.000021422475,0.000034282577,0.0012160114],"study_design_scores_gemma":[0.0000031359123,0.00029853938,0.0046906117,0.0000019503511,0.000011116832,0.00006750223,0.0000751923,0.0005745753,0.9939738,0.000022065487,0.00027554925,0.0000060551993],"about_ca_topic_score_codex":0.0019468359,"about_ca_topic_score_gemma":0.0032638826,"teacher_disagreement_score":0.0019468359,"about_ca_system_score_codex":0.00016832887,"about_ca_system_score_gemma":0.00019130266,"threshold_uncertainty_score":0.0058007836},"labels":[],"label_agreement":null},{"id":"W4399557545","doi":"10.1016/j.cemconcomp.2024.105633","title":"Properties of CO2-cured cement incorporating fly ash and slag subjected to further water curing","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Science Foundation of Hunan Province; National Natural Science Foundation of China","keywords":"Materials science; Fly ash; Curing (chemistry); Cement; Composite material; Slag (welding)","score_opus":0.015625456770455484,"score_gpt":0.21453318938589733,"score_spread":0.19890773261544184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399557545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977155,0.00021055125,0.00048687033,0.0000129657665,0.00001899863,0.000010194382,0.00037312735,0.00003909599,0.0011325937],"genre_scores_gemma":[0.99759895,0.00009651057,0.00017930662,0.000010796808,0.0000034683237,0.000005141767,0.00033071724,0.000021592412,0.0017534823],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996555,0.000029385019,0.000025913992,0.00005932994,0.00014183854,0.00008811106],"domain_scores_gemma":[0.9992353,0.00024779278,0.00014145006,0.000060431215,0.0002143699,0.00010070587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036883904,0.00053255993,0.00031750425,0.0005335812,0.00034490286,0.0002906947,0.00030273895,0.00065279787,0.0045655286],"category_scores_gemma":[0.0006779016,0.00030211703,0.00035696808,0.0006673319,0.0006922695,0.00039134818,0.00017294764,0.0006119396,0.00067125226],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001304439,0.00006732923,0.0017410385,0.000095564355,0.000026208443,0.00026272645,0.00018445528,0.0018887606,0.99194455,0.00009540163,0.00011568394,0.002273851],"study_design_scores_gemma":[0.000017412885,0.0007788836,0.035888735,0.000011398334,0.00005244934,0.00011312087,0.00026684333,0.0024425222,0.9593654,0.000038862905,0.0009939894,0.00003024217],"about_ca_topic_score_codex":0.005570889,"about_ca_topic_score_gemma":0.007001143,"teacher_disagreement_score":0.005570889,"about_ca_system_score_codex":0.00030288298,"about_ca_system_score_gemma":0.00044151337,"threshold_uncertainty_score":0.015273213},"labels":[],"label_agreement":null},{"id":"W4399661354","doi":"10.1016/j.cemconcomp.2024.105635","title":"Probabilistic deep learning prediction of natural carbonation of low-carbon concrete incorporating SCMs","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Environment and Climate Change Canada; University of Toronto; Government of Canada","keywords":"Carbonation; Materials science; Probabilistic logic; Natural (archaeology); Composite material; Machine learning; Artificial intelligence; Computer science","score_opus":0.008829215950669054,"score_gpt":0.21292717920637078,"score_spread":0.20409796325570173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399661354","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95406413,0.00030098626,0.04274763,0.0002339842,0.000046012312,0.000014012675,0.0005049733,0.00044242665,0.001645776],"genre_scores_gemma":[0.9968669,0.00004095458,0.0021555505,0.000015255813,0.0000073548263,0.000005119359,0.0002134848,0.000008877937,0.0006865666],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991965,0.000011642973,0.00000306366,0.000029321978,0.000015144516,0.000021191796],"domain_scores_gemma":[0.9995567,0.00021967826,0.00005569427,0.000026266069,0.00010166905,0.0000400231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035456815,0.00055379537,0.00033745158,0.00054170017,0.00018722635,0.00032836254,0.0005858319,0.0008435554,0.0011510465],"category_scores_gemma":[0.00086537556,0.00030207468,0.0004643186,0.00038422618,0.00039571928,0.0006086566,0.00030138256,0.00073857215,0.00021227846],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015034014,0.000089666195,0.006665854,0.000025861691,0.000029296585,0.000038949387,0.000009246941,0.97815907,0.002753261,0.0005481906,0.00037742165,0.011152866],"study_design_scores_gemma":[0.0000012536868,0.0000043499335,0.000600112,6.8751945e-7,0.0000016312688,0.0000014299732,9.061368e-7,0.99885285,0.00039932848,0.00011739172,0.00001869352,0.0000014034174],"about_ca_topic_score_codex":0.02083765,"about_ca_topic_score_gemma":0.02660282,"teacher_disagreement_score":0.02083765,"about_ca_system_score_codex":0.00085987995,"about_ca_system_score_gemma":0.0007183251,"threshold_uncertainty_score":0.04143274},"labels":[],"label_agreement":null},{"id":"W4400906751","doi":"10.1016/j.cemconcomp.2024.105670","title":"Reduction in SCC form pressure through in-situ CO2 mineralization","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"CarbonCure Technologies (Canada)","funders":"","keywords":"In situ; Mineralization (soil science); Chemistry; Organic chemistry; Nitrogen","score_opus":0.015307486574543878,"score_gpt":0.25107868068924505,"score_spread":0.23577119411470118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400906751","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99235004,0.0001992765,0.0024106137,0.00005080138,0.000027588481,0.000018996163,0.00014875669,0.000106209256,0.004687728],"genre_scores_gemma":[0.9978682,0.00007797312,0.00045116688,0.000006069238,0.0000032388539,0.000003841139,0.000038774375,0.000012480589,0.001538223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985003,0.000011286403,0.0000070492038,0.0000312784,0.00005655625,0.000043834065],"domain_scores_gemma":[0.99993706,0.000015437563,0.000012311984,0.000008772334,0.000016979036,0.000009551747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001362673,0.00025684794,0.00019482242,0.00014197138,0.00018983214,0.0003281629,0.00024994166,0.0002498547,0.0023389293],"category_scores_gemma":[0.0001757977,0.00014218122,0.00014049993,0.00016664372,0.00028191818,0.00034946392,0.00021357514,0.00031816846,0.0002882017],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012474164,0.000035916,0.0002406463,0.000046737896,0.000004871538,0.000044853143,0.00003001063,0.00028186152,0.9970239,0.00020829638,0.000083834995,0.0018741947],"study_design_scores_gemma":[0.0000037830316,0.000035420326,0.0004558886,6.68619e-7,0.0000021255096,0.000012474371,0.000013395931,0.00060942123,0.9982855,0.000015555046,0.00056388706,0.000001793833],"about_ca_topic_score_codex":0.0023288114,"about_ca_topic_score_gemma":0.004967305,"teacher_disagreement_score":0.0023389293,"about_ca_system_score_codex":0.00031942187,"about_ca_system_score_gemma":0.00031922126,"threshold_uncertainty_score":0.0078244805},"labels":[],"label_agreement":null},{"id":"W4402735132","doi":"10.1016/j.cemconcomp.2024.105772","title":"Multiphysical testing of strength development of cemented paste backfill containing superplasticizer","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Superplasticizer; Materials science; Geotechnical engineering; Composite material; Compressive strength; Geology","score_opus":0.01987440334730912,"score_gpt":0.2070617342528664,"score_spread":0.18718733090555728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402735132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99267286,0.00029298538,0.006450045,0.000010337998,0.000008774507,0.00003357667,0.00006501346,0.000027132519,0.0004392981],"genre_scores_gemma":[0.99135256,0.00021574304,0.007266473,0.000015102622,0.0000036984598,0.000045530007,0.00008406432,0.000018443478,0.0009984158],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993937,0.000100228746,0.000041405438,0.0001001995,0.00032090454,0.000043393935],"domain_scores_gemma":[0.9990569,0.0002651862,0.00027798646,0.00008915095,0.00022725709,0.00008352894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006077045,0.00040665994,0.00025294695,0.00033977846,0.00013242719,0.00015446423,0.00021693402,0.00028270847,0.0011911137],"category_scores_gemma":[0.00072763977,0.0002228428,0.00031291132,0.00027021806,0.00024276509,0.00027199922,0.00025569907,0.00040671558,0.00017582033],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004568069,0.000022312512,0.00043448625,0.000020123103,0.0000044839903,0.000013458817,0.000024853005,0.00008544146,0.99831307,0.000011049804,0.00000349081,0.0010215249],"study_design_scores_gemma":[0.0000035425246,0.0006560131,0.0077534486,0.0000035097175,0.000012643403,0.000044032662,0.000030462626,0.0007773554,0.9905027,0.000011922319,0.00019900457,0.0000053644344],"about_ca_topic_score_codex":0.00025660318,"about_ca_topic_score_gemma":0.0006816351,"teacher_disagreement_score":0.0011911137,"about_ca_system_score_codex":0.00017192133,"about_ca_system_score_gemma":0.0001873326,"threshold_uncertainty_score":0.00398463},"labels":[],"label_agreement":null},{"id":"W4403006952","doi":"10.1016/j.cemconcomp.2024.105783","title":"Use