{"meta":{"query_hash":"19cf86085a38","filters":{"venue":"Journal of Materials in Civil Engineering"},"cohort_total":165,"direct_labels_cover":0,"predictions_cover":165,"exported":165,"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/19cf86085a38","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Materials+in+Civil+Engineering"},"results":[{"id":"W1747534451","doi":"10.1061/(asce)mt.1943-5533.0001467","title":"Optimization of Hot-Mix Asphalt Surface Course Mix Design for Fatigue Resistance: High-Friction Aggregate and PG Plus","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Ministère des Transports","keywords":"Rut; Asphalt; Aggregate (composite); Materials science; Composite material; Asphalt pavement; Wearing course; Stiffness; Scanning electron microscope","score_opus":0.0358943318351099,"score_gpt":0.2621459385713947,"score_spread":0.22625160673628478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1747534451","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99053204,0.0005330957,0.007678591,0.000009757243,0.000007312934,0.00007669077,0.00009085271,0.00007101508,0.0010006727],"genre_scores_gemma":[0.9915513,0.00018158778,0.0075374874,0.0000068639943,0.0000036209603,0.000052589312,0.00007850175,0.000025194442,0.0005628389],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99927217,0.000131508,0.0000813283,0.00012616895,0.000321384,0.00006737718],"domain_scores_gemma":[0.9994979,0.00008557224,0.000202137,0.000029491102,0.00011983568,0.00006510371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007057851,0.00073188305,0.000543616,0.0010234461,0.00020251102,0.00059940614,0.0005621205,0.00049296056,0.0012963297],"category_scores_gemma":[0.00084194326,0.00026757794,0.00044323262,0.0006070741,0.00019280001,0.00037715185,0.00038258356,0.0002961643,0.00046725277],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052396563,0.00025034757,0.002964999,0.00024545673,0.000048193233,0.000056524266,0.00004634552,0.007496292,0.9744173,0.00010066206,0.000030729483,0.013818995],"study_design_scores_gemma":[0.00006289494,0.004556531,0.022694718,0.000014234639,0.00023939472,0.00015182007,0.00008165107,0.014537828,0.95560896,0.00007454833,0.0019446261,0.000032876007],"about_ca_topic_score_codex":0.0010276781,"about_ca_topic_score_gemma":0.0029345432,"teacher_disagreement_score":0.0012963297,"about_ca_system_score_codex":0.0005086239,"about_ca_system_score_gemma":0.0003037966,"threshold_uncertainty_score":0.0043367147},"labels":[],"label_agreement":null},{"id":"W1964053232","doi":"10.1061/(asce)0899-1561(2003)15:1(41)","title":"Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":631,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Corrosion; Materials science; Durability; Reinforcement; Composite material; Cathodic protection; Steel bar; Current (fluid); Cement; Metallurgy; Expansive; Concrete cover; Compressive strength; Electrochemistry; Engineering; Electrode","score_opus":0.00900691606417566,"score_gpt":0.2388202604013159,"score_spread":0.22981334433714024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964053232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9788397,0.0008547635,0.019535368,0.00003132661,0.000030234096,0.000031794756,0.00003672903,0.00008854995,0.0005516334],"genre_scores_gemma":[0.99223995,0.00041053878,0.007020557,0.000009763911,0.000005136111,0.000012550307,0.000027591814,0.000005431907,0.00026852067],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967206,0.000079164456,0.000025223842,0.000045214478,0.00015270514,0.000025699563],"domain_scores_gemma":[0.99965286,0.00010270819,0.000080313854,0.000053316842,0.000090302136,0.000020479474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034655957,0.00043824772,0.00026283154,0.00027350307,0.0000776083,0.00018202212,0.00042128263,0.00041539656,0.00027951563],"category_scores_gemma":[0.0007182772,0.00016062942,0.00026666519,0.00016295891,0.00019348344,0.0002964123,0.00018486597,0.00027030773,0.00008224439],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021208033,0.00010444681,0.0010873404,0.00013271041,0.00001286399,0.00011927904,0.0000423331,0.003248512,0.9894685,0.00007665468,0.000022663793,0.0054726815],"study_design_scores_gemma":[0.000018280438,0.0022386045,0.003173616,0.000010537261,0.000026977523,0.0001814163,0.000023413566,0.009835526,0.98397774,0.000035386554,0.00046809186,0.0000103835855],"about_ca_topic_score_codex":0.0004813023,"about_ca_topic_score_gemma":0.00054417923,"teacher_disagreement_score":0.0004813023,"about_ca_system_score_codex":0.00015438604,"about_ca_system_score_gemma":0.00010923867,"threshold_uncertainty_score":0.0018327832},"labels":[],"label_agreement":null},{"id":"W1964750532","doi":"10.1061/(asce)0899-1561(2008)20:10(678)","title":"Framework for Durability-Based Design for Concrete-Steel Bond against Corrosion","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; McGill University","funders":"Natural Resources Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Durability; Rebar; Corrosion; Concrete cover; Materials science; Steel bar; Structural engineering; Bond strength; Bond; Reinforced concrete; Composite material; Engineering; Adhesive; Layer (electronics)","score_opus":0.03319237439132909,"score_gpt":0.24707637753751702,"score_spread":0.21388400314618794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964750532","genre_codex":"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":[0.00064613443,0.00012658078,0.99562895,0.000043612472,0.00001552755,0.000095354655,0.00002991824,0.00015111627,0.003262711],"genre_scores_gemma":[0.08493586,0.00082703173,0.90452933,0.00009477422,0.000050283597,0.0016471978,0.0002509346,0.00022597502,0.0074385814],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99911803,0.00023335365,0.00005251011,0.00008574889,0.0004506943,0.000059705926],"domain_scores_gemma":[0.9995641,0.00012363984,0.00006144812,0.00003830359,0.00019047533,0.000021952856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017868945,0.0015285464,0.0010285372,0.0011581525,0.0005497836,0.0010034642,0.0025566842,0.0011868723,0.008085217],"category_scores_gemma":[0.0018902529,0.00070835615,0.0012287368,0.0004322036,0.0007755244,0.0007546983,0.0011501948,0.0010250683,0.002110972],"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":[0.000022239788,0.00004856727,0.00018689838,0.0003197584,0.00002847715,0.0001327828,0.0001253541,0.8168033,0.008473786,0.13049623,0.0013576701,0.042004976],"study_design_scores_gemma":[0.000027409744,0.00017536322,0.00019942068,0.00012527112,0.00003773321,0.00009687017,0.000046868292,0.9101579,0.0021907582,0.060732167,0.026186503,0.000023695107],"about_ca_topic_score_codex":0.0037385712,"about_ca_topic_score_gemma":0.004422437,"teacher_disagreement_score":0.008085217,"about_ca_system_score_codex":0.0012273957,"about_ca_system_score_gemma":0.0021459584,"threshold_uncertainty_score":0.027047753},"labels":[],"label_agreement":null},{"id":"W1964931304","doi":"10.1061/(asce)mt.1943-5533.0000320","title":"Axial Stress-Strain Response of HDPE from Whole Pipes and Coupons","year":2011,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","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":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Creep; High-density polyethylene; Materials science; Stress (linguistics); Barrel (horology); Polyethylene; Pipe; Composite material; Stress relaxation; Ultimate tensile strength; Modulus; Cylinder stress; Deformation (meteorology); Forensic engineering; Engineering","score_opus":0.00995561860489596,"score_gpt":0.19098903788835617,"score_spread":0.1810334192834602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964931304","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979457,0.00016472305,0.001129184,0.000013324491,0.000008980036,0.0000122555975,0.00016743726,0.000018465806,0.00053998944],"genre_scores_gemma":[0.9958068,0.00020375843,0.0015398208,0.000028645825,0.0000046671466,0.000018019273,0.00030697993,0.000014969905,0.0020763332],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997776,0.000022788814,0.000018081775,0.0000451009,0.00010323503,0.000033148295],"domain_scores_gemma":[0.9993424,0.00016461415,0.000105964275,0.000065166125,0.0002612277,0.000060608312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027439292,0.00038862863,0.00021860236,0.0002913123,0.00016216606,0.00018830952,0.00022245158,0.00042657388,0.0020284054],"category_scores_gemma":[0.000562422,0.00022174766,0.00015164573,0.00031392757,0.00032711992,0.00026438123,0.00019505178,0.00030271758,0.0002893379],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012877914,0.000013541286,0.0005907384,0.00003357566,0.000004712382,0.0000709449,0.000074459465,0.00034533918,0.9974827,0.000009917406,0.000018007131,0.0012272246],"study_design_scores_gemma":[0.0000046348746,0.00043571004,0.02676456,0.000009906203,0.000009220511,0.00009936836,0.00017329225,0.0014349384,0.970555,0.0000168031,0.00048527165,0.000011274476],"about_ca_topic_score_codex":0.0006570375,"about_ca_topic_score_gemma":0.0017517612,"teacher_disagreement_score":0.0020284054,"about_ca_system_score_codex":0.00014963251,"about_ca_system_score_gemma":0.000070227004,"threshold_uncertainty_score":0.006785691},"labels":[],"label_agreement":null},{"id":"W1965476680","doi":"10.1061/(asce)0899-1561(2003)15:2(101)","title":"Effect of Temperature on Thermal Properties of High-Strength Concrete","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":297,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Materials science; Thermal conductivity; Composite material; Aggregate (composite); Thermal; Thermal expansion; Mass concrete; Thermal transmittance; Thermal resistance; Thermodynamics","score_opus":0.003984294191790432,"score_gpt":0.18101399199270402,"score_spread":0.17702969780091357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965476680","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931443,0.0006570141,0.0033270319,0.000030608775,0.000023559001,0.000018340945,0.00015376309,0.000083363484,0.0025620498],"genre_scores_gemma":[0.99839336,0.00019951313,0.00076383376,0.000008188239,0.0000036264023,0.0000060469015,0.00008779737,0.000030389945,0.0005074201],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995763,0.00008768671,0.000026147165,0.00007304878,0.00018072403,0.000056114623],"domain_scores_gemma":[0.9986732,0.0006698341,0.0002127049,0.0001250034,0.00025929903,0.000059910522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044059346,0.0004107632,0.00031064602,0.00026609856,0.00019489972,0.00042873266,0.00018101602,0.0002768568,0.0015633702],"category_scores_gemma":[0.0016958913,0.00027640868,0.000426494,0.00022820642,0.00032759615,0.00040224395,0.00017275877,0.00032263852,0.00048989494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010755938,0.0001087765,0.009673621,0.00017702789,0.000051825646,0.00026962272,0.00012473488,0.026142962,0.954506,0.00024133307,0.00010818444,0.0075203786],"study_design_scores_gemma":[0.000017414783,0.0004738942,0.018541306,0.000012380036,0.00005229158,0.00016753183,0.000038339225,0.011153303,0.9688099,0.000096432515,0.0006163085,0.000020937876],"about_ca_topic_score_codex":0.00082493754,"about_ca_topic_score_gemma":0.00091058516,"teacher_disagreement_score":0.0015633702,"about_ca_system_score_codex":0.00029380867,"about_ca_system_score_gemma":0.00020113455,"threshold_uncertainty_score":0.0052300096},"labels":[],"label_agreement":null},{"id":"W1968984464","doi":"10.1061/(asce)mt.1943-5533.0001275","title":"Brittle Failures in Timber Beams Loaded Perpendicular to Grain by Connections","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Structural Timber Innovation Company; European Commission","keywords":"Structural engineering; Perpendicular; Brittleness; Beam (structure); Ultimate tensile strength; Connection (principal bundle); Ultimate load; Engineering; Mathematics; Materials science; Finite element method; Geometry; Composite material","score_opus":0.011635479351270088,"score_gpt":0.20443110609658147,"score_spread":0.19279562674531137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968984464","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12100697,0.49494436,0.3664671,0.0001973991,0.00036025562,0.00012325948,0.00065543305,0.0007578658,0.015487378],"genre_scores_gemma":[0.47301543,0.4718235,0.04148921,0.000136136,0.00023073018,0.0001725838,0.0010450594,0.00020161182,0.011885746],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999561,0.000056277815,0.000035222056,0.00007149482,0.00025246007,0.000023450197],"domain_scores_gemma":[0.99960035,0.00019118364,0.0000812904,0.000029589575,0.00009071722,0.000006942571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005268119,0.00095053704,0.00086702383,0.0020673806,0.00022872073,0.00061573973,0.0019086946,0.00077929656,0.0010067784],"category_scores_gemma":[0.0010334019,0.0005749144,0.0008591056,0.0013383745,0.00053173513,0.00083236216,0.00031846436,0.00039774188,0.0007812722],"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":[0.000088766305,0.000092299175,0.005054721,0.010101674,0.00028182688,0.00079643395,0.00039400402,0.41441894,0.04792599,0.032365367,0.004208927,0.4842711],"study_design_scores_gemma":[0.000019900806,0.0007016788,0.019511346,0.0030900114,0.00040353936,0.0026197215,0.00037795666,0.7310686,0.08516366,0.033762187,0.12300528,0.00027608633],"about_ca_topic_score_codex":0.0016131303,"about_ca_topic_score_gemma":0.0024165646,"teacher_disagreement_score":0.0020673806,"about_ca_system_score_codex":0.0004457652,"about_ca_system_score_gemma":0.0004235039,"threshold_uncertainty_score":0.00336802},"labels":[],"label_agreement":null},{"id":"W1973541395","doi":"10.1061/(asce)0899-1561(2005)17:6(664)","title":"Capacities of Dowel-Type Fastener Joints in Australian Pine","year":2005,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Fastener; Dowel; Stiffness; Structural engineering; Slash Pine; Engineering; Composite material; Materials science; Pinus <genus>; Botany","score_opus":0.015315687022908808,"score_gpt":0.20243253687346144,"score_spread":0.18711684985055263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973541395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99953115,0.0000416471,0.00018243451,7.158007e-7,4.2088823e-7,0.00000260279,0.000019368219,0.0000044749327,0.00021710696],"genre_scores_gemma":[0.9991673,0.000027418855,0.00025354436,0.0000013691904,2.2886859e-7,0.0000025015709,0.00003481151,0.0000029898513,0.00050982216],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996245,0.000048897746,0.000025508376,0.00007534501,0.00014954493,0.00007616426],"domain_scores_gemma":[0.99931884,0.00015661691,0.00014108734,0.000070098875,0.00022523472,0.00008810381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047632222,0.00029532317,0.0002719466,0.0005296983,0.0005861019,0.00027056428,0.00033011276,0.00027062724,0.001488719],"category_scores_gemma":[0.0008824479,0.00034737296,0.00016630403,0.00023223402,0.00059036876,0.0003996007,0.00026958168,0.00024203498,0.00022289211],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058052456,0.00009106332,0.019136466,0.0001663892,0.000018596014,0.00026555848,0.0007996968,0.0030151412,0.96682894,0.00022959696,0.000030703624,0.008837321],"study_design_scores_gemma":[0.000021264988,0.0029910412,0.31610626,0.000024453731,0.00007302228,0.00067480875,0.001236493,0.005250482,0.6720864,0.00020487947,0.0012717562,0.000059271824],"about_ca_topic_score_codex":0.005788289,"about_ca_topic_score_gemma":0.015102239,"teacher_disagreement_score":0.005788289,"about_ca_system_score_codex":0.00032860463,"about_ca_system_score_gemma":0.0002521216,"threshold_uncertainty_score":0.01150918},"labels":[],"label_agreement":null},{"id":"W1975772985","doi":"10.1061/(asce)mt.1943-5533.0000018","title":"Carbonation Curing of Slag-Cement Concrete for Binding CO2 and Improving Performance","year":2009,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":133,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Carbonation; Curing (chemistry); Portland cement; Materials science; Cement; Durability; Shrinkage; Carbonatation; Slag (welding); Composite material; Ettringite; Ground granulated blast-furnace slag; Metallurgy","score_opus":0.010045772808547472,"score_gpt":0.22408920717066078,"score_spread":0.21404343436211332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975772985","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99710745,0.00042419208,0.0018727678,0.000011241167,0.0000058392866,0.000022016293,0.00003523788,0.000046545374,0.0004746976],"genre_scores_gemma":[0.99699956,0.00019765962,0.0018916918,0.0000063696357,0.0000026812143,0.000007974949,0.00005325053,0.000017691948,0.00082299294],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997465,0.000026238404,0.00001531188,0.00002898726,0.00012661128,0.000056464018],"domain_scores_gemma":[0.99970776,0.000059826576,0.00007421619,0.000025245248,0.00006663446,0.000066239285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003127503,0.0005523955,0.0003896202,0.00038678892,0.00017772344,0.00023235429,0.00030657876,0.0003581311,0.0010476974],"category_scores_gemma":[0.00033568472,0.00018899828,0.00035571252,0.00024848463,0.00022356895,0.0002563447,0.00019853693,0.000342329,0.00021360487],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007177344,0.000027301503,0.00023370226,0.000034738925,0.0000029152443,0.000019398309,0.000009752808,0.00036777608,0.99796885,0.000016998756,0.0000054199936,0.0012413083],"study_design_scores_gemma":[0.000004570737,0.00030551074,0.0017007745,0.0000019123058,0.000007352203,0.000025908474,0.00000569643,0.00066703564,0.9970778,0.000004976614,0.00019485413,0.000003698059],"about_ca_topic_score_codex":0.0017323105,"about_ca_topic_score_gemma":0.0048294626,"teacher_disagreement_score":0.0017323105,"about_ca_system_score_codex":0.00034165996,"about_ca_system_score_gemma":0.00040325156,"threshold_uncertainty_score":0.003504932},"labels":[],"label_agreement":null},{"id":"W1975984138","doi":"10.1061/(asce)0899-1561(2003)15:4(381)","title":"Laboratory Evaluation of Fiber-Optic Sensors for Strain Monitoring","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Advanced Fiber Optic Sensors","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Optical fiber; Materials science; Fiber optic sensor; Strain gauge; Fiber Bragg grating; Fabry–Pérot interferometer; Ultimate tensile strength; Strain (injury); Fiber; Flexural strength; Composite material; Structural engineering; Optics; Optoelectronics; Engineering","score_opus":0.020172254315205473,"score_gpt":0.26280789334608473,"score_spread":0.24263563903087926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975984138","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":[0.93006474,0.0013019653,0.06531287,0.00019003794,0.00015076093,0.00041119364,0.00024140377,0.0005549452,0.0017720758],"genre_scores_gemma":[0.946813,0.0007553155,0.04988875,0.000095929456,0.00005362226,0.00032261107,0.0004740606,0.000036630623,0.0015601063],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99764,0.00062175246,0.00009474117,0.0003550184,0.0011279363,0.00016056921],"domain_scores_gemma":[0.9980014,0.0004800261,0.00036656423,0.00024687062,0.0007676101,0.00013760063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017676945,0.00094854494,0.0003803121,0.00036373848,0.00040548758,0.0005045189,0.0009978076,0.00079361186,0.00074601546],"category_scores_gemma":[0.0023722686,0.00019492909,0.00030654718,0.00024191572,0.00046982462,0.0007018901,0.00034931867,0.00043644485,0.00043671636],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002642078,0.0007069853,0.0022980892,0.00015318631,0.000030090934,0.00007817628,0.0000806778,0.00082739897,0.98262215,0.00020318133,0.00020369703,0.012532164],"study_design_scores_gemma":[0.000034859197,0.003587675,0.0013612915,0.000012032825,0.0000359278,0.00019561838,0.00004190778,0.002927752,0.9906164,0.000049067825,0.0011237994,0.000013691123],"about_ca_topic_score_codex":0.0004917589,"about_ca_topic_score_gemma":0.0005916204,"teacher_disagreement_score":0.0017676945,"about_ca_system_score_codex":0.000449974,"about_ca_system_score_gemma":0.00037588982,"threshold_uncertainty_score":0.009348571},"labels":[],"label_agreement":null},{"id":"W1977387754","doi":"10.1061/(asce)0899-1561(2002)14:5(399)","title":"Pullout Bond Properties of Fiber-Reinforced Polymer Tendons to Grout","year":2002,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Grout; Fibre-reinforced plastic; Materials science; Composite material; Bond strength; Stiffness; Mortar; Slip (aerodynamics); Tendon; Structural engineering; Bond; Cement; Adhesive; Engineering","score_opus":0.015045162189905462,"score_gpt":0.19702081901399143,"score_spread":0.18197565682408598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977387754","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981522,0.00021656978,0.0012727033,0.000004929973,0.000004767292,0.000008091745,0.000038806204,0.000011696202,0.00029020314],"genre_scores_gemma":[0.9971962,0.00020621455,0.0013815757,0.000011336685,0.0000027656783,0.000010629506,0.00011443795,0.000020607367,0.0010561653],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962556,0.000048109327,0.000025525098,0.00006565414,0.00018269272,0.00005242217],"domain_scores_gemma":[0.9985839,0.00039080775,0.0003712974,0.000118101365,0.00036734703,0.00016849115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042663064,0.0005402968,0.00024714615,0.0004907177,0.0002634967,0.00031847224,0.00035076364,0.00044739796,0.0014929092],"category_scores_gemma":[0.0019331494,0.00026003591,0.00024372291,0.00025228917,0.0004214702,0.00050685526,0.00046431614,0.00046283889,0.00039921043],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019625305,0.000048967435,0.0030073111,0.00006123978,0.000018238368,0.00016162744,0.00017701095,0.0010674988,0.99115163,0.000048653368,0.000014165406,0.004047526],"study_design_scores_gemma":[0.000014694372,0.0020114507,0.027234098,0.000023648177,0.000033835964,0.00034370064,0.00029075262,0.0029032372,0.9662938,0.000066977576,0.0007645226,0.00001929727],"about_ca_topic_score_codex":0.0004900869,"about_ca_topic_score_gemma":0.00080669025,"teacher_disagreement_score":0.0014929092,"about_ca_system_score_codex":0.00013234753,"about_ca_system_score_gemma":0.00012940174,"threshold_uncertainty_score":0.004994333},"labels":[],"label_agreement":null},{"id":"W1977626992","doi":"10.1061/(asce)mt.1943-5533.0001091","title":"Effect of Steel Fibers on the Performance of Ultrahigh-Strength Concrete Columns","year":2014,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Spall; Materials science; Ductility (Earth science); Composite material; Reinforcement; Brittleness; Concrete cover; Compressive strength; Transverse plane; Volume fraction; Structural engineering; Creep; Engineering","score_opus":0.004065736661723212,"score_gpt":0.19206276302307532,"score_spread":0.1879970263613521,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977626992","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99949706,0.000115550254,0.00022808452,0.0000033177273,0.0000018786894,0.000001957084,0.000013705015,0.000008872308,0.00012954412],"genre_scores_gemma":[0.9993231,0.0000807263,0.00033879536,0.0000061226106,0.0000014133938,0.0000015572231,0.000028741908,0.0000054278044,0.00021401777],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998085,0.000037334743,0.000014321831,0.00003509376,0.000061108774,0.000043634675],"domain_scores_gemma":[0.9994411,0.00014686711,0.00018752908,0.000030103707,0.00007982453,0.00011452288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016577223,0.00045487558,0.00018701743,0.00017783006,0.00015086071,0.00020882615,0.00016034051,0.00022553673,0.00090504065],"category_scores_gemma":[0.00043007388,0.00016466615,0.00016398643,0.00010137237,0.00017740057,0.00023529236,0.0001502185,0.00019412799,0.00016043427],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038957488,0.000057346784,0.0021559082,0.0000415209,0.000016688356,0.000048293045,0.000020680389,0.0012011803,0.99346584,0.0000074924915,0.000007867639,0.002587713],"study_design_scores_gemma":[0.000006577327,0.0017124906,0.017951572,0.0000069571065,0.00003394763,0.00008207225,0.000046697493,0.0011748485,0.9786784,0.000006158625,0.00029238226,0.000007952876],"about_ca_topic_score_codex":0.001188374,"about_ca_topic_score_gemma":0.0030140209,"teacher_disagreement_score":0.001188374,"about_ca_system_score_codex":0.000169014,"about_ca_system_score_gemma":0.00014346316,"threshold_uncertainty_score":0.0030276775},"labels":[],"label_agreement":null},{"id":"W1978376857","doi":"10.1061/(asce)0899-1561(2008)20:6(456)","title":"Discussion of “Microscopic Modeling of Colloidal Silica Stabilized Granular Contaminated Soils” by Jay N. Meegoda and Netnapid Tantemsapya","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Soil Geostatistics and Mapping","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Soil water; Colloid; Materials science; Geotechnical engineering; Contamination; Composite material; Chemical engineering; Mineralogy; Environmental chemistry; Environmental science; Geology; Engineering; Chemistry; Soil science; Ecology","score_opus":0.006783417027188864,"score_gpt":0.1984638741056801,"score_spread":0.1916804570784912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978376857","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":[0.21617024,0.0054593296,0.65040934,0.07994443,0.0055110725,0.00026717357,0.0011287165,0.0008486662,0.040261045],"genre_scores_gemma":[0.89056486,0.0037649595,0.05526184,0.008364215,0.0019178322,0.00027482098,0.00032042922,0.00023246362,0.039298628],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998173,0.000057956044,0.00000718363,0.000023913073,0.000076324824,0.000017448005],"domain_scores_gemma":[0.99975723,0.00011551642,0.000023296077,0.000025921945,0.000050270653,0.000027740494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053102354,0.00034268672,0.00044582173,0.0002939042,0.0006113683,0.000754836,0.0014844934,0.0014236871,0.0026771177],"category_scores_gemma":[0.0015701924,0.00021967087,0.00079184194,0.00031833473,0.00072274794,0.0013328798,0.00092250796,0.000897365,0.00029044622],"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":[0.000106791085,0.00011656093,0.0022370256,0.0002487105,0.00009510931,0.0010468651,0.00021686421,0.69082016,0.01903563,0.23830447,0.033805612,0.013966172],"study_design_scores_gemma":[0.000029236471,0.000078292585,0.0010789606,0.000036458354,0.00002535428,0.00020963694,0.00011053984,0.8714643,0.0072391927,0.08767147,0.032016646,0.000040020484],"about_ca_topic_score_codex":0.0077108615,"about_ca_topic_score_gemma":0.0042684004,"teacher_disagreement_score":0.0077108615,"about_ca_system_score_codex":0.0005520433,"about_ca_system_score_gemma":0.0005104671,"threshold_uncertainty_score":0.015331984},"labels":[],"label_agreement":null},{"id":"W1982021009","doi":"10.1061/(asce)0899-1561(2007)19:12(1090)","title":"Effect of Temperature on Oscillatory Shear Behavior of Portland Cement Paste Incorporating Chemical Admixtures","year":2007,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Portland cement; Rheology; Cement; Composite material; Rheometer; Viscoelasticity; Mixing (physics); Shear (geology); Water–cement ratio","score_opus":0.004571953538496351,"score_gpt":0.22223951337854916,"score_spread":0.21766755984005282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982021009","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989095,0.0003433487,0.00037667714,0.000012576589,0.000010286183,0.0000070548535,0.00004147226,0.000012589106,0.00028651307],"genre_scores_gemma":[0.99880636,0.00027446786,0.0005635709,0.000012082461,0.0000043410205,0.000006977051,0.000048352475,0.000007938371,0.00027597314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976414,0.000060121423,0.00003102114,0.000038545728,0.000074439406,0.00003167953],"domain_scores_gemma":[0.99937063,0.00026459186,0.00018023973,0.00003750807,0.000097822376,0.00004922849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003132898,0.00039986786,0.00024918737,0.00023694163,0.000114564085,0.00027369062,0.000132763,0.00020542329,0.00093677535],"category_scores_gemma":[0.00096269813,0.00018235254,0.0002226886,0.00020634652,0.0002360811,0.00027198676,0.00011179734,0.00041182022,0.00015912237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027477831,0.00002722519,0.0006057626,0.000037648773,0.000008593576,0.0000511646,0.000059931674,0.00026620136,0.99746644,0.000014964911,0.000010665617,0.0011766427],"study_design_scores_gemma":[0.0000074965396,0.0005827542,0.005705708,0.0000057642537,0.0000231543,0.000041426385,0.000030344834,0.0009965604,0.99238294,0.000005687804,0.0002109656,0.0000071959576],"about_ca_topic_score_codex":0.00064775714,"about_ca_topic_score_gemma":0.00092282356,"teacher_disagreement_score":0.00093677535,"about_ca_system_score_codex":0.00014785567,"about_ca_system_score_gemma":0.00011832491,"threshold_uncertainty_score":0.0031338334},"labels":[],"label_agreement":null},{"id":"W1982308785","doi":"10.1061/(asce)0899-1561(2009)21:9(467)","title":"Quantitative Interpretation of Half-Cell Potential Measurements in Concrete Structures","year":2009,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Concrete cover; Half-cell; Work (physics); Materials science; Interpretation (philosophy); Reinforced concrete; Structural engineering; Computer science; Forensic engineering; Composite material; Engineering; Mechanical