of carbonated recycled cement paste powder as a new supplementary cementitious material: A critical review","year":2024,"lang":"en","type":"review","venue":"Cement and Concrete Composites","topic":"Recycled Aggregate Concrete Performance","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":"National Natural Science Foundation of China","keywords":"Cementitious; Cement; Materials science; Composite material","score_opus":0.049292743279271516,"score_gpt":0.2983453981259631,"score_spread":0.2490526548466916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403006952","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":[0.00024195817,0.9990958,0.00010021626,0.00009255214,0.00011811334,0.000008642623,0.000022888344,0.0000028383356,0.00031699697],"genre_scores_gemma":[0.0010229986,0.9982323,0.00021174231,0.00015727988,0.00008368092,0.000007706728,0.000021520776,0.0000015157946,0.0002612839],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99962974,0.00004787519,0.00007218005,0.000086660424,0.00013547073,0.000028012331],"domain_scores_gemma":[0.9992231,0.0003894583,0.00014877987,0.000019594185,0.00018432392,0.00003482962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012164337,0.0011622432,0.0020389743,0.0028916674,0.00028783403,0.0014010419,0.0011568106,0.0014852562,0.0028530213],"category_scores_gemma":[0.001536065,0.0005747248,0.00085031975,0.002374233,0.0006128188,0.0015859839,0.0007342684,0.0014285368,0.0010140501],"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":[0.00026998005,0.0002271451,0.00030902485,0.12439169,0.00044039442,0.00040155312,0.00015162848,0.0007660535,0.010402199,0.004118033,0.022166926,0.8363554],"study_design_scores_gemma":[0.000065061664,0.00053074927,0.0011891769,0.0112734595,0.0011730053,0.001029277,0.00013448564,0.0001605529,0.004127162,0.0010725444,0.97918165,0.000062764375],"about_ca_topic_score_codex":0.001517088,"about_ca_topic_score_gemma":0.0038593926,"teacher_disagreement_score":0.0028916674,"about_ca_system_score_codex":0.00058748864,"about_ca_system_score_gemma":0.00214685,"threshold_uncertainty_score":0.009544373},"labels":[],"label_agreement":null},{"id":"W4403144195","doi":"10.1016/j.cemconcomp.2024.105787","title":"Hybrid extreme gradient boosting regressor models for the multi-objective mixture design optimization of cementitious mixtures incorporating mine tailings as fine aggregates","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Cementitious; Boosting (machine learning); Environmental science; Geotechnical engineering; Computer science; Materials science; Geology; Composite material; Artificial intelligence; Metallurgy; Cement","score_opus":0.02942876804849069,"score_gpt":0.21695336621564235,"score_spread":0.18752459816715167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403144195","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":[0.06776578,0.0005473329,0.9286249,0.00012804454,0.000039389277,0.000092723,0.00012130717,0.00032422296,0.0023563318],"genre_scores_gemma":[0.7394659,0.00041785534,0.25559708,0.00013385934,0.000027664644,0.00036662546,0.0003020564,0.00006777996,0.0036212045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993825,0.00031085554,0.000029156832,0.00009178057,0.0001297314,0.00005592522],"domain_scores_gemma":[0.99913764,0.0005163482,0.000112584006,0.000040541414,0.00016500033,0.000027874255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028209866,0.0011370638,0.0012572567,0.00087246066,0.00028625384,0.0008236658,0.000988904,0.0011542598,0.0014755974],"category_scores_gemma":[0.0021896982,0.00054884347,0.0013579677,0.00065033627,0.0003788977,0.0005353017,0.0006240856,0.0012233387,0.0003806509],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031388652,0.000045656845,0.0004416598,0.000036671336,0.000023944856,0.000012786151,0.000010644767,0.98654085,0.001121117,0.0010666122,0.00010568362,0.010563022],"study_design_scores_gemma":[0.0000026842176,0.000025706919,0.000079741236,0.0000031745878,0.000005079818,0.000002188293,0.0000015503299,0.9991297,0.0003318536,0.00026026258,0.00015566322,0.0000024375302],"about_ca_topic_score_codex":0.003536879,"about_ca_topic_score_gemma":0.004999046,"teacher_disagreement_score":0.003536879,"about_ca_system_score_codex":0.00053554313,"about_ca_system_score_gemma":0.0009100114,"threshold_uncertainty_score":0.014918983},"labels":[],"label_agreement":null},{"id":"W4403144375","doi":"10.1016/j.cemconcomp.2024.105786","title":"Modeling fiber alignment in 3D printed ultra-high-performance concrete based on stereology theory","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Stereology; Fiber; Materials science; Computer science; Composite material; Medicine; Pathology","score_opus":0.009819918473267153,"score_gpt":0.21222773511565343,"score_spread":0.20240781664238627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403144375","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27055404,0.00019532348,0.7118768,0.00009898719,0.00003840191,0.000061601626,0.00014440167,0.0005925871,0.016437834],"genre_scores_gemma":[0.9551431,0.00014432023,0.040649273,0.000020628519,0.0000062705394,0.00003729949,0.00007542095,0.00008460322,0.0038392467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998746,0.000018984138,0.0000049465352,0.000028126578,0.000056870533,0.000016537711],"domain_scores_gemma":[0.9997905,0.00009505029,0.00004379539,0.0000151761,0.000042504256,0.000012951129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018475391,0.00029959605,0.00029678218,0.00035034723,0.00026197292,0.0005800428,0.0005733504,0.0008580915,0.0018593797],"category_scores_gemma":[0.0004936685,0.00038654232,0.0005105442,0.0004004639,0.00049861026,0.0006080316,0.0002858742,0.00030878876,0.00028326828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008172663,0.000015591993,0.00036406284,0.000012628575,0.000003648793,0.000028427849,0.000019192696,0.99035585,0.0035818466,0.002351498,0.000050462346,0.0032086696],"study_design_scores_gemma":[9.1682836e-7,0.000002899604,0.00010872935,9.406035e-7,9.90738e-7,0.0000039657502,0.000003237149,0.99924326,0.0004461165,0.00012388658,0.0000633372,0.000001705835],"about_ca_topic_score_codex":0.016560528,"about_ca_topic_score_gemma":0.018114286,"teacher_disagreement_score":0.016560528,"about_ca_system_score_codex":0.00091620546,"about_ca_system_score_gemma":0.0009473635,"threshold_uncertainty_score":0.032928288},"labels":[],"label_agreement":null},{"id":"W4403285418","doi":"10.1016/j.cemconcomp.2024.105796","title":"Exploring machine learning to study and predict the chloride threshold level for carbon steel reinforcement","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Mitacs; Canada Foundation for Innovation","keywords":"Reinforcement; Reinforcement learning; Chloride; Computer science; Artificial intelligence; Materials science; Composite material; Metallurgy","score_opus":0.0758434156256158,"score_gpt":0.24822361187613376,"score_spread":0.17238019625051795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403285418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6223818,0.025142634,0.34659153,0.0007053412,0.00009058631,0.00015395488,0.00063550164,0.0006431645,0.0036555566],"genre_scores_gemma":[0.95112234,0.0048870826,0.042347975,0.00006890539,0.00003334212,0.00010341736,0.000656381,0.000017568069,0.00076307956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996737,0.00009227059,0.000029799503,0.00007441621,0.0000994438,0.000030396752],"domain_scores_gemma":[0.9990564,0.0006593847,0.00009607279,0.000025902513,0.00014881365,0.000013292639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011694774,0.0006765927,0.000588804,0.0014001715,0.00013445898,0.00071307056,0.000505777,0.00059525983,0.00027023378],"category_scores_gemma":[0.0024885635,0.000196724,0.00094077806,0.0011809219,0.00014625714,0.00080085965,0.00027711873,0.00043591988,0.00015877468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011331222,0.00040141173,0.028884212,0.0010884963,0.00037233686,0.00021476486,0.000112928385,0.589001,0.00818207,0.001670581,0.0012869706,0.36867192],"study_design_scores_gemma":[0.000007794347,0.00023422031,0.005290662,0.00006339222,0.000117504904,0.000037097787,0.000056613844,0.9882609,0.003749114,0.0011138581,0.0010480896,0.000020751926],"about_ca_topic_score_codex":0.0047847424,"about_ca_topic_score_gemma":0.004197661,"teacher_disagreement_score":0.0047847424,"about_ca_system_score_codex":0.00037848653,"about_ca_system_score_gemma":0.0007418261,"threshold_uncertainty_score":0.009513795},"labels":[],"label_agreement":null},{"id":"W4403532691","doi":"10.1016/j.cemconcomp.2024.105807","title":"Synergistic