engineering; Chemistry; Electrochemistry","score_opus":0.01413774765435815,"score_gpt":0.23597590959600115,"score_spread":0.221838161941643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982308785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7315496,0.00047175933,0.260605,0.00008500718,0.000036709516,0.000045219065,0.0007085736,0.0011728413,0.0053252177],"genre_scores_gemma":[0.9804088,0.00013757464,0.018781539,0.0000123597865,0.0000063210323,0.000017267304,0.00015987652,0.000043030097,0.00043329125],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996854,0.000060901133,0.000013887457,0.000054118726,0.0001594427,0.000026160198],"domain_scores_gemma":[0.9986914,0.00044463231,0.00018003325,0.00022995748,0.00039816316,0.00005589662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046809844,0.0003854908,0.0002790486,0.0013119839,0.00015858027,0.00077013904,0.00054751686,0.0005550031,0.0016742925],"category_scores_gemma":[0.0020590923,0.00026697302,0.00013423672,0.00071454747,0.00046620079,0.0011382408,0.000714463,0.00030795176,0.00051413383],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032771568,0.00006271676,0.013614161,0.00039109797,0.000031244006,0.0005213297,0.0006074525,0.05069442,0.78088695,0.0049109114,0.0006288275,0.1473231],"study_design_scores_gemma":[0.000030522493,0.0004334926,0.09045623,0.000092745184,0.00004412134,0.0014070251,0.0009632342,0.48102596,0.40773475,0.013443471,0.00423874,0.00012969974],"about_ca_topic_score_codex":0.0003530244,"about_ca_topic_score_gemma":0.00040757467,"teacher_disagreement_score":0.0016742925,"about_ca_system_score_codex":0.0002216219,"about_ca_system_score_gemma":0.00017670974,"threshold_uncertainty_score":0.0056010485},"labels":[],"label_agreement":null},{"id":"W1982544607","doi":"10.1061/(asce)0899-1561(2008)20:1(29)","title":"Corrosion-Inhibiting Systems for Durable Concrete Bridges. II: Accelerated Laboratory Investigation","year":2007,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Corrosion; Materials science; Calcium hydroxide; Chloride; Electrochemistry; Cement; Composite material; Metallurgy; Chemical engineering; Chemistry; Electrode; Engineering","score_opus":0.018006277389150675,"score_gpt":0.2268487228872528,"score_spread":0.20884244549810213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982544607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9822452,0.006815626,0.008757927,0.000119484896,0.00005783822,0.00034927396,0.00021139844,0.00010612056,0.001337085],"genre_scores_gemma":[0.970102,0.0067717405,0.019159088,0.00007354801,0.000065197535,0.0002006231,0.00069896044,0.000038235292,0.002890585],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935013,0.00022911698,0.0000481286,0.00007640785,0.00023101596,0.0000652669],"domain_scores_gemma":[0.999126,0.00018938517,0.000242609,0.000086104155,0.00027796856,0.00007786811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090765697,0.0009426842,0.000598612,0.000510708,0.00031941457,0.00041009803,0.00069593516,0.0005659741,0.0010846432],"category_scores_gemma":[0.0012844905,0.000338085,0.0005549465,0.00027931263,0.00029883953,0.00045057834,0.0003094728,0.00070023554,0.00032623357],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028962924,0.00032989058,0.0003795068,0.00031231597,0.000026304217,0.000046197492,0.000062233914,0.0003242506,0.98955965,0.000060655882,0.00008855545,0.008520824],"study_design_scores_gemma":[0.000049497117,0.0058740033,0.00150541,0.00001682281,0.00006163965,0.00018108817,0.000035400924,0.00040342548,0.990198,0.000014224791,0.0016496577,0.0000107971255],"about_ca_topic_score_codex":0.0016232954,"about_ca_topic_score_gemma":0.0022643632,"teacher_disagreement_score":0.0016232954,"about_ca_system_score_codex":0.00040219567,"about_ca_system_score_gemma":0.00036931966,"threshold_uncertainty_score":0.0048002005},"labels":[],"label_agreement":null},{"id":"W1983292861","doi":"10.1061/(asce)mt.1943-5533.0000878","title":"Effects of Various Environmental Exposures and Sustained Load Levels on the Service Life of Postinstalled Adhesive Anchors","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","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 Waterloo","funders":"Ministère des Transports; University of Waterloo","keywords":"Creep; Adhesive; Materials science; Composite material; Moisture; Ultimate tensile strength; Epoxy; Displacement (psychology); Service life; Structural engineering; Engineering","score_opus":0.005042436129313564,"score_gpt":0.17421875222915267,"score_spread":0.1691763160998391,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983292861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984073,0.00042217504,0.00072752236,0.00001143592,0.00001590803,0.000014665441,0.000081965074,0.000017875904,0.00030116612],"genre_scores_gemma":[0.9974753,0.0003454559,0.00096667686,0.000030444113,0.0000137618945,0.00003228811,0.00019462549,0.000023731547,0.0009177882],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999506,0.00006923678,0.00004498797,0.00010440403,0.00018185392,0.00009352418],"domain_scores_gemma":[0.9992275,0.00018180846,0.00018690915,0.000094475196,0.00019838587,0.00011097058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036321543,0.0005294401,0.0003470135,0.0002912795,0.0003213618,0.00028450656,0.00024755223,0.00042130114,0.0025679376],"category_scores_gemma":[0.00077765976,0.00023039378,0.00030921708,0.00028704642,0.0003045648,0.0004449539,0.00044015353,0.00045322158,0.00033233358],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005246269,0.00012018121,0.004511111,0.00009734242,0.000019955462,0.00026830242,0.00025175826,0.0002784303,0.9888932,0.000019936211,0.00003351428,0.004981732],"study_design_scores_gemma":[0.000011255884,0.0062831827,0.066480905,0.000021660106,0.000085141066,0.00039719057,0.0006167922,0.00065727165,0.9238893,0.000042468164,0.0014883011,0.000026587206],"about_ca_topic_score_codex":0.00047144055,"about_ca_topic_score_gemma":0.00157305,"teacher_disagreement_score":0.0025679376,"about_ca_system_score_codex":0.00016427739,"about_ca_system_score_gemma":0.00016485341,"threshold_uncertainty_score":0.008590639},"labels":[],"label_agreement":null},{"id":"W1984485941","doi":"10.1061/(asce)0899-1561(2008)20:10(650)","title":"Evaluation of Corrosion Resistance of Steel Dowels Used for Concrete Pavements","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"California Department of Transportation","keywords":"Materials science; Corrosion; Carbon steel; Epoxy; Steel bar; Dowel; Composite material; Scanning electron microscope; Grout; Metallurgy; Spall","score_opus":0.03460123353945491,"score_gpt":0.25975711424781034,"score_spread":0.22515588070835543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984485941","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873275,0.00040007598,0.0005530323,0.0000054558723,0.0000062855424,0.000008925671,0.000053995263,0.000008652526,0.00023077616],"genre_scores_gemma":[0.99602133,0.0004637991,0.0020653366,0.000006187406,0.0000034135055,0.000010110604,0.00022734817,0.000008299562,0.0011942666],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965143,0.000049950988,0.000029054465,0.000066210676,0.0001500491,0.00005333914],"domain_scores_gemma":[0.99963856,0.0000513456,0.00008298017,0.000029141225,0.00015836976,0.000039667608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022475942,0.00048549467,0.00031507446,0.00032258345,0.0001693791,0.00022239199,0.00020800762,0.00031986923,0.00066138344],"category_scores_gemma":[0.0005697284,0.00024241027,0.00024176169,0.00020968627,0.00014044115,0.00018823125,0.00019691972,0.00022589313,0.00023273875],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010374177,0.000011968976,0.0017271343,0.000045042594,0.000011275931,0.00004479303,0.000036181318,0.00012550529,0.99638003,0.000007843407,0.000008341178,0.0014981574],"study_design_scores_gemma":[0.0000040753175,0.0009111284,0.025869604,0.0000074398,0.000031909338,0.00026420652,0.00010230969,0.00060435385,0.9715595,0.000007759184,0.0006288156,0.000008891156],"about_ca_topic_score_codex":0.0011921552,"about_ca_topic_score_gemma":0.0018546309,"teacher_disagreement_score":0.0011921552,"about_ca_system_score_codex":0.00015777048,"about_ca_system_score_gemma":0.00009691095,"threshold_uncertainty_score":0.0023704171},"labels":[],"label_agreement":null},{"id":"W2001141661","doi":"10.1061/(asce)mt.1943-5533.0000704","title":"Dynamic Fracture Toughness of Sandstone Masonry Beams Bound with Fiber-Reinforced Mortars","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"University of British Columbia","keywords":"Mortar; Masonry; Materials science; Composite material; Bending; Lime mortar; Slippage; Geotechnical engineering; Structural engineering; Geology; Engineering","score_opus":0.006330265329897647,"score_gpt":0.19520573664455027,"score_spread":0.18887547131465263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001141661","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995461,0.000059151596,0.00020761679,0.0000015972529,0.0000011896044,0.0000017204371,0.000024241986,0.000003888837,0.00015448188],"genre_scores_gemma":[0.9992211,0.000037249312,0.00015144641,0.0000034197524,5.616823e-7,0.0000025038014,0.00005079224,0.0000026865707,0.00053021277],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981123,0.000011083212,0.000008775046,0.00003315953,0.00008721704,0.000048450544],"domain_scores_gemma":[0.9997042,0.000081428654,0.00006687026,0.000022939199,0.000076934404,0.000047520753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026434896,0.00024165178,0.00020625563,0.0005078401,0.0002576679,0.00016842953,0.0003036987,0.00030486635,0.0020645484],"category_scores_gemma":[0.0005032151,0.00027113652,0.00022035262,0.00017527732,0.00037568258,0.0001657882,0.00026967295,0.0002683669,0.00027306378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026601562,0.0000402591,0.015928121,0.000043512533,0.00002770857,0.00016694957,0.00036327908,0.0022352585,0.97625387,0.00008739039,0.000036198944,0.004551405],"study_design_scores_gemma":[0.000010087748,0.0014049356,0.3127526,0.00002652273,0.000058184665,0.000378147,0.00085642555,0.010592078,0.6726985,0.00007123287,0.00111932,0.0000319111],"about_ca_topic_score_codex":0.0049265553,"about_ca_topic_score_gemma":0.011613722,"teacher_disagreement_score":0.0049265553,"about_ca_system_score_codex":0.00027164858,"about_ca_system_score_gemma":0.00012618053,"threshold_uncertainty_score":0.009795785},"labels":[],"label_agreement":null},{"id":"W2002189664","doi":"10.1061/(asce)mt.1943-5533.0000160","title":"Effect of Wrinkles on the Circumferential Strength of a Cast-in-Place Composite Polymer Liner Used in Retrofitting Pressure Pipes","year":2010,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wrinkle; Materials science; Retrofitting; Composite material; Composite number; Cracking; Polymer; Ultimate tensile strength; Compression (physics); Internal pressure; Structural engineering; Engineering","score_opus":0.0037007702906698007,"score_gpt":0.20210357155100925,"score_spread":0.19840280126033943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002189664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990073,0.00016046435,0.00060544035,0.0000053080016,0.0000039441807,0.000006325557,0.000018663917,0.000025860267,0.00016675456],"genre_scores_gemma":[0.9986645,0.000073194744,0.00086603797,0.000006785058,0.000002480159,0.0000032620358,0.000026685337,0.000017778388,0.00033917074],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992162,0.00015474905,0.00005902046,0.000123581,0.0003383063,0.00010816844],"domain_scores_gemma":[0.9972556,0.00091435877,0.0008693858,0.00029201846,0.00043112156,0.00023758938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059161615,0.0006425548,0.0003624731,0.00041569784,0.00021294542,0.00028123683,0.00037786659,0.00048747848,0.0014450683],"category_scores_gemma":[0.0020533977,0.00041400816,0.00031234472,0.00020871426,0.00036596734,0.00044457507,0.00028220567,0.00048314227,0.0003704581],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038223842,0.00007110976,0.002039796,0.0001003345,0.000024964636,0.00015498906,0.000092031994,0.0012018625,0.9899447,0.000009312389,0.000021176626,0.005957489],"study_design_scores_gemma":[0.0000084968,0.0023526032,0.018653797,0.000009719135,0.000034873807,0.0001461149,0.00008465648,0.001667101,0.9767535,0.000005070962,0.0002690757,0.000015045023],"about_ca_topic_score_codex":0.0005446469,"about_ca_topic_score_gemma":0.0017749438,"teacher_disagreement_score":0.0014450683,"about_ca_system_score_codex":0.00016714787,"about_ca_system_score_gemma":0.00011881288,"threshold_uncertainty_score":0.004834175},"labels":[],"label_agreement":null},{"id":"W2002395170","doi":"10.1061/(asce)mt.1943-5533.0000537","title":"Portable Pressure Device to Evaluate Lateral Formwork Pressure Exerted by Fresh Concrete","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Formwork; Self-consolidating concrete; Pressure sensor; Repeatability; Cementitious; Materials science; Aggregate (composite); Water–cement ratio; Pressure head; Geotechnical engineering; Hydrostatic test; Cushion; Internal pressure; Structural engineering; Composite material; Cement; Engineering; Compressive strength; Mechanical engineering; Chemistry","score_opus":0.009709151787331232,"score_gpt":0.22960517510813866,"score_spread":0.21989602332080743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002395170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77944106,0.00071470457,0.21232185,0.00007491065,0.00016124352,0.00059053197,0.0011010306,0.001507381,0.004087289],"genre_scores_gemma":[0.9257479,0.00044739794,0.06939782,0.000059750477,0.000045463566,0.0004231304,0.00041499973,0.00006196498,0.003401588],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99897146,0.00011739167,0.000054095595,0.00014817722,0.0006603858,0.00004854674],"domain_scores_gemma":[0.9987901,0.0004318712,0.00022411518,0.00014266184,0.00033545127,0.00007594111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005655627,0.00068761164,0.0002996649,0.0007922382,0.00025086678,0.00029605333,0.00070977723,0.00057566696,0.002759304],"category_scores_gemma":[0.0014267042,0.000302236,0.00024363,0.00051434466,0.00025490747,0.0005561461,0.00061463565,0.00044507202,0.00049750553],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022345307,0.00017195582,0.01271872,0.00029488408,0.00002049415,0.00017159541,0.00020783611,0.0010723487,0.933112,0.0002091141,0.00055470975,0.051242843],"study_design_scores_gemma":[0.00005807059,0.0035578436,0.09560735,0.00004156804,0.00008267186,0.00088456133,0.00034932987,0.020916775,0.87353224,0.00019808114,0.0046760975,0.000095301126],"about_ca_topic_score_codex":0.00052096375,"about_ca_topic_score_gemma":0.000771666,"teacher_disagreement_score":0.002759304,"about_ca_system_score_codex":0.00014121772,"about_ca_system_score_gemma":0.0003178159,"threshold_uncertainty_score":0.0092307925},"labels":[],"label_agreement":null},{"id":"W2003092221","doi":"10.1061/(asce)mt.1943-5533.0001318","title":"Evaluating Impact Resonance Testing As a Tool for Predicting Hydraulic Conductivity and Strength Changes in Cement-Stabilized Soils","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Iran Telecommunication Research Center","keywords":"Hydraulic conductivity; Cement; Materials science; Soil water; Curing (chemistry); Electrical resistivity and conductivity; Composite material; Conductivity; Analytical Chemistry (journal); Environmental science; Soil science; Chemistry; Environmental chemistry; Electrical engineering","score_opus":0.0480969527205108,"score_gpt":0.3015792728287003,"score_spread":0.2534823201081895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003092221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9421204,0.0003091778,0.05635082,0.000020684878,0.000008208948,0.000044484106,0.00016139225,0.00033981452,0.00064501027],"genre_scores_gemma":[0.98692864,0.00017423571,0.012515759,0.0000085841275,0.0000021814883,0.000019983661,0.00008790439,0.000018765646,0.00024404823],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968886,0.000049082784,0.0000145622125,0.000036354824,0.00018735889,0.000023869787],"domain_scores_gemma":[0.9993094,0.00037342758,0.0001513463,0.000044033073,0.000096643234,0.000025238749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050307036,0.0004724069,0.0002252477,0.00080110435,0.00014098051,0.00022396512,0.000316653,0.00036167004,0.0007426264],"category_scores_gemma":[0.0011347034,0.00020630934,0.00022069285,0.00028305475,0.00029129896,0.0004109637,0.00024707027,0.00022192979,0.00020669446],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013943357,0.000034214143,0.011090682,0.00008498137,0.000009688139,0.000099307064,0.00008189954,0.006575199,0.963817,0.00006580676,0.00003433764,0.017967453],"study_design_scores_gemma":[0.000009871251,0.0008600417,0.03656311,0.000013832188,0.00003895817,0.00023023481,0.00019737758,0.049531423,0.91169274,0.00015347569,0.0006758297,0.000033089993],"about_ca_topic_score_codex":0.00087871077,"about_ca_topic_score_gemma":0.0021194327,"teacher_disagreement_score":0.00087871077,"about_ca_system_score_codex":0.0001665573,"about_ca_system_score_gemma":0.00018883041,"threshold_uncertainty_score":0.002660513},"labels":[],"label_agreement":null},{"id":"W2003497228","doi":"10.1061/(asce)mt.1943-5533.0000652","title":"Geotechnical and Geoenvironmental Properties of Recycled Construction and Demolition Materials in Pavement Subbase Applications","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":492,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Council of Professional Engineers","funders":"","keywords":"California bearing ratio; Subbase; Geotechnical engineering; Compaction; Cohesion (chemistry); Sieve analysis; Water content; Aggregate (composite); Proctor compaction test; Triaxial shear test; Brick; Absorption of water; Hydraulic conductivity; Atterberg limits; Environmental science; Materials science; Engineering; Soil water; Composite material; Shear (geology)","score_opus":0.0073696474246182945,"score_gpt":0.179148055427303,"score_spread":0.1717784080026847,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003497228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983729,0.00043795776,0.00064526644,0.0000063483885,0.000002116114,0.00002257703,0.000079268066,0.0000080984455,0.0004253107],"genre_scores_gemma":[0.99626786,0.0007181789,0.0020513101,0.000015350759,0.000002809321,0.000021222608,0.00019273281,0.000006243185,0.0007242591],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99925274,0.00019147345,0.00006007056,0.00008857472,0.00034195706,0.00006513084],"domain_scores_gemma":[0.9996836,0.000063454965,0.0000906504,0.000020322024,0.00011896093,0.00002297516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007281756,0.00045897023,0.00038411008,0.00095100945,0.00032274684,0.0007004054,0.00029094671,0.00040922497,0.0004200229],"category_scores_gemma":[0.0005490724,0.00017296858,0.00037509174,0.0008303931,0.00023641672,0.00035156662,0.0003178004,0.00022332757,0.00017787823],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027826877,0.0002551038,0.024887895,0.00031259758,0.000042702435,0.00024140262,0.00012911152,0.003008311,0.94920933,0.00006595742,0.00004785466,0.021521507],"study_design_scores_gemma":[0.000010172394,0.004789514,0.0983936,0.00004812512,0.0001226347,0.00055162335,0.00056183594,0.0024024625,0.89095795,0.000059690476,0.0020709317,0.000031410756],"about_ca_topic_score_codex":0.0020524627,"about_ca_topic_score_gemma":0.005889519,"teacher_disagreement_score":0.0020524627,"about_ca_system_score_codex":0.00043150995,"about_ca_system_score_gemma":0.00043725834,"threshold_uncertainty_score":0.0040810704},"labels":[],"label_agreement":null},{"id":"W2004391928","doi":"10.1061/(asce)mt.1943-5533.0001246","title":"Quantifying Morphology of Sands Using 3D Imaging","year":2014,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":155,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Argonne National Laboratory; Office of Science; National Science Foundation","keywords":"Sphericity; Roundness (object); Materials science; Particle (ecology); Granulometry; Morphology (biology); Particle size; Texture (cosmology); Composite material; Aggregate (composite); Mineralogy; Geology; Computer science; Artificial intelligence","score_opus":0.015305044949825194,"score_gpt":0.22747068964234754,"score_spread":0.21216564469252236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004391928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7518258,0.0004962622,0.23854046,0.00012991956,0.000029393832,0.00012725065,0.0018956241,0.001975802,0.004979421],"genre_scores_gemma":[0.8504365,0.0005253168,0.1471709,0.00006044136,0.000015704029,0.000056296558,0.00079391984,0.00007773914,0.0008631004],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99976534,0.000019190382,0.0000141774,0.000040355735,0.0001339695,0.000026960946],"domain_scores_gemma":[0.9996903,0.00007609768,0.000065993234,0.00005065535,0.00009460562,0.00002236186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020264505,0.0003240229,0.0002426644,0.0026172828,0.00023119147,0.00096907536,0.00023966927,0.00040152084,0.00084664644],"category_scores_gemma":[0.000514226,0.00031968203,0.00030125902,0.0011258064,0.00027010267,0.00048712734,0.00040081696,0.00027245758,0.0002481752],"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":[0.000087148386,0.00003180988,0.016339818,0.00012574982,0.00003949154,0.00031990756,0.00021475427,0.01016672,0.92202395,0.0008632728,0.0004557809,0.049331628],"study_design_scores_gemma":[0.000019772673,0.00014262428,0.14190787,0.000032267275,0.000084332794,0.0015347659,0.0006165757,0.22546835,0.62318826,0.001359973,0.005492394,0.00015287496],"about_ca_topic_score_codex":0.0030444942,"about_ca_topic_score_gemma":0.0068253186,"teacher_disagreement_score":0.0030444942,"about_ca_system_score_codex":0.00037910434,"about_ca_system_score_gemma":0.00033940256,"threshold_uncertainty_score":0.0060535073},"labels":[],"label_agreement":null},{"id":"W2007619266","doi":"10.1061/(asce)mt.1943-5533.0000508","title":"Paraffin Wax as a Sealant in Sorptivity Testing","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Sorptivity; Materials science; Air entrainment; Composite material; Durability; Wax; Thermoplastic; Forensic engineering; Engineering","score_opus":0.017763726010066552,"score_gpt":0.22281353377669763,"score_spread":0.20504980776663106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007619266","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8752319,0.00411544,0.114318535,0.00011176762,0.0001475469,0.00061385724,0.00029999725,0.0002425507,0.004918322],"genre_scores_gemma":[0.82388765,0.0049292985,0.16341129,0.00005687543,0.000030986575,0.0004871141,0.00044901553,0.00013331615,0.0066144746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997561,0.00070061476,0.0003400753,0.00032866633,0.00092872465,0.00014086509],"domain_scores_gemma":[0.99782157,0.0006247575,0.00048358802,0.0004578873,0.0004997169,0.00011254234],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025944356,0.0006691534,0.00044812995,0.0007049496,0.0005417185,0.0005241001,0.0008803235,0.0005431745,0.0012941357],"category_scores_gemma":[0.0020333824,0.0006717498,0.00039689554,0.000673094,0.00063605665,0.0007620945,0.0009272834,0.0008100762,0.0006770665],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014995027,0.000045852958,0.0011666773,0.00015728433,0.000012531616,0.00011246737,0.00019970111,0.00032041266,0.99270684,0.00022067805,0.000040587805,0.004867012],"study_design_scores_gemma":[0.000005241594,0.00069898827,0.0021904535,0.000023218865,0.000019179228,0.00024590205,0.00011583554,0.00058274856,0.99337703,0.000083842875,0.002642892,0.0000147084775],"about_ca_topic_score_codex":0.0003621289,"about_ca_topic_score_gemma":0.001161837,"teacher_disagreement_score":0.0025944356,"about_ca_system_score_codex":0.00021318553,"about_ca_system_score_gemma":0.00038216368,"threshold_uncertainty_score":0.01372087},"labels":[],"label_agreement":null},{"id":"W2011540218","doi":"10.1061/(asce)0899-1561(2000)12:1(81)","title":"Fiber Reinforced Wet-Mix Shotcrete under Impact","year":2000,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Shotcrete; Materials science; Composite material; Geotechnical engineering; Fiber; Structural engineering; Geology; Engineering","score_opus":0.007116960140838242,"score_gpt":0.2209900765746564,"score_spread":0.21387311643381818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011540218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908173,0.000067386,0.0003361496,0.0000034034772,0.0000036624745,0.0000051207217,0.000035585457,0.000015296577,0.00045156933],"genre_scores_gemma":[0.9970235,0.00008703054,0.0004217598,0.000010515345,0.0000018760339,0.000006023317,0.00010182462,0.000008327976,0.0023391803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977714,0.000013480741,0.000008004812,0.00002975181,0.00012039949,0.00005129364],"domain_scores_gemma":[0.99972266,0.000032512744,0.000063664025,0.000021756905,0.00009800935,0.0000614189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021921161,0.00033677346,0.00024501042,0.00054265134,0.0001865197,0.00025877505,0.00023682666,0.0003272531,0.0022587788],"category_scores_gemma":[0.00037110512,0.00018853103,0.00017937431,0.0003374453,0.00026203739,0.00027410922,0.000295415,0.0001821322,0.00026880507],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013680349,0.000026353659,0.0009943487,0.000045919493,0.000011494059,0.00013411167,0.000068845686,0.0006873964,0.9953702,0.00003723095,0.000030155175,0.0024571249],"study_design_scores_gemma":[0.000013584989,0.0015809984,0.025964424,0.000020452653,0.000047588866,0.0003233578,0.00021010333,0.0020221565,0.96856403,0.000040761162,0.0011987865,0.000013687594],"about_ca_topic_score_codex":0.0016255851,"about_ca_topic_score_gemma":0.004285784,"teacher_disagreement_score":0.0022587788,"about_ca_system_score_codex":0.0001568,"about_ca_system_score_gemma":0.00018075574,"threshold_uncertainty_score":0.007556379},"labels":[],"label_agreement":null},{"id":"W2012010756","doi":"10.1061/(asce)0899-1561(2009)21:11(688)","title":"Characterizing the Low-Temperature Performance of Hot-Pour Bituminous Sealants Using Glass Transition Temperature and Dynamic Stiffness Modulus","year":2009,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Sealant; Materials science; Composite material; Stiffness; Glass transition; Ultimate tensile strength; Service life; Dynamic modulus; Asphalt; Tensile testing; Young's modulus; Dynamic mechanical analysis; Polymer","score_opus":0.004214268473820736,"score_gpt":0.19331304712648698,"score_spread":0.18909877865266625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012010756","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984748,0.00025596953,0.0010660755,0.0000073946403,0.0000053856647,0.000005510018,0.00005336682,0.000014996677,0.00011658041],"genre_scores_gemma":[0.99848783,0.000091627764,0.00097577635,0.000004112582,0.0000018939925,0.000005680875,0.0000831632,0.000011117575,0.00033887522],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996691,0.000038822873,0.000036897134,0.00006748402,0.00014867661,0.000038994604],"domain_scores_gemma":[0.9992582,0.00018554716,0.00023014045,0.00007486124,0.00019164843,0.000059525308],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047297523,0.00031815452,0.00034131994,0.00044506925,0.00028163719,0.00027963638,0.00028627377,0.0003009464,0.0009887273],"category_scores_gemma":[0.00080650084,0.0002402135,0.00033700067,0.0002651294,0.0003789105,0.000488442,0.0002547498,0.00024374311,0.00024241098],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012551024,0.000015019309,0.0021902309,0.000041359803,0.0000062042864,0.000024371027,0.00008178626,0.00031580936,0.9956727,0.000023646679,0.00001813614,0.0014853065],"study_design_scores_gemma":[0.000004441448,0.0005842927,0.016390054,0.0000049646787,0.0000193644,0.00007777226,0.00007562774,0.0019564582,0.9806111,0.000011094966,0.0002536474,0.000011139039],"about_ca_topic_score_codex":0.0010819121,"about_ca_topic_score_gemma":0.001995551,"teacher_disagreement_score":0.0010819121,"about_ca_system_score_codex":0.00023331953,"about_ca_system_score_gemma":0.00013720724,"threshold_uncertainty_score":0.003307581},"labels":[],"label_agreement":null},{"id":"W2012098218","doi":"10.1061/(asce)mt.1943-5533.0000977","title":"Thermal Conductivity of Bentonite Grout Containing Graphite or Chopped Carbon Fibers","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Graphite; Bentonite; Composite material; Thermal conductivity; Grout; Composite number; Volume fraction; Mass fraction; Carbon fibers; Chemical engineering","score_opus":0.009192572991793201,"score_gpt":0.19506594350030987,"score_spread":0.18587337050851666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012098218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99883753,0.00036012882,0.00039582356,0.000008185206,0.000005415289,0.000007099707,0.0000581145,0.000013655214,0.0003140936],"genre_scores_gemma":[0.9967378,0.00031352212,0.0018282536,0.000014081873,0.00000292808,0.000007923683,0.00014706065,0.000013521717,0.00093482126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998118,0.000035737474,0.000013836291,0.000048868213,0.000050266543,0.000039423852],"domain_scores_gemma":[0.99967,0.00012051951,0.00006925051,0.000017796407,0.00006408133,0.00005827976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026795708,0.00038038823,0.00021796465,0.0003457489,0.00011384338,0.00031361138,0.00017279977,0.00033353627,0.00076494814],"category_scores_gemma":[0.0004485757,0.00016711377,0.00023167075,0.00033657925,0.00023600055,0.00028114437,0.00016175404,0.00028813328,0.0001157136],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009580039,0.000007467608,0.00015646825,0.000041091513,0.000003705113,0.000026747735,0.000014176261,0.0001159355,0.99905604,0.000010758792,0.0000036718227,0.00046817595],"study_design_scores_gemma":[0.0000036263855,0.00023407389,0.0031856294,0.00000808459,0.000010293035,0.000039882878,0.000027564747,0.0005724797,0.9957111,0.0000071713266,0.00019523353,0.000004826489],"about_ca_topic_score_codex":0.00077692943,"about_ca_topic_score_gemma":0.0025336866,"teacher_disagreement_score":0.00077692943,"about_ca_system_score_codex":0.00018995618,"about_ca_system_score_gemma":0.00013833017,"threshold_uncertainty_score":0.0025589466},"labels":[],"label_agreement":null},{"id":"W2013616280","doi":"10.1061/(asce)0899-1561(2007)19:11(965)","title":"Wood and Engineered Wood Product Connections Using Small Steel Tube Fasteners: Applicability of European Yield Model","year":2007,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Resources Canada","keywords":"Fastener; Rivet; Structural engineering; Engineering; Solid wood; Bolted joint; Hinge; Yield (engineering); Softwood; Ultimate failure; Dowel; Engineered wood; Ultimate tensile strength; Materials science; Finite element method; Composite material; Civil