effects of superplasticizers and biopolymer-based viscosity-modifying admixtures on the rheology of cement-based systems","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Rheology; Superplasticizer; Biopolymer; Cement; Viscosity; Materials science; Composite material; Polymer science; Chemical engineering; Polymer; Engineering","score_opus":0.007067835289337006,"score_gpt":0.20021675702992117,"score_spread":0.19314892174058418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403532691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976599,0.00077303324,0.00059788785,0.000015102395,0.000020897909,0.000012683348,0.000026755815,0.000022648734,0.00087107014],"genre_scores_gemma":[0.99748766,0.00076365477,0.0010696759,0.000017530481,0.00001616301,0.000012629852,0.000027678892,0.0000132882315,0.00059167185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980265,0.000046252684,0.00002044211,0.000039694747,0.00004017564,0.00005078711],"domain_scores_gemma":[0.9997576,0.00008433185,0.000066180015,0.000019284733,0.000025671927,0.000047068726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032181185,0.0005449101,0.00036759867,0.00029972548,0.00015193419,0.00029529814,0.00021750272,0.00022014933,0.0016023903],"category_scores_gemma":[0.00047913988,0.00022638687,0.00028463706,0.00021961099,0.00024134116,0.00037886825,0.0002866966,0.00047245793,0.0002121971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005555504,0.00007315397,0.00013877459,0.00008873742,0.000023205188,0.000049547616,0.00003736617,0.00057552377,0.9951807,0.000095243224,0.000027032043,0.0031550298],"study_design_scores_gemma":[0.000013166748,0.0003445677,0.0004933469,0.0000036444692,0.000030183917,0.000017354289,0.000007708398,0.00072737725,0.9980021,0.0000068496065,0.00034838688,0.00000525975],"about_ca_topic_score_codex":0.00032136668,"about_ca_topic_score_gemma":0.00076963386,"teacher_disagreement_score":0.0016023903,"about_ca_system_score_codex":0.00015172412,"about_ca_system_score_gemma":0.00022937414,"threshold_uncertainty_score":0.005360484},"labels":[],"label_agreement":null},{"id":"W4404555480","doi":"10.1016/j.cemconcomp.2024.105851","title":"Nano-engineering steel fiber for UHPC: Implication for varying cryogenic and elevated exposure","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Advanced ceramic materials synthesis","field":"Materials Science","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; Program of Shanghai Academic Research Leader; National University's Basic Research Foundation of China; National Natural Science Foundation of China","keywords":"Nano-; Materials science; Fiber; Composite material; Forensic engineering; Engineering","score_opus":0.012856650432463833,"score_gpt":0.2402266423859766,"score_spread":0.22736999195351276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404555480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9863235,0.00030989444,0.007943468,0.00011907375,0.000042630018,0.000033289856,0.00014467764,0.00014754538,0.0049360064],"genre_scores_gemma":[0.9948184,0.00016505813,0.002960327,0.000028961022,0.0000055995383,0.000012210086,0.000060614806,0.00006453323,0.0018844004],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988854,0.0000064911605,0.0000035876456,0.00003466394,0.000036632257,0.000030146237],"domain_scores_gemma":[0.9998293,0.00004030362,0.000038569127,0.000023325369,0.000049429607,0.000018912406],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000220074,0.0002833142,0.00011243569,0.00009988649,0.00031407873,0.00034018327,0.00020881697,0.00025251682,0.0031268725],"category_scores_gemma":[0.000302567,0.000124773,0.00013745185,0.00009217996,0.00035189907,0.0005193902,0.00028116742,0.0003671005,0.00043475835],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051028397,0.000018703624,0.00031197126,0.000029940513,0.0000027175424,0.000019374753,0.00004222309,0.00047990723,0.997299,0.00031732745,0.000053956126,0.0013738523],"study_design_scores_gemma":[0.0000019895285,0.000069884394,0.0013660803,0.000003185637,0.0000030971125,0.00001430451,0.000040730563,0.0005971814,0.996917,0.000039928134,0.0009433256,0.0000033172867],"about_ca_topic_score_codex":0.0021017902,"about_ca_topic_score_gemma":0.006076537,"teacher_disagreement_score":0.0031268725,"about_ca_system_score_codex":0.00047745573,"about_ca_system_score_gemma":0.00034237505,"threshold_uncertainty_score":0.010460377},"labels":[],"label_agreement":null},{"id":"W4404727874","doi":"10.1016/j.cemconcomp.2024.105853","title":"Minimizing the carbon footprint of 3D printing concrete: Leveraging parametric LCA and neural networks through multiobjective optimization","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Agence Nationale de la Recherche","keywords":"Carbon footprint; Footprint; 3D printing; Artificial neural network; Parametric statistics; Computer science; Multi-objective optimization; Carbon fibers; Process engineering; Parametric model; Environmental science; Engineering; Greenhouse gas; Artificial intelligence; Mechanical engineering; Machine learning; Algorithm; Composite number; Geology; Mathematics","score_opus":0.01345000367361728,"score_gpt":0.2207517036467672,"score_spread":0.2073016999731499,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404727874","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35246587,0.00045159788,0.6379418,0.00012890265,0.000021382188,0.00004914019,0.00006012795,0.0004519292,0.008429183],"genre_scores_gemma":[0.86746186,0.00013510727,0.13074866,0.000029273608,0.00000502483,0.00005318367,0.000035363217,0.000049400085,0.0014819752],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983585,0.000036066478,0.0000070061105,0.00002656215,0.00007504852,0.000019336467],"domain_scores_gemma":[0.99977773,0.000112264664,0.000042419408,0.000029811217,0.000026135383,0.000011727735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036665614,0.0005673649,0.00032779423,0.00041265783,0.00017352578,0.00070611486,0.0004316566,0.00066329865,0.00076899974],"category_scores_gemma":[0.00049704954,0.0003159907,0.0004548266,0.00030496402,0.00040394397,0.00053901575,0.00057160296,0.0005000922,0.00019076896],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000306311,0.00005045084,0.00046942462,0.000040373332,0.000018786413,0.00003472131,0.000012493664,0.9246011,0.04642864,0.0008790848,0.00007230926,0.02736205],"study_design_scores_gemma":[0.0000019508768,0.000034242956,0.0001902315,0.0000029627704,0.00000436933,0.000009634485,0.0000033331723,0.9855971,0.013559755,0.00035536432,0.00023583586,0.0000053091157],"about_ca_topic_score_codex":0.0010996269,"about_ca_topic_score_gemma":0.0026213103,"teacher_disagreement_score":0.0010996269,"about_ca_system_score_codex":0.00053662254,"about_ca_system_score_gemma":0.0003991602,"threshold_uncertainty_score":0.0038934946},"labels":[],"label_agreement":null},{"id":"W4404732043","doi":"10.1016/j.cemconcomp.2024.105869","title":"Rheology and early-age structure development in binary and ternary blends modified with novel graphene types","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro One (Canada); Canadian Hydrographic Service","funders":"Office of Integrative Activities; Arizona State University; National Science Foundation","keywords":"Ternary operation; Rheology; Graphene; Materials science; Binary number; Chemical engineering; Polymer science; Nanotechnology; Composite material; Computer