engineering","score_opus":0.031327399949433746,"score_gpt":0.20995085314312736,"score_spread":0.1786234531936936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013616280","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80811286,0.0004863255,0.1731737,0.00006742562,0.000017221964,0.00004096816,0.00037076228,0.00060183037,0.017128889],"genre_scores_gemma":[0.99163413,0.00013896204,0.006706964,0.0000048634897,0.0000024262997,0.000016381358,0.00014345086,0.000028290902,0.0013244748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996018,0.00008008726,0.000026508891,0.00008625038,0.00016334964,0.00004204386],"domain_scores_gemma":[0.99965715,0.00015199691,0.00005709813,0.000052806936,0.00006638803,0.000014612765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005162666,0.00072479126,0.0003004227,0.0007453926,0.00022376832,0.0005489471,0.00073337543,0.000638801,0.0015277663],"category_scores_gemma":[0.0013525242,0.00030001736,0.00054678647,0.0005235124,0.00030417653,0.0011674578,0.00044440152,0.00021376298,0.0003321217],"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":[0.00005289835,0.000038745096,0.0063882275,0.000027957072,0.00001310359,0.000098410674,0.000041546176,0.9661362,0.0040578656,0.0024297158,0.00018164459,0.020533653],"study_design_scores_gemma":[0.0000036885322,0.000096102725,0.0045143324,0.000012739041,0.000008397042,0.000056344787,0.000024611882,0.98771894,0.005282894,0.0014354807,0.0008338699,0.00001260496],"about_ca_topic_score_codex":0.0034383214,"about_ca_topic_score_gemma":0.0033523587,"teacher_disagreement_score":0.0034383214,"about_ca_system_score_codex":0.00050627097,"about_ca_system_score_gemma":0.00035166868,"threshold_uncertainty_score":0.006836593},"labels":[],"label_agreement":null},{"id":"W2015874429","doi":"10.1061/(asce)mt.1943-5533.0000719","title":"Residual Mechanical Response of Recycled Aggregate Concrete after Exposure to Elevated Temperatures","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":137,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Aggregate (composite); Ultimate tensile strength; Composite material; Properties of concrete; Compressive strength; Residual; Geotechnical engineering; Geology","score_opus":0.006021816174540531,"score_gpt":0.21123083453873678,"score_spread":0.20520901836419625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015874429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932194,0.00018052306,0.00020006011,0.0000030331146,0.000004128676,0.0000044968338,0.00006953898,0.000010568846,0.00020578135],"genre_scores_gemma":[0.99915147,0.00008628176,0.000148306,0.0000042219804,0.0000019493393,0.0000048967054,0.00009512053,0.000005055131,0.00050275086],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973196,0.000024883533,0.000016784505,0.00004847854,0.00012104579,0.000056799825],"domain_scores_gemma":[0.9996532,0.000052464733,0.0000998266,0.000041223342,0.00009482133,0.00005839093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024709525,0.00045296372,0.0003840209,0.00039556934,0.00020685929,0.0002167624,0.00021713268,0.00030917051,0.0016503298],"category_scores_gemma":[0.00039607816,0.00023279889,0.0003414947,0.00024234441,0.0003329034,0.00017295177,0.00020326779,0.00039657785,0.00034913424],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040816845,0.000052806135,0.0041529997,0.00005881929,0.000025543904,0.000141205,0.00013481124,0.000727852,0.99293315,0.000016481692,0.00001767403,0.0013305666],"study_design_scores_gemma":[0.0000149841835,0.0025356144,0.1330742,0.000021801152,0.00006740436,0.0002274854,0.00030411372,0.0017794447,0.86146176,0.000029586065,0.000453679,0.000029987192],"about_ca_topic_score_codex":0.0017591738,"about_ca_topic_score_gemma":0.0034220484,"teacher_disagreement_score":0.0017591738,"about_ca_system_score_codex":0.00021228069,"about_ca_system_score_gemma":0.00015304403,"threshold_uncertainty_score":0.00552094},"labels":[],"label_agreement":null},{"id":"W2016445431","doi":"10.1061/(asce)mt.1943-5533.0001276","title":"Shear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Aggregate (composite); Cracking; Composite material; Compressive strength; Shear (geology); Self-consolidating concrete; Volume fraction","score_opus":0.015633253064513793,"score_gpt":0.2253350416412789,"score_spread":0.2097017885767651,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016445431","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987172,0.00015112683,0.00075987476,0.0000038492053,0.000003815596,0.0000069742396,0.000096148404,0.000016248998,0.0002447402],"genre_scores_gemma":[0.9980558,0.00016161756,0.00095810916,0.000008734097,0.0000021998965,0.000010277196,0.00016130359,0.000006165468,0.00063581736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996006,0.000038763683,0.000043455104,0.00007813427,0.00019113028,0.000047889273],"domain_scores_gemma":[0.9993655,0.00013758792,0.00017243325,0.000041324194,0.0002089282,0.00007419602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006581321,0.0005514961,0.00030772926,0.0007381278,0.00018797118,0.0001860724,0.00021264107,0.00028453584,0.0013518281],"category_scores_gemma":[0.0004897231,0.0003055161,0.00031808292,0.00036066276,0.00028465036,0.00024723852,0.00028779203,0.0002993765,0.00023607883],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040477773,0.000044071236,0.015600038,0.000052422107,0.000039798342,0.00007979014,0.0001582671,0.0040506907,0.9735205,0.000085552456,0.00004073887,0.005923286],"study_design_scores_gemma":[0.000014710429,0.0015011036,0.09881805,0.000021114565,0.00009474468,0.00011687228,0.0002147508,0.0134521695,0.8848915,0.000053361473,0.0007957979,0.000025854813],"about_ca_topic_score_codex":0.0015890374,"about_ca_topic_score_gemma":0.0037742225,"teacher_disagreement_score":0.0015890374,"about_ca_system_score_codex":0.00023236204,"about_ca_system_score_gemma":0.00016769319,"threshold_uncertainty_score":0.0045223236},"labels":[],"label_agreement":null},{"id":"W2016553878","doi":"10.1061/(asce)mt.1943-5533.0000771","title":"Comparative Analysis of Idaho and Micro-Deval Aggregate Degradation Test Methods","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Ministère des Transports; U.S. Department of Transportation","keywords":"Aggregate (composite); Weighting; Degradation (telecommunications); Multivariate statistics; Linear regression; Statistics; Regression analysis; Calibration; Bayesian multivariate linear regression; Test data; Regression; Mathematics; Engineering; Environmental science; Computer science; Materials science; Composite material; Acoustics","score_opus":0.021461924177231254,"score_gpt":0.29869066713092646,"score_spread":0.2772287429536952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016553878","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8027794,0.003620902,0.16408147,0.0002293477,0.00019751729,0.00038055808,0.0023559174,0.0007910659,0.025563857],"genre_scores_gemma":[0.9093444,0.001383973,0.081124365,0.00014526263,0.000039455437,0.00025576915,0.0017607197,0.00014678095,0.005799262],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9879133,0.0021437046,0.00066993927,0.0010264255,0.007993805,0.00025283557],"domain_scores_gemma":[0.9835893,0.0063575157,0.0013800417,0.0012537831,0.007255596,0.00016373629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00731148,0.0005623866,0.00060720666,0.0032180424,0.00034333405,0.001115051,0.0009338159,0.00046143777,0.0009990699],"category_scores_gemma":[0.013583908,0.00031826706,0.0004592801,0.0024159406,0.00039247988,0.0006905069,0.0008376465,0.00035548437,0.00048744623],"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":[0.0026956003,0.0006152747,0.42605573,0.0008839338,0.00052012,0.00020267811,0.00082066166,0.019116096,0.08032888,0.0023240584,0.0020077098,0.46442917],"study_design_scores_gemma":[0.00007493464,0.0018675528,0.536167,0.00017972202,0.00055144244,0.00075110263,0.0009080164,0.09632852,0.34394282,0.000881168,0.018176828,0.00017080005],"about_ca_topic_score_codex":0.005664322,"about_ca_topic_score_gemma":0.01857267,"teacher_disagreement_score":0.00731148,"about_ca_system_score_codex":0.0016041466,"about_ca_system_score_gemma":0.000797317,"threshold_uncertainty_score":0.03866726},"labels":[],"label_agreement":null},{"id":"W2021157587","doi":"10.1061/(asce)mt.1943-5533.0001272","title":"Mechanical Properties of Fiber-Reinforced Concrete Made with Basalt Filament Fibers","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Basalt fiber; Materials science; Fiber; Composite material; Compressive strength; Modulus; Fiber-reinforced concrete; Basalt; Glass fiber; Casting; Young's modulus; Protein filament; Geology","score_opus":0.020745119274523115,"score_gpt":0.20799056556095338,"score_spread":0.18724544628643028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021157587","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932206,0.00011220183,0.00027108277,0.000002970424,0.000002542144,0.00000469908,0.00004308671,0.000006866277,0.00023459183],"genre_scores_gemma":[0.9989926,0.00007773604,0.00047340087,0.000003020781,0.0000013239813,0.0000036612605,0.00010423175,0.000004185967,0.00033983687],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997427,0.000019447823,0.000016136164,0.000033428023,0.0001579116,0.00003042852],"domain_scores_gemma":[0.9996007,0.000053246175,0.00013211321,0.000028575712,0.00012116617,0.0000641017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024162067,0.0003698991,0.00016178968,0.00048376122,0.00013369649,0.00012561485,0.00016791928,0.0002629842,0.00056892796],"category_scores_gemma":[0.0004104148,0.00016703189,0.00020091834,0.0003023781,0.00022188133,0.0001788553,0.00012234037,0.0002542759,0.000121301055],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010497246,0.000034062312,0.0041128863,0.000037136604,0.000009508298,0.00008806592,0.000037533493,0.0010173339,0.9924142,0.000028019564,0.000015424,0.0021009995],"study_design_scores_gemma":[0.00001477619,0.0017532684,0.120625496,0.000018068016,0.000039425384,0.0003330728,0.00012611217,0.0052219345,0.87074476,0.000024398181,0.0010762351,0.000022467402],"about_ca_topic_score_codex":0.001476009,"about_ca_topic_score_gemma":0.0032881894,"teacher_disagreement_score":0.001476009,"about_ca_system_score_codex":0.00016762572,"about_ca_system_score_gemma":0.00015693717,"threshold_uncertainty_score":0.0029348135},"labels":[],"label_agreement":null},{"id":"W2022770605","doi":"10.1061/(asce)mt.1943-5533.0000736","title":"Standardized Testing for Determining the Durability of High-Volume Fly Ash Mixtures","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Fly ash; Durability; Compressive strength; Silica fume; Mortar; Sulfate; Materials science; Chloride; Aggregate (composite); Cement; Composite material; Waste management; Metallurgy; Engineering","score_opus":0.021092464407412602,"score_gpt":0.2544523294095378,"score_spread":0.23335986500212522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022770605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94421595,0.0013151481,0.05072165,0.00002601057,0.000066955814,0.0007101935,0.00066680345,0.0002670362,0.0020102048],"genre_scores_gemma":[0.93434685,0.0021952847,0.056982648,0.00006970179,0.000058864138,0.0010050262,0.0021013,0.00006911525,0.0031713268],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9967803,0.00053047825,0.00041039046,0.00037929005,0.0017779605,0.000121519144],"domain_scores_gemma":[0.99827754,0.00029658453,0.00054392166,0.00024550373,0.0005197601,0.000116551164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001330756,0.0010403295,0.00040989227,0.0014125091,0.00043279093,0.00048355997,0.0009856579,0.0008559292,0.0013950206],"category_scores_gemma":[0.001790409,0.0003383715,0.0006752338,0.0008167957,0.0004022748,0.0005732351,0.00066768884,0.0006207615,0.00054130686],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001284992,0.00029864113,0.007120215,0.0001252954,0.000052039573,0.00005137956,0.00010111405,0.0005522823,0.9855479,0.00008180816,0.000045122135,0.0058957147],"study_design_scores_gemma":[0.00002748779,0.006651132,0.032762747,0.000027727801,0.00014754978,0.00030438183,0.00018052937,0.0012328969,0.9569018,0.00012151428,0.0016127385,0.000029451616],"about_ca_topic_score_codex":0.00076334144,"about_ca_topic_score_gemma":0.0026441354,"teacher_disagreement_score":0.0014125091,"about_ca_system_score_codex":0.000269064,"about_ca_system_score_gemma":0.00047370436,"threshold_uncertainty_score":0.0070378184},"labels":[],"label_agreement":null},{"id":"W2023909599","doi":"10.1061/(asce)mt.1943-5533.0000291","title":"Estimation of the Probability Distribution of Wave Velocity in Wood Poles","year":2011,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Orthotropic material; Ultrasonic sensor; Wave propagation; Probability distribution; Nondestructive testing; Longitudinal wave; Particle velocity; Acoustics; Phase velocity; Mechanics; Mathematics; Physics; Structural engineering; Engineering; Statistics; Finite element method; Optics","score_opus":0.022085963789722315,"score_gpt":0.18618341873796246,"score_spread":0.16409745494824013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023909599","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":[0.46971887,0.00014299073,0.52847534,0.000023938619,0.000007083589,0.00004312039,0.00012668977,0.00033419364,0.0011276591],"genre_scores_gemma":[0.97042555,0.000098525335,0.028889567,0.0000035747835,0.0000047792937,0.00003265226,0.00018449151,0.0000273463,0.00033346174],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9995086,0.0000975908,0.000023486566,0.00012843174,0.00019841197,0.000043550423],"domain_scores_gemma":[0.9963068,0.0026850274,0.00040719047,0.00019578004,0.00035860046,0.000046687932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010399221,0.00032105218,0.00036377853,0.0017952338,0.00018772027,0.0006321498,0.00046194592,0.00044662756,0.0007583036],"category_scores_gemma":[0.0049248934,0.0002526688,0.0002686736,0.0006633546,0.00046191417,0.00082469784,0.00033895927,0.00028853683,0.00021388143],"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":[0.0004560858,0.00016104415,0.08760309,0.0001633785,0.00008221206,0.000517158,0.0003187197,0.71193284,0.05698973,0.010946054,0.00035713695,0.13047254],"study_design_scores_gemma":[0.000008358796,0.00007129098,0.01892505,0.000014353806,0.000011611989,0.0001622319,0.00005823702,0.9609514,0.017290294,0.0021420026,0.00033218978,0.00003299385],"about_ca_topic_score_codex":0.0014744694,"about_ca_topic_score_gemma":0.00077511545,"teacher_disagreement_score":0.0017952338,"about_ca_system_score_codex":0.0003244798,"about_ca_system_score_gemma":0.0003132931,"threshold_uncertainty_score":0.0054997206},"labels":[],"label_agreement":null},{"id":"W2024117187","doi":"10.1061/(asce)0899-1561(2003)15:1(54)","title":"Hydration Mechanisms, Microstructure, and Mechanical Properties of Mortars Prepared with Mixed Binder Cement Slurry-Asphalt Emulsion","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":125,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Ministry of Transportation of Ontario","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Emulsion; Materials science; Composite material; Microstructure; Cement; Asphalt; Mortar; Slurry; Compressive strength; Flexural strength; Chemical