science; Mathematics; Engineering; Arithmetic","score_opus":0.009180848082416442,"score_gpt":0.20139843167214935,"score_spread":0.1922175835897329,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404732043","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99891603,0.0002100194,0.00027219148,0.000010331297,0.000009225056,0.0000025207735,0.00007995763,0.000016606955,0.00048326392],"genre_scores_gemma":[0.9988192,0.00008768834,0.00018595073,0.0000061658898,0.0000019313093,0.0000029180871,0.00007598607,0.0000097579805,0.00081042683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999125,0.000007831284,0.000006598338,0.00002190466,0.00002606204,0.000025112957],"domain_scores_gemma":[0.9998579,0.000021869859,0.000055873654,0.000009522079,0.000027641821,0.000027189046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009282167,0.00022398947,0.00012593989,0.00036748318,0.0001194323,0.00021470219,0.0001502112,0.00020413715,0.0023332813],"category_scores_gemma":[0.0002483821,0.00014626718,0.00012539777,0.0002475893,0.00020239945,0.0002985536,0.00012400358,0.00034199207,0.0001987974],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016566427,0.000018958222,0.0004563774,0.000020168995,0.000006026178,0.000028572114,0.000027497457,0.00010968909,0.99830127,0.000070152964,0.000022920385,0.00077262585],"study_design_scores_gemma":[0.000005601796,0.00008891912,0.0066470127,0.0000042219463,0.000014245646,0.000028973445,0.000037126298,0.0013062769,0.9914473,0.000021131042,0.0003913714,0.00000774851],"about_ca_topic_score_codex":0.0008186716,"about_ca_topic_score_gemma":0.0013688151,"teacher_disagreement_score":0.0023332813,"about_ca_system_score_codex":0.00015491368,"about_ca_system_score_gemma":0.00007439097,"threshold_uncertainty_score":0.007805586},"labels":[],"label_agreement":null},{"id":"W4405515495","doi":"10.1016/j.cemconcomp.2024.105894","title":"Boosting cement hydration with boron nitride nanotubes","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Centre québécois sur les matériaux fonctionnels","keywords":"Boron nitride; Boosting (machine learning); Materials science; Cement; Boron; Nitride; Chemical engineering; Nanotechnology; Composite material; Chemistry; Organic chemistry; Engineering; Computer science","score_opus":0.00981082977509252,"score_gpt":0.21566828104289013,"score_spread":0.20585745126779761,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405515495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908448,0.0020878897,0.0057650623,0.00005854106,0.00004063088,0.000026444715,0.00005613535,0.00011279491,0.001007665],"genre_scores_gemma":[0.99317145,0.0008382317,0.0047928686,0.000030795454,0.0000070246983,0.000014723283,0.000044185163,0.00002123613,0.0010795871],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999336,0.000009688014,0.0000040521254,0.000013071144,0.000027934639,0.00001173874],"domain_scores_gemma":[0.9999372,0.000015267959,0.000020319001,0.0000030301292,0.000011990166,0.000012274703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000091386224,0.0003059918,0.00015733198,0.00016822664,0.00008403834,0.0001651758,0.00010274879,0.00021324877,0.00059542153],"category_scores_gemma":[0.00015323197,0.000151376,0.00021654861,0.00009301093,0.00011170719,0.0002683298,0.00020716937,0.00025066908,0.00012613747],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001990151,0.0000097509455,0.000043498465,0.000024835477,0.0000017636745,0.000007923109,0.000004544317,0.00011043501,0.9987884,0.00002518773,0.000009105929,0.0009546191],"study_design_scores_gemma":[0.0000048685783,0.00012311633,0.0007707064,0.0000044509457,0.000006418182,0.000020534655,0.000006025507,0.0016645925,0.9963916,0.00001763241,0.0009861172,0.0000039760366],"about_ca_topic_score_codex":0.00043577282,"about_ca_topic_score_gemma":0.0012693579,"teacher_disagreement_score":0.00059542153,"about_ca_system_score_codex":0.00017993104,"about_ca_system_score_gemma":0.0000955013,"threshold_uncertainty_score":0.001991868},"labels":[],"label_agreement":null},{"id":"W4406410437","doi":"10.1016/j.cemconcomp.2025.105942","title":"Evaluation of the induced mechanical deterioration of ASR-affected concrete under varied moisture and temperature conditions","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Moisture; Materials science; Environmental science; Composite material; Geotechnical engineering; Geology","score_opus":0.020224169322142747,"score_gpt":0.2758903673007089,"score_spread":0.25566619797856616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406410437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998329,0.00030390348,0.00076350156,0.000008783705,0.000008835341,0.000021366126,0.00018108492,0.000021873475,0.00036171867],"genre_scores_gemma":[0.99764013,0.00023048083,0.0010719218,0.000015176046,0.00000369134,0.000026762378,0.00015216255,0.000012227776,0.0008474301],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996518,0.00003451213,0.000025898824,0.00007085597,0.0001710699,0.000045796245],"domain_scores_gemma":[0.9996486,0.000050620303,0.00012365077,0.000028439132,0.00010520016,0.00004346237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040385596,0.00043228478,0.00035263874,0.00025426497,0.00019640556,0.00024008573,0.00021945461,0.00032271454,0.0010066595],"category_scores_gemma":[0.0003520135,0.00015557552,0.00026987612,0.00020586918,0.00027616104,0.000264614,0.00026502353,0.0005818709,0.0002089574],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016147218,0.000040411534,0.0031136586,0.00008142066,0.000015377916,0.000102975726,0.00008563726,0.000428834,0.9942703,0.00002437756,0.000019670904,0.0016558744],"study_design_scores_gemma":[0.000006257124,0.0013765339,0.05233944,0.000014615136,0.0000415795,0.00014511288,0.00016927643,0.0015273576,0.9435907,0.00004000042,0.0007315912,0.000017535456],"about_ca_topic_score_codex":0.00084787875,"about_ca_topic_score_gemma":0.002494419,"teacher_disagreement_score":0.0010066595,"about_ca_system_score_codex":0.00022155873,"about_ca_system_score_gemma":0.00015131597,"threshold_uncertainty_score":0.0033676028},"labels":[],"label_agreement":null},{"id":"W4408260902","doi":"10.1016/j.cemconcomp.2025.106034","title":"Comparison of thermal and mechanochemical activation for enhancing pozzolanic reactivity of illite-rich shale","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"IBI Group (Canada); University of Toronto","funders":"National Research Council Canada","keywords":"Illite; Oil shale; Materials science; Chemical engineering; Reactivity (psychology); Thermal; Pozzolan; Geochemistry; Mineralogy; Geology; Composite material; Clay minerals; Engineering; Cement; Thermodynamics; Physics","score_opus":0.01880716323784645,"score_gpt":0.28756356313747383,"score_spread":0.2687563998996274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408260902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971908,0.00077898684,0.0008495866,0.000019584751,0.0000091545535,0.000016249962,0.00005558968,0.000018494347,0.0010615013],"genre_scores_gemma":[0.9977062,0.0005469778,0.00093555055,0.000015462112,0.0000039635675,0.000012100038,0.000053223415,0.000008871356,0.00071763794],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988353,0.00001398834,0.000008983472,0.000018848465,0.000046089583,0.000028596585],"domain_scores_gemma":[0.9999176,0.000018199155,0.000020916457,0.0000063021944,0.000022752893,0.000014280866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017631105,0.0003488182,0.00020753534,0.00042260156,0.00013010761,0.00026149856,0.00018274608,0.0002308298,0.0010979144],"category_scores_gemma":[0.00019192221,0.0001437089,0.00032652728,0.00021230194,0.0001626562,0.0002857982,0.00020058737,0.0003482077,0.00022527626],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000152103,0.000043068892,0.00052107725,0.00014143407,0.000010809201,0.00005121513,0.00002607243,0.00040740374,0.9953969,0.00007242321,0.000025119662,0.0031523597],"study_design_scores_gemma":[0.000008367732,0.00045593432,0.005113388,0.000010507344,0.00002737135,0.000050884664,0.00005207442,0.0014002961,0.9917035,0.00003232767,0.001137084,0.00000816488],"about_ca_topic_score_codex":0.00045740203,"about_ca_topic_score_gemma":0.0027923484,"teacher_disagreement_score":0.0010979144,"about_ca_system_score_codex":0.00012903383,"about_ca_system_score_gemma":0.00016532598,"threshold_uncertainty_score":0.0036728978},"labels":[],"label_agreement":null},{"id":"W4408309037","doi":"10.1016/j.cemconcomp.2025.106038","title":"On the subtilities of rebar corrosion behaviour in cracked concrete","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Corrosion; Materials science; Forensic engineering; Composite material; Structural