engineering","score_opus":0.009286638128295246,"score_gpt":0.18727837632289596,"score_spread":0.1779917381946007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024117187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987472,0.00032484691,0.00049435603,0.0000064867077,0.000005205549,0.000007771431,0.000067492816,0.0000142632525,0.00033227718],"genre_scores_gemma":[0.9986634,0.00021600026,0.00042277575,0.000009554949,0.0000033984138,0.0000069676084,0.00010449286,0.000007987443,0.00056534895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999881,0.0000080062855,0.00001033214,0.000024147552,0.00005118369,0.000025271449],"domain_scores_gemma":[0.9998061,0.000039810173,0.000075896234,0.00001029907,0.00003543915,0.000032442793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019283919,0.00028270172,0.0001704388,0.0004303269,0.0001344463,0.00019757797,0.00014359795,0.00023135134,0.0008652964],"category_scores_gemma":[0.00032823175,0.00019757892,0.00024781603,0.00020955515,0.0002561661,0.00022561717,0.00012838223,0.00039368213,0.00018177029],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049361613,0.000012314916,0.0005591882,0.000025070898,0.000005245862,0.00004194131,0.000044582004,0.00019508753,0.9983712,0.000033629898,0.000007633391,0.00065478607],"study_design_scores_gemma":[0.000006561814,0.0003403421,0.024755985,0.0000075747034,0.000027567108,0.00008798285,0.00007905038,0.0009780903,0.973241,0.000027487038,0.0004384929,0.000009793966],"about_ca_topic_score_codex":0.0009896547,"about_ca_topic_score_gemma":0.0015905027,"teacher_disagreement_score":0.0009896547,"about_ca_system_score_codex":0.00018632061,"about_ca_system_score_gemma":0.000101543716,"threshold_uncertainty_score":0.0028947592},"labels":[],"label_agreement":null},{"id":"W2026734470","doi":"10.1061/(asce)0899-1561(2006)18:6(825)","title":"Effect of Sleeve Material on Interfacial Contact Behavior of CFRP-Metal Couples","year":2006,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Tribology and Wear Analysis","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Composite material; Softening; Shear (geology); Rod; Shear stress; Alloy; Wedge (geometry)","score_opus":0.0031486936655512623,"score_gpt":0.20570848037677503,"score_spread":0.20255978671122377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026734470","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985355,0.00037311844,0.00072668516,0.000008313017,0.000010282724,0.000009849824,0.000024879104,0.000018878784,0.000292432],"genre_scores_gemma":[0.99904686,0.00009112443,0.0005683801,0.000010022478,0.0000038476787,0.0000050641843,0.000029774566,0.000010909812,0.00023412454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935836,0.000096808464,0.00005108254,0.00013109758,0.00023482555,0.00012783498],"domain_scores_gemma":[0.998626,0.0006678974,0.0002047869,0.0001483199,0.000231299,0.00012177935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003738514,0.00054651813,0.00058904255,0.0005128241,0.00035990987,0.0005449638,0.0002980215,0.0005373586,0.0029106624],"category_scores_gemma":[0.0018055134,0.00034675718,0.00030700755,0.00033635952,0.000339378,0.0005058443,0.0005168129,0.00038042504,0.00034166276],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005426142,0.000069125075,0.0021085637,0.00015893136,0.000030185838,0.00031994644,0.0001576135,0.00058602,0.98917353,0.000038411792,0.000030868538,0.006784159],"study_design_scores_gemma":[0.000029957524,0.0020686844,0.021310842,0.00001866974,0.0000527787,0.00035718206,0.00028259683,0.0023511264,0.9726079,0.000033836626,0.0008667721,0.000019785633],"about_ca_topic_score_codex":0.00024364669,"about_ca_topic_score_gemma":0.00045465384,"teacher_disagreement_score":0.0029106624,"about_ca_system_score_codex":0.00016844399,"about_ca_system_score_gemma":0.000100110956,"threshold_uncertainty_score":0.009737194},"labels":[],"label_agreement":null},{"id":"W2040880364","doi":"10.1061/(asce)mt.1943-5533.0000742","title":"Green Concrete Made with RCA and FRP Scrap Aggregate: Fresh and Hardened Properties","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":96,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Okanagan University College; University of British Columbia, Okanagan Campus","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Natural Resources","keywords":"Scrap; Aggregate (composite); Compressive strength; Slump; Materials science; Durability; Polymer concrete; Fibre-reinforced plastic; Properties of concrete; Cement; Waste management; Environmental science; Composite material; Metallurgy; Engineering","score_opus":0.00944961860752029,"score_gpt":0.1803313043645066,"score_spread":0.1708816857569863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040880364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99772424,0.00026152327,0.0010993009,0.000008827108,0.0000070178266,0.000015291185,0.000083392144,0.000032350268,0.00076793495],"genre_scores_gemma":[0.99661094,0.00014823423,0.002031856,0.000006282498,0.000002058888,0.0000071844506,0.000098958146,0.000008846047,0.0010856512],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994184,0.00005357669,0.00003568793,0.00008817799,0.00035482837,0.000049318296],"domain_scores_gemma":[0.99960846,0.00003890428,0.000120874654,0.000054275708,0.0001049064,0.000072671886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004343095,0.00048766672,0.00033520884,0.0008435658,0.00023284018,0.00027875794,0.00027700965,0.00040086644,0.00081250136],"category_scores_gemma":[0.0002445418,0.00016036635,0.00048560643,0.00054786296,0.00037518475,0.00036639388,0.00027913693,0.00035252483,0.00028510066],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002698637,0.000121991085,0.003569092,0.00008833275,0.00003154739,0.00015597316,0.000049460905,0.0019806968,0.98707587,0.00010442164,0.000034889817,0.006517866],"study_design_scores_gemma":[0.000012028739,0.0016454499,0.029811911,0.000013663601,0.00007241934,0.00029251646,0.00006964732,0.002222951,0.9638382,0.000044939738,0.0019529508,0.000023299091],"about_ca_topic_score_codex":0.0017780166,"about_ca_topic_score_gemma":0.0060548526,"teacher_disagreement_score":0.0017780166,"about_ca_system_score_codex":0.00039273585,"about_ca_system_score_gemma":0.0003226733,"threshold_uncertainty_score":0.0035353303},"labels":[],"label_agreement":null},{"id":"W2043923044","doi":"10.1061/(asce)0899-1561(2008)20:9(608)","title":"Bond Behavior of Self-Consolidating Concrete with Mineral and Chemical Admixtures","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Bond strength; Materials science; Consolidation (business); Bond; Composite material; Casting; Self-consolidating concrete; Ultimate tensile strength; Slag (welding); Structural engineering; Metallurgy; Compressive strength; Adhesive; Engineering","score_opus":0.007717354183518306,"score_gpt":0.19644903069896777,"score_spread":0.18873167651544948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043923044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99877435,0.00028168375,0.00047026225,0.000004909213,0.000006719058,0.000009819547,0.00003684039,0.000016160817,0.0003993047],"genre_scores_gemma":[0.9979063,0.00018515871,0.0006334599,0.0000051774414,0.000002310307,0.000005259626,0.000070901566,0.000008386571,0.0011829985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995158,0.00004232942,0.000027214188,0.00008351751,0.00026225683,0.000068946814],"domain_scores_gemma":[0.9993419,0.00011503767,0.00016606155,0.000049769504,0.00020334337,0.00012388521],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045676873,0.00037804493,0.0002310936,0.00036462676,0.00019802288,0.00020392412,0.00032531703,0.000280639,0.0016051251],"category_scores_gemma":[0.0008726569,0.00030022569,0.00019261536,0.00025664674,0.0002232456,0.00030932855,0.00023723528,0.00047246562,0.00030465162],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021170857,0.00006179182,0.0030063535,0.000069753376,0.000019964808,0.00009581554,0.00020218793,0.0014774405,0.9913067,0.00014166888,0.000050121733,0.0033564216],"study_design_scores_gemma":[0.000009811161,0.0011385027,0.012342706,0.000010424721,0.00003404958,0.000113598435,0.00011222744,0.0076146256,0.97760314,0.000025478812,0.0009794735,0.000016023789],"about_ca_topic_score_codex":0.0020323282,"about_ca_topic_score_gemma":0.0045923046,"teacher_disagreement_score":0.0020323282,"about_ca_system_score_codex":0.0002507917,"about_ca_system_score_gemma":0.00023730018,"threshold_uncertainty_score":0.0053696632},"labels":[],"label_agreement":null},{"id":"W2044943190","doi":"10.1061/(asce)mt.1943-5533.0001237","title":"Mechanical and Freeze-Thaw Durability Properties of Recycled Aggregate Concrete Made with Recycled Coarse Aggregate","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":197,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Durability; Aggregate (composite); Compressive strength; Materials science; Curing (chemistry); Composite material; Young's modulus; Properties of concrete; Elastic modulus","score_opus":0.017762678275249955,"score_gpt":0.19919441814562805,"score_spread":0.18143173987037808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044943190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945444,0.00017821294,0.00019590695,0.0000020524549,0.0000020283303,0.0000028795466,0.000030291501,0.000005945844,0.0001281748],"genre_scores_gemma":[0.9992749,0.000094409515,0.0002757823,0.0000026254893,9.864118e-7,0.000002268257,0.000042384083,0.0000028818645,0.0003038044],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968874,0.00003074086,0.000030441768,0.000057242618,0.00015485355,0.00003808434],"domain_scores_gemma":[0.99958366,0.000090846435,0.00013580133,0.000042481886,0.000107011416,0.000040201598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046324648,0.00029814657,0.00030013523,0.000498998,0.00016252969,0.0002023076,0.00024868752,0.0002758019,0.000645756],"category_scores_gemma":[0.0004879469,0.00016113135,0.00034528298,0.0002489601,0.00026817867,0.00029447832,0.00019986724,0.0002837578,0.00012879804],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030535323,0.0000575967,0.0057158507,0.000091233785,0.000028005894,0.00014562707,0.00012304979,0.003392442,0.9851724,0.000041117546,0.000016036776,0.0049113315],"study_design_scores_gemma":[0.000011388357,0.002069205,0.06843219,0.0000142282115,0.00008260287,0.00022727894,0.00015555984,0.0050054924,0.9233985,0.000032034248,0.0005438501,0.000027729886],"about_ca_topic_score_codex":0.0015093387,"about_ca_topic_score_gemma":0.004025926,"teacher_disagreement_score":0.0015093387,"about_ca_system_score_codex":0.00027093006,"about_ca_system_score_gemma":0.00016102093,"threshold_uncertainty_score":0.0030011535},"labels":[],"label_agreement":null},{"id":"W2046622038","doi":"10.1061/(asce)0899-1561(2002)14:4(355)","title":"Permeability of Cracked Steel Fiber-Reinforced Concrete","year":2002,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":124,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Sleep Society","funders":"Northwestern University; National Science Foundation","keywords":"Materials science; Cracking; Reinforcement; Composite material; Fiber-reinforced concrete; Permeability (electromagnetism); Fiber; Tension (geology); Structural engineering; Ultimate tensile strength; Engineering","score_opus":0.014633862103785327,"score_gpt":0.20971081232391073,"score_spread":0.1950769502201254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046622038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964384,0.00015700111,0.002763938,0.0000133907715,0.0000025608235,0.0000057378743,0.000057211953,0.000033896154,0.0005278381],"genre_scores_gemma":[0.9994041,0.0000413855,0.00035307155,0.0000014084461,6.021985e-7,0.0000014684795,0.000028620869,0.000004261913,0.00016517252],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974674,0.00003378371,0.0000114941295,0.000054199678,0.00012616762,0.000027643178],"domain_scores_gemma":[0.9994168,0.00020375327,0.00016673321,0.000036482135,0.00013258882,0.00004366744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019512395,0.00017396362,0.00019882545,0.00033643696,0.00013161659,0.00021535558,0.00016980423,0.00024554523,0.00052537845],"category_scores_gemma":[0.0012110792,0.00024843632,0.000110280474,0.00013347167,0.00035158772,0.0005027731,0.00023339162,0.00028725748,0.00009411861],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001568042,0.000023877123,0.004187218,0.000055497443,0.000013096628,0.00018817332,0.000092670874,0.0053293225,0.9870148,0.00019254883,0.000024238516,0.002721758],"study_design_scores_gemma":[0.000018219373,0.0003712221,0.05161746,0.000019794263,0.000031270232,0.00070618786,0.00010180331,0.05407457,0.89216566,0.0003404676,0.0005178689,0.00003547402],"about_ca_topic_score_codex":0.0016902197,"about_ca_topic_score_gemma":0.0015722497,"teacher_disagreement_score":0.0016902197,"about_ca_system_score_codex":0.0003070043,"about_ca_system_score_gemma":0.00017135787,"threshold_uncertainty_score":0.0033607483},"labels":[],"label_agreement":null},{"id":"W2051618887","doi":"10.1061/(asce)0899-1561(2003)15:4(358)","title":"Bond Behavior of Corroded Steel Reinforcement in Concrete Wrapped with Carbon Fiber Reinforced Polymer Sheets","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Corrosion; Composite material; Bond strength; Concrete cover; Ultimate tensile strength; Steel bar; Reinforcement; Cement; Bond; Fibre-reinforced plastic; Adhesive; Layer (electronics)","score_opus":0.008246540842898744,"score_gpt":0.2007710599028884,"score_spread":0.19252451905998966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051618887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950385,0.0001559339,0.00021025164,0.0000020776802,0.0000028362444,0.0000030321944,0.000008820029,0.000005789708,0.000107329004],"genre_scores_gemma":[0.9989466,0.00014304348,0.0004938536,0.0000043150344,0.0000014895943,0.000002195737,0.00002961843,0.0000047848835,0.00037408763],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998149,0.000025409454,0.000011304997,0.000030601608,0.00008879122,0.000028948743],"domain_scores_gemma":[0.99969983,0.000048419643,0.00009920277,0.000023695655,0.00007369284,0.00005532366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022770501,0.0003184021,0.00018197544,0.00023261631,0.00012838958,0.00014539849,0.00014823159,0.00024530795,0.00082170486],"category_scores_gemma":[0.0004685551,0.0002536183,0.00018078332,0.000104179555,0.00019214174,0.00023124967,0.00015171632,0.00023835164,0.00022798288],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019147013,0.000032481435,0.0026132145,0.000051586692,0.00002046567,0.00014552256,0.000090669746,0.00087668817,0.99387616,0.000024595556,0.000011836097,0.0020653922],"study_design_scores_gemma":[0.000008355781,0.0024993692,0.02541778,0.000015297668,0.00004004694,0.0002502848,0.00012985534,0.0032309326,0.96777904,0.000016035061,0.0005997656,0.000013331493],"about_ca_topic_score_codex":0.0007639025,"about_ca_topic_score_gemma":0.0016789098,"teacher_disagreement_score":0.00082170486,"about_ca_system_score_codex":0.00014505921,"about_ca_system_score_gemma":0.000094200135,"threshold_uncertainty_score":0.0027489066},"labels":[],"label_agreement":null},{"id":"W2058781972","doi":"10.1061/(asce)mt.1943-5533.0000629","title":"Dynamic