engineering; Metallurgy; Engineering","score_opus":0.008829047071416879,"score_gpt":0.21402835901356337,"score_spread":0.2051993119421465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408309037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7381333,0.0010525176,0.24143349,0.00025584153,0.000052459814,0.00010502759,0.00018710305,0.00031295267,0.018467357],"genre_scores_gemma":[0.9921445,0.00034339016,0.004591715,0.000016212538,0.000004188764,0.00002213786,0.000035219327,0.000021553838,0.0028210217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998969,0.000021260908,0.0000042351435,0.000025217101,0.000033655604,0.000018726432],"domain_scores_gemma":[0.99986756,0.000045019013,0.00003474794,0.000017997174,0.00002665137,0.000007844782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019357607,0.0005315649,0.0004052673,0.00034048792,0.0001749232,0.0004274533,0.00050524296,0.0007571876,0.00087758957],"category_scores_gemma":[0.00046636522,0.00019864942,0.0005285449,0.00010960376,0.00048191307,0.00047220176,0.00042050026,0.00046805048,0.00022024906],"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":[0.00007527921,0.00008230278,0.0013831455,0.00012884731,0.000018741874,0.00022248554,0.000119002565,0.89578754,0.08807869,0.007996936,0.00014475783,0.005962262],"study_design_scores_gemma":[0.000003823999,0.00006619397,0.0005955339,0.0000071491736,0.000007737756,0.000043411026,0.000018994142,0.99241567,0.005753951,0.0007590183,0.00032098472,0.0000075006915],"about_ca_topic_score_codex":0.004145287,"about_ca_topic_score_gemma":0.002807139,"teacher_disagreement_score":0.004145287,"about_ca_system_score_codex":0.00032012182,"about_ca_system_score_gemma":0.00034721472,"threshold_uncertainty_score":0.008242309},"labels":[],"label_agreement":null},{"id":"W4408473447","doi":"10.1016/j.cemconcomp.2025.106048","title":"Water quenching and grinding of ladle furnace slag for use as supplementary cementitious material in cemented mine backfills","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","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":"Centre de Recherche Industrielle du Québec; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada; ArcelorMittal","keywords":"Cementitious; Grinding; Metallurgy; Slag (welding); Quenching (fluorescence); Materials science; Cement","score_opus":0.00898701069600593,"score_gpt":0.2065067163238566,"score_spread":0.19751970562785065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408473447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99648947,0.00016487749,0.002053873,0.000020638849,0.000007361507,0.000023506283,0.00007995357,0.00007115736,0.0010891152],"genre_scores_gemma":[0.99688065,0.00006203203,0.0013304309,0.000011502657,0.0000021048884,0.0000069753437,0.000052689098,0.000021363347,0.001632254],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982613,0.000023715651,0.000007746917,0.000036564525,0.00006261431,0.00004329207],"domain_scores_gemma":[0.999864,0.000046522822,0.000028440323,0.000011958285,0.000028665707,0.00002038838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028493546,0.00020950803,0.00036951952,0.00029376018,0.0004262922,0.00022798026,0.00029358212,0.00025594272,0.0020693687],"category_scores_gemma":[0.00036403575,0.00017409505,0.00026344295,0.00022110058,0.000322175,0.00027857942,0.00016858347,0.00037071973,0.00022063876],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052925135,0.00007770652,0.001075647,0.000067916204,0.0000067000465,0.000033561595,0.00012807925,0.0011651601,0.98811483,0.000121554665,0.00009398546,0.008585622],"study_design_scores_gemma":[0.000010512371,0.0004097863,0.0074107843,0.0000034160482,0.000010724596,0.000017631455,0.000044118653,0.001878981,0.9896018,0.00004211715,0.00056392147,0.000006122667],"about_ca_topic_score_codex":0.0068028,"about_ca_topic_score_gemma":0.020365667,"teacher_disagreement_score":0.0068028,"about_ca_system_score_codex":0.0004896636,"about_ca_system_score_gemma":0.000569639,"threshold_uncertainty_score":0.01352638},"labels":[],"label_agreement":null},{"id":"W4411360398","doi":"10.1016/j.cemconcomp.2025.106194","title":"Micro-scale uniaxial compression assessment of hygro-thermo-mechanical interactions in limestone-filler cement paste at low water-to-fine ratio","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Filler (materials); Materials science; Cement; Composite material; Compression (physics); Scale (ratio)","score_opus":0.011869412090356728,"score_gpt":0.2774693358205389,"score_spread":0.26559992373018215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411360398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967789,0.0003454541,0.00205542,0.000011912899,0.0000057908364,0.000020743124,0.00020853973,0.000033267566,0.0005399749],"genre_scores_gemma":[0.99714977,0.00021490644,0.002028625,0.000010049851,0.000003633579,0.000028465196,0.00011003356,0.0000070259366,0.00044747523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987435,0.000011636152,0.0000115197745,0.000030071384,0.000053022755,0.000019340052],"domain_scores_gemma":[0.99978477,0.00006354581,0.00006104919,0.0000144837595,0.00005220739,0.000024030553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021713124,0.00032863783,0.00013601792,0.0002564085,0.00014344003,0.00013499998,0.0001466385,0.00022095833,0.0010247686],"category_scores_gemma":[0.00026465513,0.00018408115,0.00015086748,0.00022483229,0.0002602894,0.00022571484,0.00015891297,0.00037356248,0.00012666032],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014766999,0.000005882618,0.00019508814,0.000015808795,0.0000017080305,0.00001870928,0.0000173951,0.00006838097,0.99914205,0.0000068899244,0.0000050834133,0.00050816976],"study_design_scores_gemma":[0.0000024166247,0.00012691047,0.01520521,0.0000028906718,0.000010737036,0.000038246657,0.000047052537,0.001304953,0.98303956,0.000009946788,0.00020716095,0.0000048654206],"about_ca_topic_score_codex":0.0011845744,"about_ca_topic_score_gemma":0.0049064346,"teacher_disagreement_score":0.0011845744,"about_ca_system_score_codex":0.00015080391,"about_ca_system_score_gemma":0.00011055381,"threshold_uncertainty_score":0.0034282207},"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":"W4411866694","doi":"10.1016/j.cemconcomp.2025.106207","title":"Synergistic effects of steel fiber surface treatments on the tensile performance of cementless ultra-high-performance alkali-activated concrete","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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 British Columbia","funders":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea; Yonsei University","keywords":"Ultimate tensile strength; Materials science; Fiber; Composite material; Alkali metal; Chemistry","score_opus":0.008527809204946267,"score_gpt":0.21276678545521652,"score_spread":0.20423897625027024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411866694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99858344,0.000511935,0.00031425367,0.000009479562,0.000021313277,0.0000058196565,0.00003159405,0.000016510432,0.00050567987],"genre_scores_gemma":[0.9987953,0.00023220356,0.00029001152,0.000008756019,0.0000071437694,0.0000033405788,0.000028326758,0.000006690916,0.0006281322],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979955,0.000025561454,0.00001618361,0.00003379126,0.00007533297,0.000049598933],"domain_scores_gemma":[0.9997662,0.00004360105,0.000055966968,0.000015185748,0.000059108785,0.0000598626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018741033,0.000594602,0.00039760637,0.00029006516,0.00021557069,0.000301914,0.0001800795,0.00034681408,0.0015484802],"category_scores_gemma":[0.00022390684,0.00025097563,0.0004436359,0.00022359283,0.00024219636,0.0002743432,0.0002219393,0.000391075,0.00021508924],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004735845,0.000045252564,0.00015920216,0.000049967788,0.000016319302,0.000029698449,0.000017355163,0.00030305103,0.9973551,0.000016968093,0.000018646046,0.0015149438],"study_design_scores_gemma":[0.0000068074187,0.0005255705,0.002043229,0.0000023455823,0.000035547262,0.000020732143,0.000024417368,0.00054407853,0.99658185,0.000006480772,0.00020168937,0.0000072827206],"about_ca_topic_score_codex":0.0008872637,"about_ca_topic_score_gemma":0.0027322827,"teacher_disagreement_score":0.0015484802,"about_ca_system_score_codex":0.00015866375,"about_ca_system_score_gemma":0.00020736878,"threshold_uncertainty_score":0.0051801205},"labels":[],"label_agreement":null},{"id":"W4412430938","doi":"10.1016/j.cemconcomp.2025.106227","title":"Enhancing nano-CaCO3 dispersion with cellulose nanocrystals for high-strength low-carbon concrete","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","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":"Arts Council of Indianapolis; National Academies of Sciences, Engineering, and Medicine; National Science Foundation","keywords":"Cellulose; Nano-; Dispersion (optics); Materials science; Nanocrystal; Composite material; Carbon fibers; Nanotechnology; Chemical engineering; Composite number; Optics; Engineering; Physics","score_opus":0.0060703527292880494,"score_gpt":0.2125735462397219,"score_spread":0.20650319351043386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412430938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929878,0.00062366226,0.0032505156,0.000049883813,0.000043665063,0.000030125777,0.00007007386,0.00007377077,0.0028704854],"genre_scores_gemma":[0.9951426,0.00031552895,0.002661334,0.000024693878,0.0000061032397,0.000017295339,0.000045935794,0.000020899339,0.0017657035],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999889,0.000008100771,0.0000076441565,0.00002516583,0.000041370495,0.000028746885],"domain_scores_gemma":[0.99985063,0.000030482259,0.000042872813,0.000008829166,0.000038032213,0.000029062807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015573802,0.00031077754,0.00017986928,0.00016765801,0.00018919933,0.0003041049,0.00017522987,0.00033405112,0.0009341678],"category_scores_gemma":[0.00018868498,0.00018289704,0.0002651173,0.00013263116,0.00018326276,0.0002931061,0.00019007754,0.0004708951,0.00023213483],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003189365,0.00001863803,0.00003713171,0.000035610865,0.000002724287,0.000021498405,0.000009982958,0.00026130618,0.99852496,0.000089733505,0.000032728083,0.0009338246],"study_design_scores_gemma":[0.000004589311,0.000047752266,0.00030570937,0.0000020261962,0.000005493037,0.000013785072,0.0000069384346,0.0013411121,0.9977622,0.0000075399794,0.0004980731,0.0000047824383],"about_ca_topic_score_codex":0.0035724998,"about_ca_topic_score_gemma":0.012685555,"teacher_disagreement_score":0.0035724998,"about_ca_system_score_codex":0.000519365,"about_ca_system_score_gemma":0.00033517496,"threshold_uncertainty_score":0.0071033835},"labels":[],"label_agreement":null},{"id":"W4412746220","doi":"10.1016/j.cemconcomp.2025.106262","title":"Utilizing incinerated sewage sludge ash for antibacterial alkali-activated materials","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Recycling and utilization of industrial and municipal waste in materials production","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":"Innovation and Technology Fund; Research Grants Council, University Grants Committee","keywords":"Incineration; Sewage sludge; Activated sludge; Alkali metal; Waste management; Sewage; Materials science; Chemistry; Sewage treatment; Organic chemistry; Engineering","score_opus":0.020752314056131215,"score_gpt":0.25251224379854686,"score_spread":0.23175992974241566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412746220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99042904,0.00097149966,0.0060636853,0.00005216168,0.000037244226,0.00003703024,0.00006956797,0.00010226951,0.0022374825],"genre_scores_gemma":[0.99236155,0.0005987183,0.0046985936,0.000013601828,0.000004928591,0.000011373285,0.00007014999,0.0000222409,0.0022188586],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998493,0.000023754115,0.00001056258,0.000026575632,0.000056188223,0.00003360827],"domain_scores_gemma":[0.9998745,0.000025703985,0.000027126975,0.000012009131,0.000043352462,0.000017256541],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024756216,0.0004611432,0.00023613108,0.00040145466,0.00028281007,0.0004948279,0.0002607703,0.00034094285,0.0005970693],"category_scores_gemma":[0.00025583757,0.00022786898,0.00032106627,0.00028216856,0.00025580075,0.0003315921,0.00021332767,0.00032848373,0.00033576583],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004990573,0.00003420932,0.00016353879,0.000059263,0.0000040154514,0.000028897713,0.00001879709,0.00017015694,0.99579924,0.00008757859,0.000019993242,0.0035644292],"study_design_scores_gemma":[0.0000018790555,0.00006853222,0.00036427262,0.0000027573192,0.0000064472006,0.000022279963,0.000013318205,0.0005172928,0.9985751,0.000009693332,0.00041587136,0.000002440081],"about_ca_topic_score_codex":0.0014368657,"about_ca_topic_score_gemma":0.0055034487,"teacher_disagreement_score":0.0014368657,"about_ca_system_score_codex":0.000264693,"about_ca_system_score_gemma":0.0005819754,"threshold_uncertainty_score":0.0028570294},"labels":[],"label_agreement":null},{"id":"W4412828066","doi":"10.1016/j.cemconcomp.2025.106250","title":"Reconstruction kinetics and structural evolutions of chromate and chloride intercalated Mg/Al layered double hydroxide in low-carbon cements","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Magnesium Oxide Properties and Applications","field":"Materials Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Research Grants Council, University Grants Committee; Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; Physicians' Services Incorporated Foundation","keywords":"Hydroxide; Chromate conversion coating; Kinetics; Materials science; Chloride; Layered double hydroxides; Inorganic chemistry; Chemical engineering; Chemistry; Metallurgy; Chromium; Physics","score_opus":0.00860934528956283,"score_gpt":0.23025301105990892,"score_spread":0.22164366577034608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412828066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99865746,0.00014487884,0.00043042685,0.000010838074,0.000003050085,0.0000030129438,0.00011508383,0.000022306316,0.0006129048],"genre_scores_gemma":[0.9991572,0.00005249604,0.00016538924,0.0000035939217,6.633748e-7,0.0000019165534,0.000072616356,0.000008082547,0.0005380683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992657,0.0000074153145,0.0000030388019,0.000017412642,0.000023742858,0.000021844846],"domain_scores_gemma":[0.9998282,0.00004492486,0.000050991373,0.000009977167,0.00004108286,0.000024753663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017851863,0.00016901868,0.00012422726,0.000293273,0.00016680175,0.00036076352,0.0002651868,0.00018582612,0.0015832771],"category_scores_gemma":[0.00044975957,0.00020474456,0.00013254759,0.00020748546,0.00041337917,0.00032007697,0.0001268733,0.00029507637,0.00019554431],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044696973,0.000025407611,0.0023149357,0.000047226906,0.0000125407405,0.00008728693,0.00013086572,0.0017009188,0.9927781,0.0003521607,0.000059980495,0.002043493],"study_design_scores_gemma":[0.000008383226,0.00011302201,0.01205598,0.0000044217422,0.000012244036,0.000039605275,0.00012815966,0.008633347,0.97837985,0.00005023272,0.000561113,0.0000136219],"about_ca_topic_score_codex":0.003767033,"about_ca_topic_score_gemma":0.003412075,"teacher_disagreement_score":0.003767033,"about_ca_system_score_codex":0.00044886747,"about_ca_system_score_gemma":0.0002474161,"threshold_uncertainty_score":0.0074902177},"labels":[],"label_agreement":null},{"id":"W4412978890","doi":"10.1016/j.cemconcomp.2025.106271","title":"Preparation of foam concrete with enhanced thixotropy and optimized pore structure by combining internal foaming method and nanofibrillated cellulose (NFC)","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Science Foundation of Qingdao; National Natural Science Foundation of China; Taishan Scholar Foundation of Shandong Province","keywords":"Thixotropy; Materials science; Composite material; Cellulose; Nanocellulose; Foaming agent; Chemical engineering; Porosity","score_opus":0.003932432924759946,"score_gpt":0.2413806288825401,"score_spread":0.23744819595778016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412978890","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97716355,0.0007718525,0.01923475,0.000057003086,0.000048161626,0.000054430246,0.00017733841,0.00020897486,0.002283934],"genre_scores_gemma":[0.9849224,0.00033247544,0.013060998,0.00002198105,0.000009541337,0.000035627254,0.00018072025,0.000026247275,0.0014099482],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999192,0.0000064055344,0.000008838853,0.000017110022,0.000027600945,0.000020836473],"domain_scores_gemma":[0.99987555,0.000015645557,0.000040423976,0.000012337555,0.000027652513,0.000028359804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015362405,0.0003602389,0.00019969599,0.0002977594,0.00015004701,0.00011640705,0.000118292766,0.00027521458,0.00080675224],"category_scores_gemma":[0.00018940924,0.0001454602,0.00025093235,0.00018852617,0.00016570301,0.00025834833,0.00019517494,0.00038661438,0.00020671674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000251122,0.000013010978,0.000097918215,0.000057321507,0.0000038812777,0.00005785732,0.000015976006,0.00025617593,0.9970572,0.00011318529,0.00002450957,0.0022779298],"study_design_scores_gemma":[0.000008495408,0.00007972593,0.00073328055,0.000004688837,0.000007329432,0.00007157363,0.0000067953347,0.0009316204,0.99719703,0.000023043307,0.0009294666,0.000006856539],"about_ca_topic_score_codex":0.0007843527,"about_ca_topic_score_gemma":0.0022566207,"teacher_disagreement_score":0.00080675224,"about_ca_system_score_codex":0.00018439963,"about_ca_system_score_gemma":0.00028308417,"threshold_uncertainty_score":0.0026988387},"labels":[],"label_agreement":null},{"id":"W4413015051","doi":"10.1016/j.cemconcomp.2025.106279","title":"Thermodynamic calculation of CaCO3 polymorphs from aqueous carbonation of Portland cement with the addition of organic additives","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Calcium