Hysteretic Characteristics of High-Strength Steels (POSTEN60, POSTEN80) and Application of a Dynamic Hysteresis Model to FE Analysis","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Finite element method; Hysteresis; Ultimate tensile strength; Structural engineering; Deformation (meteorology); High strength steel; Plasticity; Dynamic loading; Composite material; Metallurgy; Engineering","score_opus":0.0033516024660636165,"score_gpt":0.19584921535043773,"score_spread":0.19249761288437411,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058781972","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":[0.37797636,0.00047075524,0.6077754,0.00008712233,0.000021686688,0.00009633066,0.0002657432,0.00048578987,0.012820914],"genre_scores_gemma":[0.9568301,0.0002905477,0.038506687,0.000011814478,0.0000063303864,0.000059053462,0.00018469675,0.00003167615,0.0040790685],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998996,0.000011447052,0.0000050246535,0.00001659201,0.000059404447,0.000007927893],"domain_scores_gemma":[0.99986184,0.000050688162,0.000019171017,0.000025080282,0.000037848393,0.000005244394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017698023,0.0002367806,0.00013701676,0.00045280872,0.00015098002,0.00020246659,0.00038367254,0.0003837713,0.0014139533],"category_scores_gemma":[0.0004587209,0.00023751093,0.0002901069,0.00026110368,0.00025185538,0.0003489399,0.00013405981,0.000248934,0.00020201365],"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":[0.00008830259,0.0001363079,0.0052265767,0.00023136605,0.000033981858,0.00027181,0.00024444677,0.34090397,0.55379385,0.0120056635,0.0008092163,0.086254545],"study_design_scores_gemma":[0.000008708169,0.00014357037,0.008709255,0.000010406493,0.000011286342,0.00020187361,0.00002779631,0.92255765,0.063682534,0.0016095742,0.0030205045,0.000016785612],"about_ca_topic_score_codex":0.002188041,"about_ca_topic_score_gemma":0.0043430994,"teacher_disagreement_score":0.002188041,"about_ca_system_score_codex":0.00024356124,"about_ca_system_score_gemma":0.00024024329,"threshold_uncertainty_score":0.0047301054},"labels":[],"label_agreement":null},{"id":"W2062196533","doi":"10.1061/(asce)mt.1943-5533.0000638","title":"Reaction Products in Carbonation-Cured Lightweight Concrete","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Carbonation; Calcium hydroxide; Curing (chemistry); Microstructure; Calcium silicate hydrate; Carbonatation; Materials science; Portlandite; Calcium silicate; Scanning electron microscope; Cement; Anhydrous; Ettringite; Composite material; Chemical engineering; Portland cement; Chemistry; Organic chemistry","score_opus":0.010328629340005268,"score_gpt":0.21164428563433862,"score_spread":0.20131565629433334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062196533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99744,0.00056693365,0.0010165331,0.000009833369,0.0000052032096,0.000014191851,0.00010819984,0.000046674755,0.00079231884],"genre_scores_gemma":[0.99766004,0.0002250063,0.0009871038,0.00000859345,0.000002401799,0.0000070170404,0.00013411594,0.000020441807,0.0009552846],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975735,0.000025888126,0.000018749048,0.000056270404,0.0000884424,0.000053343418],"domain_scores_gemma":[0.999483,0.00012518856,0.00017410007,0.00003991053,0.000098075034,0.00007971946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002725376,0.00044099096,0.00022445188,0.00033681054,0.00017611479,0.0002305243,0.00012856821,0.00027078183,0.0011393988],"category_scores_gemma":[0.00046254226,0.00023292965,0.00031034678,0.0001894396,0.0002652733,0.00027049385,0.00015491854,0.00040249137,0.00023261117],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010129329,0.000009772251,0.00036231306,0.000032617787,0.0000041560875,0.000050016824,0.000034647856,0.00020149765,0.99832624,0.000021653184,0.000007701274,0.0008480634],"study_design_scores_gemma":[0.0000029454034,0.00015518241,0.0038594524,0.0000022869497,0.000007953272,0.000047728146,0.000012246502,0.000266432,0.9954301,0.000008086018,0.00020321124,0.000004367978],"about_ca_topic_score_codex":0.0016808154,"about_ca_topic_score_gemma":0.0030314329,"teacher_disagreement_score":0.0016808154,"about_ca_system_score_codex":0.0002751613,"about_ca_system_score_gemma":0.0002155191,"threshold_uncertainty_score":0.0038116574},"labels":[],"label_agreement":null},{"id":"W2072437106","doi":"10.1061/(asce)mt.1943-5533.0001144","title":"Experimental Characterization of Monotonic and Cyclic Loading Responses of CLT Panel-To-Foundation Angle Bracket Connections","year":2014,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":99,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Structural engineering; Bracket; Foundation (evidence); Shear (geology); Engineering; Geotechnical engineering; Geology","score_opus":0.017328241649361878,"score_gpt":0.22213766058697332,"score_spread":0.20480941893761145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072437106","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979232,0.00005871384,0.0012151337,0.0000059844947,0.00000835075,0.00003534779,0.000115773015,0.00002443126,0.00061317737],"genre_scores_gemma":[0.99706954,0.00008157719,0.0016655695,0.0000132214045,0.0000045233587,0.00004822864,0.0001283272,0.0000137114885,0.0009752675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995072,0.00006316087,0.00004080758,0.000093530085,0.00018479828,0.000110560446],"domain_scores_gemma":[0.99881977,0.0002793485,0.0002572578,0.00018360629,0.0003411031,0.00011875764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044963448,0.0005309408,0.0001845094,0.00033304375,0.00025603938,0.00013912466,0.0004024864,0.0004854965,0.0030103019],"category_scores_gemma":[0.0009532406,0.00022187944,0.0001564465,0.00028927642,0.0004765665,0.0002209853,0.00032576488,0.00034420055,0.00039520935],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001683911,0.00012927255,0.00096720684,0.000043140215,0.0000037460552,0.00006355295,0.00011175856,0.0007452514,0.9957035,0.000026275615,0.000035886223,0.0020020104],"study_design_scores_gemma":[0.000014691277,0.004400844,0.02165132,0.000012042194,0.000013648613,0.00009694403,0.00021424757,0.0036378554,0.9693084,0.000026256683,0.0006114467,0.000012318823],"about_ca_topic_score_codex":0.00048394778,"about_ca_topic_score_gemma":0.0014397174,"teacher_disagreement_score":0.0030103019,"about_ca_system_score_codex":0.00013655334,"about_ca_system_score_gemma":0.00017023236,"threshold_uncertainty_score":0.010070443},"labels":[],"label_agreement":null},{"id":"W2076416137","doi":"10.1061/(asce)mt.1943-5533.0000992","title":"Effect of Internal Ribs on Fatigue Performance of Sandwich Panels with GFRP Skins and Polyurethane Foam Core","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Flange; Composite material; Rib cage; Structural engineering; Stiffness; Fibre-reinforced plastic; Core (optical fiber); Fatigue limit; Shear (geology)","score_opus":0.0041250942244544925,"score_gpt":0.19706334958620805,"score_spread":0.19293825536175357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076416137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992091,0.00012321709,0.000506198,0.000002859751,0.0000028169402,0.0000023229024,0.000010041644,0.0000140729,0.00012940976],"genre_scores_gemma":[0.9989649,0.00005772319,0.00073455885,0.000008610821,0.000001864545,0.0000031161887,0.000032479362,0.0000069016437,0.00018983107],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978346,0.000033223623,0.000015122624,0.000044707613,0.00006239371,0.00006108487],"domain_scores_gemma":[0.9996007,0.00009548667,0.00009726055,0.000046097863,0.00007954407,0.000080883976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022828783,0.00040737775,0.00023709823,0.00019219011,0.00012941445,0.00017651744,0.00018740067,0.00029173557,0.0009299213],"category_scores_gemma":[0.0004385524,0.00018197874,0.00030942174,0.00007434445,0.0002166153,0.00021091041,0.00025239383,0.00020969186,0.00019648405],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010082825,0.000014303269,0.0014289663,0.00003266647,0.000009535303,0.00007487849,0.000031641626,0.00035430858,0.99576926,0.0000049453083,0.000007113383,0.0021717707],"study_design_scores_gemma":[0.000004362935,0.0012078361,0.024431337,0.000008715245,0.000036891994,0.00021993458,0.00006919348,0.0020114847,0.97170043,0.0000069270423,0.00029362625,0.000009276747],"about_ca_topic_score_codex":0.0003044896,"about_ca_topic_score_gemma":0.0008804771,"teacher_disagreement_score":0.0009299213,"about_ca_system_score_codex":0.00008390709,"about_ca_system_score_gemma":0.0000605109,"threshold_uncertainty_score":0.0031108856},"labels":[],"label_agreement":null},{"id":"W2077811214","doi":"10.1061/(asce)mt.1943-5533.0001008","title":"Composites and FRP-Strengthened Beams Subjected to Dry/Wet and Salt Fog Cycles","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fundação para a Ciência e a Tecnologia; Università della Calabria; Dalhousie University","keywords":"Fibre-reinforced plastic; Materials science; Composite material; Epoxy; Ultimate tensile strength; Glass fiber; Adhesive","score_opus":0.0051448711039237946,"score_gpt":0.19502034353979292,"score_spread":0.18987547243586914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077811214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99896884,0.00025609447,0.00032450559,0.0000037269167,0.000009353139,0.000011674242,0.000078813435,0.0000074735394,0.0003393699],"genre_scores_gemma":[0.9973449,0.00036893788,0.0006577339,0.000013240805,0.00000655358,0.000016718404,0.0001476228,0.00000709348,0.0014372081],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981505,0.00001695407,0.000010322977,0.00003635033,0.0000752968,0.000046004883],"domain_scores_gemma":[0.99978596,0.000042826483,0.00006819415,0.000016018386,0.000055077307,0.00003197275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002095158,0.00041721432,0.00029476485,0.00038819487,0.00017828643,0.00014664214,0.00020587485,0.00037072325,0.0013719879],"category_scores_gemma":[0.00020126403,0.00019987983,0.00026454512,0.00027534447,0.00028207898,0.00016442908,0.00013804041,0.00027307784,0.00018726564],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025196737,0.000039290855,0.001444521,0.000063357,0.00001755509,0.00016348052,0.000066373,0.00078350026,0.99559814,0.000060346345,0.000018220557,0.0014933001],"study_design_scores_gemma":[0.000008686561,0.0011557889,0.037997514,0.000016424863,0.000056089764,0.00015969972,0.0001555537,0.0024103578,0.957155,0.000042964235,0.0008294809,0.000012450141],"about_ca_topic_score_codex":0.0017220073,"about_ca_topic_score_gemma":0.0033203743,"teacher_disagreement_score":0.0017220073,"about_ca_system_score_codex":0.00014095967,"about_ca_system_score_gemma":0.00016565468,"threshold_uncertainty_score":0.0045897365},"labels":[],"label_agreement":null},{"id":"W2079596585","doi":"10.1061/(asce)0899-1561(2006)18:6(786)","title":"Effect of Mixture Consistency on Formwork Pressure Exerted by Highly Flowable Concrete","year":2006,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Formwork; Slump; Cement; Materials science; Geotechnical engineering; Cementitious; Composite material; Consistency (knowledge bases); Aggregate (composite); Self-consolidating concrete; Water–cement ratio; Compressive strength; Geology; Mathematics","score_opus":0.0022552578799241037,"score_gpt":0.1816979731650529,"score_spread":0.17944271528512878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079596585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990845,0.00013919518,0.0005020912,0.0000043559075,0.0000048022994,0.000011599615,0.000029904006,0.000015378897,0.0002082326],"genre_scores_gemma":[0.9987668,0.00008684057,0.000855756,0.0000059266144,0.0000067604515,0.000009486712,0.000046725163,0.0000094835095,0.00021233567],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893826,0.00023685656,0.00010694844,0.00015588058,0.00043507622,0.00012697122],"domain_scores_gemma":[0.9982077,0.00059330655,0.0005990376,0.00012718415,0.00019523667,0.00027758174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009116308,0.0008345005,0.0004497577,0.00048069176,0.00025492327,0.00056774815,0.00035913408,0.00042214614,0.001503885],"category_scores_gemma":[0.0019174753,0.0004325921,0.00033858573,0.0003828185,0.0005169208,0.0006932839,0.00074552547,0.0006196485,0.00017557907],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023744528,0.000279013,0.0038947319,0.00012102476,0.000049419268,0.0001446718,0.00011335661,0.0015733168,0.98678684,0.00006441776,0.000016399114,0.0045823976],"study_design_scores_gemma":[0.00004247362,0.0056419023,0.012480311,0.0000074684162,0.00008172284,0.00010390811,0.000048723097,0.0011009892,0.9801358,0.000019205969,0.000315513,0.000021886515],"about_ca_topic_score_codex":0.0004117884,"about_ca_topic_score_gemma":0.0005640228,"teacher_disagreement_score":0.001503885,"about_ca_system_score_codex":0.00023247108,"about_ca_system_score_gemma":0.00024609204,"threshold_uncertainty_score":0.0050309896},"labels":[],"label_agreement":null},{"id":"W2079658582","doi":"10.1061/(asce)mt.1943-5533.0000675","title":"Compression Behavior of Large-Sized Tire-Derived Aggregate for Embankment Application","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Natural Resources","funders":"","keywords":"Compression (physics); Aggregate (composite); Compressibility; Materials science; Compression test; Structural engineering; Composite material; Geotechnical engineering; Engineering","score_opus":0.009617687057629776,"score_gpt":0.2388399556600208,"score_spread":0.22922226860239103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079658582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997326,0.0005933284,0.0012086423,0.000016527096,0.000009529805,0.000018854695,0.00020136853,0.000031392607,0.0005943109],"genre_scores_gemma":[0.997829,0.00034438277,0.0009551671,0.000007735595,0.0000034914342,0.000013630478,0.00025042146,0.000007933878,0.0005882714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955064,0.00004631999,0.000035014047,0.00006312159,0.00025070002,0.000054149987],"domain_scores_gemma":[0.99944633,0.00010415277,0.000099761106,0.000047560945,0.00024915635,0.000053106916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005289357,0.00047596046,0.00035076716,0.0011639999,0.00031921515,0.00036165142,0.0003353984,0.00036528797,0.0015077601],"category_scores_gemma":[0.00078409037,0.00015965155,0.00027024487,0.0010305229,0.00021112166,0.0004096512,0.00033174764,0.00032658022,0.0003089784],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002418604,0.0000781396,0.0043524,0.00012065252,0.000014908056,0.0001529994,0.00009814988,0.0015629865,0.981793,0.00004819599,0.00011224258,0.011424672],"study_design_scores_gemma":[0.000010114004,0.0010938969,0.05227709,0.000024954837,0.00005226024,0.00023038934,0.00024355858,0.0066785254,0.9375204,0.00004520884,0.0017916545,0.00003191456],"about_ca_topic_score_codex":0.0021366968,"about_ca_topic_score_gemma":0.006691929,"teacher_disagreement_score":0.0021366968,"about_ca_system_score_codex":0.00039381877,"about_ca_system_score_gemma":0.00026437896,"threshold_uncertainty_score":0.0050439835},"labels":[],"label_agreement":null},{"id":"W2081666297","doi":"10.1061/(asce)0899-1561(2003)15:4(391)","title":"Correlation