Carbonate Crystallization and Inhibition","field":"Materials Science","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Carbonation; Portland cement; Aqueous solution; Materials science; Cement; Chemical engineering; Chemistry; Organic chemistry; Composite material","score_opus":0.004702923963350155,"score_gpt":0.19867780874534302,"score_spread":0.19397488478199287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413015051","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947462,0.00022841975,0.00175137,0.000022847955,0.0000083021805,0.000014618466,0.00033728228,0.000024870285,0.0028661462],"genre_scores_gemma":[0.998387,0.0001320437,0.0007346357,0.0000030747167,0.0000018703157,0.0000136106455,0.00023366397,0.000008563938,0.00048547634],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993384,0.0000072077864,0.000004282397,0.000010338541,0.000036280497,0.000008073077],"domain_scores_gemma":[0.99989545,0.000050533145,0.000016206197,0.0000060213074,0.000025436379,0.000006434514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001341304,0.00018278198,0.00014926486,0.0002167529,0.00020749003,0.00018029254,0.00024433644,0.000096286145,0.0018024206],"category_scores_gemma":[0.00036165988,0.00011775054,0.00021563667,0.0002665996,0.00019010366,0.00019181188,0.00009806078,0.0002810187,0.00015848683],"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":[0.0011109669,0.0002113379,0.007985833,0.00050114235,0.0000627902,0.00027869028,0.00013483009,0.06286104,0.90350497,0.005432995,0.0005368342,0.017378489],"study_design_scores_gemma":[0.000045477438,0.00046107586,0.015374963,0.000010411969,0.000026389189,0.00010052518,0.00007892434,0.12344653,0.85780317,0.00062295154,0.0020006727,0.000028939687],"about_ca_topic_score_codex":0.003379266,"about_ca_topic_score_gemma":0.0069205547,"teacher_disagreement_score":0.003379266,"about_ca_system_score_codex":0.0003936617,"about_ca_system_score_gemma":0.00032421786,"threshold_uncertainty_score":0.006719172},"labels":[],"label_agreement":null},{"id":"W4414675191","doi":"10.1016/j.cemconcomp.2025.106347","title":"Carbonation-activated microstructural refinement in GUL-GGBFS blended mortars: Shrinkage mitigation and strength enhancement","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; University of Toronto; Cement Association of Canada","keywords":"Carbonation; Compressive strength; Shrinkage; Ground granulated blast-furnace slag; Curing (chemistry); Thermogravimetric analysis; Cement; Pozzolanic activity","score_opus":0.006144071676074748,"score_gpt":0.23153048611668772,"score_spread":0.22538641444061297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414675191","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988115,0.00020333994,0.0006068398,0.000008319629,0.000004672518,0.0000073705023,0.00006273308,0.000024359857,0.00027098408],"genre_scores_gemma":[0.9981085,0.00014185304,0.0007744872,0.000010531849,0.0000025104787,0.0000063601706,0.000074532756,0.000013491628,0.000867617],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999255,0.0000058852547,0.000005128288,0.000015845548,0.000028566492,0.000019035666],"domain_scores_gemma":[0.99988353,0.000011926493,0.000044778444,0.000009081024,0.000026931622,0.000023662542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011690764,0.000373327,0.00022931291,0.00028919862,0.00012273449,0.00018237148,0.00014796625,0.00024127419,0.00083374773],"category_scores_gemma":[0.00013429907,0.00018723654,0.0002358966,0.00014908762,0.0002550704,0.00017371135,0.00013392375,0.00029321175,0.00015989042],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033569428,0.0000052289984,0.00015104534,0.000013229662,0.000002227986,0.000018769872,0.00000912338,0.000071868264,0.99932635,0.000007410948,0.0000034648795,0.00035759373],"study_design_scores_gemma":[0.0000030614874,0.00020303433,0.008611596,0.000003309146,0.000012078316,0.000059885217,0.000021578959,0.0004793244,0.99018735,0.00000990795,0.00040451062,0.000004359974],"about_ca_topic_score_codex":0.0011402164,"about_ca_topic_score_gemma":0.0046610106,"teacher_disagreement_score":0.0011402164,"about_ca_system_score_codex":0.00018651845,"about_ca_system_score_gemma":0.00012919288,"threshold_uncertainty_score":0.0027891994},"labels":[],"label_agreement":null},{"id":"W4414675843","doi":"10.1016/j.cemconcomp.2025.106349","title":"Pore pressure dynamics in early-age cemented fill under multiaxial stress conditions","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Pore water pressure; Drainage; Curing (chemistry); Inflow; Stress (linguistics); Closure (psychology); Water pressure","score_opus":0.007160667057630579,"score_gpt":0.20523804261319878,"score_spread":0.1980773755555682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414675843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924684,0.00003783565,0.0005087233,0.000008136575,0.0000017896849,0.0000026344094,0.00006125854,0.000019028788,0.000113747796],"genre_scores_gemma":[0.9995734,0.000024527806,0.00025715254,0.000003342834,7.0285637e-7,0.0000041615967,0.00004058467,0.0000032382557,0.000092870985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999905,0.00000678034,0.0000054796187,0.000023462988,0.000039886276,0.000019358637],"domain_scores_gemma":[0.9998573,0.000031722513,0.000048277223,0.000009180067,0.000030985764,0.000022488666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014920537,0.0001935174,0.00018991812,0.00020770241,0.00017410601,0.00030322163,0.00020089476,0.00029247193,0.0005537516],"category_scores_gemma":[0.00030476987,0.00012885676,0.0001232906,0.00017132258,0.00043041777,0.0003711593,0.00022539613,0.00028455644,0.00008172971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016930758,0.00004616528,0.008763682,0.000046932906,0.0000064007254,0.00026834797,0.00020932531,0.003186196,0.9834508,0.0001385888,0.000055495744,0.0036588004],"study_design_scores_gemma":[0.000021740658,0.0008064031,0.10697318,0.000016497048,0.000019957335,0.00026926066,0.00069169205,0.059595954,0.8300465,0.00023112695,0.0012712565,0.000056439618],"about_ca_topic_score_codex":0.0014171172,"about_ca_topic_score_gemma":0.0017822888,"teacher_disagreement_score":0.0014171172,"about_ca_system_score_codex":0.0002213077,"about_ca_system_score_gemma":0.00018067166,"threshold_uncertainty_score":0.0028176904},"labels":[],"label_agreement":null},{"id":"W4415038014","doi":"10.1016/j.cemconcomp.2025.106363","title":"A transformer-based machine learning model for optimizing the design of cementitious mixtures with mine tailings as supplementary cementitious materials","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Mineral Processing and Grinding","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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cementitious; Reuse; Tailings; Portland cement; Sorting; Compressive strength; Boosting (machine learning); Gradient boosting","score_opus":0.011259691058908247,"score_gpt":0.2189534553461743,"score_spread":0.20769376428726605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415038014","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":[0.06789479,0.00032223633,0.920921,0.000296985,0.00005169362,0.00010579031,0.00031821924,0.0008495624,0.009239558],"genre_scores_gemma":[0.8803123,0.00019118295,0.11149546,0.00011956714,0.000018153589,0.00034233325,0.00034510408,0.00006954564,0.0071063605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985003,0.000043883374,0.000008251011,0.000037966165,0.00003872402,0.00002117012],"domain_scores_gemma":[0.99964786,0.0002179761,0.000033483684,0.000010316922,0.00007869885,0.000011682925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006725227,0.000795943,0.0005882686,0.0005143684,0.00027074284,0.0006912625,0.00093435036,0.001120205,0.0032498797],"category_scores_gemma":[0.0013010411,0.0004608496,0.00069523905,0.00040755715,0.0004014217,0.0005902655,0.00047692802,0.0009212291,0.00048051085],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014282717,0.000011020684,0.00017376266,0.000016889608,0.000005827876,0.000010403262,0.0000062691524,0.99400467,0.00045523752,0.0005703438,0.000115772404,0.0046155727],"study_design_scores_gemma":[0.0000013010789,0.0000042773213,0.000020021962,0.0000011252524,0.0000014028054,0.000001069975,0.0000010698485,0.9996511,0.0000995409,0.00014964322,0.00006864429,8.1304984e-7],"about_ca_topic_score_codex":0.010667331,"about_ca_topic_score_gemma":0.011076417,"teacher_disagreement_score":0.010667331,"about_ca_system_score_codex":0.00090442697,"about_ca_system_score_gemma":0.001173507,"threshold_uncertainty_score":0.021210492},"labels":[],"label_agreement":null},{"id":"W4415045202","doi":"10.1016/j.cemconcomp.2025.106362","title":"Hydration time-dependent evolution of interfacial micromechanical behavior between magnesium potassium phosphate cement and cement concrete","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Magnesium Oxide Properties and Applications","field":"Materials Science","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 Alberta","funders":"China Postdoctoral Science Foundation; Natural Science Foundation of Liaoning Province; National Natural Science Foundation of China","keywords":"Magnesium phosphate; Cement; Raman spectroscopy; Amorphous solid; Portland cement; Toughness; Scanning electron microscope; Magnesium","score_opus":0.008486198585781111,"score_gpt":0.2253527666317533,"score_spread":0.21686656804597218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415045202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99930334,0.00008375049,0.00027036693,0.0000042289416,0.0000031344093,0.0000025572888,0.000030986947,0.000009766492,0.00029188895],"genre_scores_gemma":[0.99955815,0.000026539328,0.00012684058,0.0000032506755,8.006894e-7,0.0000013919465,0.00002734738,0.0000030105666,0.0002526571],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999038,0.0000091331185,0.0000053738218,0.000017426299,0.000037119207,0.000027169091],"domain_scores_gemma":[0.99967885,0.00011185293,0.0000895907,0.000013151904,0.00005772326,0.000048905626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015977064,0.00014498053,0.00013440617,0.00016259991,0.0001322794,0.00019916319,0.0001538102,0.00015915012,0.0019862745],"category_scores_gemma":[0.00060581556,0.00017340718,0.00011466977,0.00017318988,0.00031694415,0.00023441235,0.00015229186,0.00031937467,0.00013687611],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003416827,0.00002190945,0.001515858,0.000025160547,0.000006544875,0.00009756259,0.000083286235,0.00032651913,0.9962947,0.00007735602,0.000024552659,0.0011849644],"study_design_scores_gemma":[0.000008467317,0.0003346226,0.04308228,0.0000045762204,0.000018248269,0.000083687686,0.00017996815,0.005097303,0.9507346,0.00003532122,0.00040560932,0.00001529932],"about_ca_topic_score_codex":0.0018440727,"about_ca_topic_score_gemma":0.0029774678,"teacher_disagreement_score":0.0019862745,"about_ca_system_score_codex":0.00018390763,"about_ca_system_score_gemma":0.00017059098,"threshold_uncertainty_score":0.006644726},"labels":[],"label_agreement":null},{"id":"W4415195229","doi":"10.1016/j.cemconcomp.2025.106365","title":"The impact of internal stress generated during the printing process on the early-age properties of 3D printed concrete","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Nozzle; 3D printing; Extrusion; Process (computing); Stress (linguistics); Deformation (meteorology); Internal stress; Work (physics); Internal flow","score_opus":0.011278192966740479,"score_gpt":0.2322915799596481,"score_spread":0.22101338699290762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415195229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99789715,0.00013252681,0.000966232,0.00000913727,0.000014242702,0.0000027324454,0.000076605305,0.000035282406,0.0008661305],"genre_scores_gemma":[0.9992446,0.000040683757,0.00017697804,0.0000065633835,0.0000026452542,0.0000016527597,0.00004250897,0.000018075205,0.00046633548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951446,0.0000384703,0.00003215528,0.0000666775,0.0002498172,0.00009831168],"domain_scores_gemma":[0.9987239,0.0005036534,0.0002501847,0.00013185742,0.00028569973,0.00010461624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035195125,0.00036301237,0.00029152038,0.00035589995,0.0002801971,0.00075252267,0.00029444127,0.00064520544,0.0033503599],"category_scores_gemma":[0.001226135,0.00029694973,0.00043661898,0.0003560279,0.0005452891,0.00053388235,0.0003534536,0.00059775566,0.00046398898],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006087752,0.00008684827,0.003929115,0.00007122297,0.000025622694,0.00047617542,0.00018758688,0.008723596,0.97730553,0.00013204629,0.00007311766,0.008380418],"study_design_scores_gemma":[0.000008634031,0.0004131693,0.03465173,0.000008012321,0.000036250753,0.00015820516,0.00014349227,0.008694006,0.955452,0.0000529787,0.00034435172,0.00003710921],"about_ca_topic_score_codex":0.0009420153,"about_ca_topic_score_gemma":0.0013381183,"teacher_disagreement_score":0.0033503599,"about_ca_system_score_codex":0.00037090585,"about_ca_system_score_gemma":0.00022770283,"threshold_uncertainty_score":0.011208057},"labels":[],"label_agreement":null},{"id":"W4415602162","doi":"10.1016/j.cemconcomp.2025.106383","title":"Enhancing interface adhesion of 3D printable concrete by biochar integration","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Porosity; Adhesion; Extrusion; Moisture; Substrate (aquarium); Yield (engineering); Biochar","score_opus":0.0063568255535296015,"score_gpt":0.22508501718754959,"score_spread":0.21872819163402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415602162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9882444,0.00072363194,0.007452833,0.000031506213,0.000062069514,0.000015915477,0.0001397526,0.0002703654,0.003059427],"genre_scores_gemma":[0.9937419,0.00028386223,0.0035621724,0.00003081338,0.0000067414926,0.000015712109,0.000079786216,0.000028964743,0.002250083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998541,0.0000061228266,0.0000066930606,0.00003266403,0.00005855626,0.000041920128],"domain_scores_gemma":[0.9998921,0.000021067044,0.00003427371,0.000013463712,0.000023202012,0.000015777043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000095736825,0.000423767,0.00020732805,0.00030181993,0.00014030514,0.0003752702,0.00031857367,0.0005444138,0.0016565741],"category_scores_gemma":[0.00021197973,0.00024643954,0.0003490439,0.00019139901,0.00017274707,0.0003820753,0.0003370704,0.0005648284,0.00062946096],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017681175,0.000013524809,0.00005930221,0.000034379696,0.0000033470888,0.000040304065,0.000010966113,0.0004855415,0.99777895,0.00007263191,0.000028782102,0.0014545817],"study_design_scores_gemma":[0.000003309631,0.00005483862,0.0009245347,0.000003344278,0.000007785651,0.00003691634,0.000015287094,0.0020113192,0.99607617,0.000018213146,0.0008406624,0.0000074968766],"about_ca_topic_score_codex":0.0006655253,"about_ca_topic_score_gemma":0.0022010491,"teacher_disagreement_score":0.0016565741,"about_ca_system_score_codex":0.0002761908,"about_ca_system_score_gemma":0.00017468787,"threshold_uncertainty_score":0.005541742},"labels":[],"label_agreement":null},{"id":"W4415745066","doi":"10.1016/j.cemconcomp.2025.106387","title":"Multifactorial analysis of AAR development: Integrating laboratory and field data with statistical and probabilistic modelling","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Reliability (semiconductor); Bayesian probability; Cementitious; Aggregate (composite); Durability; Statistical inference; Alkali–aggregate reaction; Field (mathematics); Bayesian inference","score_opus":0.0196303145117192,"score_gpt":0.2581510173151755,"score_spread":0.23852070280345627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415745066","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":[0.28274137,0.0005317398,0.7145301,0.00030633307,0.000026386151,0.00015534557,0.0004717751,0.000320871,0.0009160373],"genre_scores_gemma":[0.92201877,0.0002253793,0.07648335,0.0000412169,0.000031780775,0.00010400102,0.0005193328,0.00003397971,0.00054218573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99337643,0.0038076772,0.00031920127,0.0011723321,0.0011113785,0.00021295043],"domain_scores_gemma":[0.965,0.026451413,0.0042956136,0.0022652305,0.0016731069,0.000314641],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.017206237,0.0012088404,0.00094890286,0.0032745523,0.00031244507,0.0015308594,0.0014195848,0.0011464095,0.0009067921],"category_scores_gemma":[0.03286483,0.0006087991,0.0018395678,0.0015682956,0.00091211864,0.0019096179,0.0016069624,0.0011702435,0.00022633097],"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":[0.00022298044,0.00036369433,0.13875115,0.00019549116,0.0006269292,0.00023095506,0.00038200358,0.7471504,0.0050932374,0.010084476,0.00042355433,0.09647505],"study_design_scores_gemma":[0.0000060726184,0.000099483295,0.018919684,0.000016799882,0.00004195801,0.00005186086,0.000043287382,0.9740602,0.00062699424,0.00585523,0.00024333008,0.000035134413],"about_ca_topic_score_codex":0.013726161,"about_ca_topic_score_gemma":0.008099073,"teacher_disagreement_score":0.017206237,"about_ca_system_score_codex":0.0013561868,"about_ca_system_score_gemma":0.0013614623,"threshold_uncertainty_score":0.090996385},"labels":[],"label_agreement":null}]}