of Rheological Properties to Durability and Strength of Hardened Concrete","year":2003,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Carleton University; McMaster University","funders":"","keywords":"Durability; Sorptivity; Materials science; Rheology; Cement; Formwork; Compressive strength; Properties of concrete; Composite material; Consolidation (business); Cracking; Superplasticizer; Geotechnical engineering; Geology","score_opus":0.011094456129527412,"score_gpt":0.19786433464796446,"score_spread":0.18676987851843704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081666297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941456,0.00009548291,0.00030993397,0.000001706526,8.800232e-7,0.00000631777,0.000022832479,0.0000053891868,0.00014295608],"genre_scores_gemma":[0.9993968,0.000055850494,0.00028323053,0.0000020815553,9.655715e-7,0.0000034519105,0.000062729516,0.0000029501493,0.00019191882],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997681,0.000044082448,0.000027834341,0.000040023315,0.0000846532,0.000035277768],"domain_scores_gemma":[0.99862766,0.0003926463,0.0005009218,0.00015638712,0.00019250039,0.00012985985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042800113,0.00028210774,0.00024895015,0.0006154871,0.00010926753,0.00031442987,0.00016005822,0.0003027733,0.0011314803],"category_scores_gemma":[0.0017868835,0.00021971526,0.0002136931,0.00022567419,0.00030552482,0.00034177434,0.00023864386,0.00043195524,0.00030519904],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006356321,0.00031598192,0.08840072,0.000060473794,0.000059020997,0.00019448115,0.0000970507,0.0020958884,0.8996575,0.000083024686,0.000026264423,0.0083739245],"study_design_scores_gemma":[0.00003602484,0.002479128,0.44255108,0.000009370694,0.000058025515,0.0005737742,0.00010884133,0.006185281,0.54747504,0.000117091084,0.00037768923,0.00002868231],"about_ca_topic_score_codex":0.0004392915,"about_ca_topic_score_gemma":0.00050990324,"teacher_disagreement_score":0.0011314803,"about_ca_system_score_codex":0.00016034387,"about_ca_system_score_gemma":0.00010209433,"threshold_uncertainty_score":0.0037851334},"labels":[],"label_agreement":null},{"id":"W2082102342","doi":"10.1061/(asce)mt.1943-5533.0000208","title":"Sulfate Attack on Concrete: Effect of Partial Immersion","year":2010,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Sulfate; Sodium sulfate; Ultimate tensile strength; Immersion (mathematics); Materials science; Compressive strength; Composite material; Cylinder; Efflorescence; Tensile testing; Sodium; Forensic engineering; Engineering; Metallurgy; Mathematics; Mechanical engineering","score_opus":0.009147519565334937,"score_gpt":0.23615856726187204,"score_spread":0.2270110476965371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082102342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99834776,0.0004378108,0.00036671033,0.000013648987,0.000009708534,0.000015343541,0.00007694895,0.000024188806,0.0007077906],"genre_scores_gemma":[0.9976648,0.00048788276,0.0005387181,0.000019035424,0.000006472241,0.000005923593,0.00008481989,0.0000123824175,0.0011800511],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974257,0.000032740783,0.000024102339,0.000046734433,0.0000998898,0.000054005293],"domain_scores_gemma":[0.9994899,0.00011787069,0.00011151198,0.00005430562,0.00014337826,0.00008300218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017870087,0.0005843984,0.00035314963,0.00018140564,0.00018732635,0.0002972253,0.0002107697,0.00028839658,0.0014771017],"category_scores_gemma":[0.0005084809,0.00015896405,0.0002979965,0.00018597928,0.00027366192,0.00029393416,0.0003830651,0.00044410047,0.00016977346],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004969399,0.00009258608,0.0010129808,0.00010956537,0.00002401675,0.00007991235,0.00013419021,0.0005912627,0.9942942,0.000024112913,0.00004074718,0.003099362],"study_design_scores_gemma":[0.000006856855,0.0028224618,0.005687312,0.000008890176,0.000026101336,0.00006466633,0.00010865128,0.00073022285,0.9900365,0.00001763365,0.0004825454,0.000008241247],"about_ca_topic_score_codex":0.0033490576,"about_ca_topic_score_gemma":0.00538008,"teacher_disagreement_score":0.0033490576,"about_ca_system_score_codex":0.0001918075,"about_ca_system_score_gemma":0.00035490547,"threshold_uncertainty_score":0.00665915},"labels":[],"label_agreement":null},{"id":"W2084895973","doi":"10.1061/(asce)mt.1943-5533.0000193","title":"Quantification of Uplift Resistance of Adhesive-Applied Low-Slope Roof Configurations Subjected to Tensile Loading Test Protocol","year":2010,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Adhesive; Ultimate tensile strength; Roof; Materials science; Geotechnical engineering; Geology; Composite material; Engineering; Layer (electronics)","score_opus":0.007444397954864789,"score_gpt":0.22978266439540493,"score_spread":0.22233826644054014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084895973","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9858401,0.00027030247,0.011587487,0.000016896947,0.000025269397,0.00015456532,0.00036799186,0.00010243647,0.0016349392],"genre_scores_gemma":[0.9823976,0.0004069878,0.013904648,0.000032983673,0.000007824012,0.0003100795,0.0005720882,0.00003916512,0.0023285458],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99938,0.00006507009,0.00007586873,0.000110319415,0.0003151147,0.000053580814],"domain_scores_gemma":[0.9988838,0.00020554739,0.0002470521,0.00013322101,0.00045838568,0.00007191197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006154153,0.00045992804,0.00022968906,0.0006974652,0.0002730117,0.00024581814,0.00033016436,0.00037863085,0.0018394496],"category_scores_gemma":[0.00085641624,0.0001812426,0.00020270825,0.00047928854,0.00028854975,0.0002757062,0.00027148315,0.00038854545,0.00027419132],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066243774,0.00005186959,0.0014876279,0.000054297103,0.0000068523805,0.00009639902,0.00010948889,0.00079108425,0.9935034,0.000067413435,0.0000713952,0.0036940116],"study_design_scores_gemma":[0.000007916781,0.0014857079,0.035737675,0.0000229743,0.00003747718,0.00015431992,0.00039186145,0.0057231374,0.9548484,0.000088777415,0.001475668,0.000026031306],"about_ca_topic_score_codex":0.00044142565,"about_ca_topic_score_gemma":0.0015192783,"teacher_disagreement_score":0.0018394496,"about_ca_system_score_codex":0.00015763786,"about_ca_system_score_gemma":0.0001797863,"threshold_uncertainty_score":0.0061535835},"labels":[],"label_agreement":null},{"id":"W2085132848","doi":"10.1061/(asce)mt.1943-5533.0001092","title":"Experimental and Numerical Investigation of Particle Kinematics in Shotcrete","year":2014,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Engineering and Material Science Research","field":"Materials Science","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nozzle; Shotcrete; Kinematics; Mechanics; Particle (ecology); Particle velocity; Mechanical engineering; Process (computing); Airflow; Structural engineering; Engineering; Materials science; Computer science; Classical mechanics; Physics; Geology","score_opus":0.017615921731164764,"score_gpt":0.2663409388552811,"score_spread":0.24872501712411632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085132848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9907051,0.00006674827,0.0071322895,0.000015908128,0.000008470453,0.000044896726,0.00009958086,0.00008768465,0.0018394075],"genre_scores_gemma":[0.98983556,0.000061335086,0.008705595,0.0000074322943,0.0000016740205,0.000022303295,0.00018301043,0.000014226054,0.0011688549],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970067,0.000018992405,0.000014612814,0.000048425136,0.00017904141,0.000038295635],"domain_scores_gemma":[0.999503,0.00018983119,0.000047106263,0.000071220784,0.00015745364,0.000031510677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005301835,0.0001525382,0.00034741583,0.0002904501,0.0003996209,0.00032749563,0.0004946718,0.0005540377,0.0017484198],"category_scores_gemma":[0.00095881836,0.00018220358,0.00015408515,0.00027751506,0.00055619725,0.0003344507,0.0004098006,0.00041609863,0.000153938],"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":[0.0003703793,0.00038290158,0.0095200315,0.00020455956,0.000015519865,0.00068873196,0.0009545587,0.034973897,0.9321465,0.003699426,0.0003071356,0.016736364],"study_design_scores_gemma":[0.00010636623,0.002350446,0.036612462,0.00004004696,0.000016996844,0.00051697117,0.00060828635,0.2355673,0.7194808,0.0007330267,0.003906356,0.0000609468],"about_ca_topic_score_codex":0.0029207477,"about_ca_topic_score_gemma":0.0034158148,"teacher_disagreement_score":0.0029207477,"about_ca_system_score_codex":0.00036619348,"about_ca_system_score_gemma":0.00041724675,"threshold_uncertainty_score":0.005849004},"labels":[],"label_agreement":null},{"id":"W2088754023","doi":"10.1061/(asce)0899-1561(2006)18:6(768)","title":"Assessing the Carbonation Behavior of Cementitious Materials","year":2006,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":185,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Carbonation; Cementitious; Ground granulated blast-furnace slag; Fly ash; Lime; Slag (welding); Materials science; Electric arc furnace; Cement; Metallurgy; Carbonatation; Microstructure; Composite material","score_opus":0.013533364150275845,"score_gpt":0.2604071134704695,"score_spread":0.24687374932019368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088754023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99730206,0.00046271997,0.0009983086,0.000010484472,0.00000371874,0.000020248473,0.0001484682,0.00001851955,0.001035507],"genre_scores_gemma":[0.9974234,0.00020675625,0.0011205298,0.00000772771,0.0000020747916,0.0000142957615,0.0002740693,0.000010762106,0.00094044977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979025,0.000030051051,0.00001586312,0.00003561103,0.00008367072,0.000044628767],"domain_scores_gemma":[0.9996736,0.0000797638,0.0000521207,0.000023030716,0.00013167845,0.00003987294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027070515,0.00039245663,0.00017278116,0.00063907995,0.00024827127,0.00018636539,0.00017281312,0.00029085632,0.00096539245],"category_scores_gemma":[0.00055624946,0.0001389066,0.00017280011,0.0003656383,0.0002505398,0.00026393394,0.0001435161,0.0002395516,0.00013696215],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006464349,0.000008202219,0.0008251876,0.000029030873,0.0000039923143,0.000022077415,0.00002181879,0.00014044392,0.99769247,0.000021054866,0.0000050578783,0.0011659194],"study_design_scores_gemma":[0.0000019300915,0.00014557707,0.008854301,0.0000023512102,0.000009819346,0.000035874677,0.00002091476,0.00040918725,0.9900615,0.000014727937,0.0004405643,0.0000032782464],"about_ca_topic_score_codex":0.0022756075,"about_ca_topic_score_gemma":0.006145613,"teacher_disagreement_score":0.0022756075,"about_ca_system_score_codex":0.00026519716,"about_ca_system_score_gemma":0.00023858083,"threshold_uncertainty_score":0.004524708},"labels":[],"label_agreement":null},{"id":"W2090701614","doi":"10.1061/(asce)mt.1943-5533.0001239","title":"Restrained Shrinkage Cracking of Self-Consolidating Concrete","year":2014,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Shrinkage; Materials science; Composite material; Cracking; Ultimate tensile strength; Compressive strength; Fly ash; Water reducer; Cement; Creep; Slag (welding)","score_opus":0.008129957191745934,"score_gpt":0.20117940615252863,"score_spread":0.1930494489607827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090701614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99842536,0.00033283982,0.00086501933,0.0000038969843,0.0000031595062,0.0000071901895,0.00002621283,0.000015991216,0.00032024403],"genre_scores_gemma":[0.9986071,0.00012346647,0.00074814283,0.0000039777847,0.0000012445927,0.0000031153581,0.000049909373,0.0000068987765,0.00045622973],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973196,0.000023767869,0.000019241235,0.00003843635,0.00015391115,0.000032829666],"domain_scores_gemma":[0.99965525,0.00004849281,0.000117706506,0.000035306966,0.0001024746,0.000040753806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020173474,0.00028178896,0.0002370476,0.00033011747,0.00012953198,0.00013728904,0.0001816277,0.00019224895,0.0007632174],"category_scores_gemma":[0.00031931407,0.00017980515,0.00018351384,0.00016879594,0.00024599585,0.0002399345,0.00018854631,0.0003251096,0.00013424491],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003683775,0.000007426532,0.0008584886,0.000035044355,0.000004984188,0.000036010082,0.000025171743,0.00031924673,0.99735993,0.000016907761,0.000005646048,0.0012941977],"study_design_scores_gemma":[0.0000030220826,0.00023083352,0.010867351,0.0000062278764,0.000012394959,0.00012204242,0.000035661156,0.0014899095,0.98665446,0.000011718255,0.00056187663,0.0000045276156],"about_ca_topic_score_codex":0.0008509111,"about_ca_topic_score_gemma":0.0032059313,"teacher_disagreement_score":0.0008509111,"about_ca_system_score_codex":0.00013014309,"about_ca_system_score_gemma":0.000204481,"threshold_uncertainty_score":0.002553165},"labels":[],"label_agreement":null},{"id":"W2102712389","doi":"10.1061/(asce)mt.1943-5533.0000211","title":"Aggregate Cost Minimization in Hot-Mix Asphalt Design","year":2010,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Division of Materials Research; Washington State University","keywords":"Aggregate (composite); Asphalt; Asphalt pavement; Minification; Environmental science; Engineering; Forensic engineering; Materials science; Computer science; Composite material","score_opus":0.016493077268138093,"score_gpt":0.23816060393024474,"score_spread":0.22166752666210665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2102712389","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":[0.13955444,0.00045131883,0.850342,0.00022927983,0.000017972103,0.00009266499,0.00007026451,0.00020407046,0.009038139],"genre_scores_gemma":[0.91000193,0.00024151457,0.08493824,0.000055723875,0.000011452113,0.00011346462,0.000055115812,0.000089124056,0.0044934247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996245,0.00017121996,0.000009454378,0.000041433967,0.00010338649,0.00004999573],"domain_scores_gemma":[0.9995797,0.00027416716,0.000055852994,0.000013418263,0.00005717287,0.000019603984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009499069,0.00081966067,0.0008422839,0.00066890504,0.0003160986,0.00095911894,0.0007554726,0.00083794387,0.0015929177],"category_scores_gemma":[0.0012813841,0.0006670223,0.0005892425,0.0004962405,0.0005012383,0.00097065466,0.00056662667,0.00052816136,0.00020015864],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001639479,0.000017189983,0.0001231804,0.000016810412,0.0000066102734,0.0000069831126,0.000008047469,0.99341303,0.00048577134,0.001340404,0.00007178379,0.0044937218],"study_design_scores_gemma":[0.000002967316,0.000027331127,0.000060910897,0.000001869333,0.0000045844,0.0000028468253,0.000005803554,0.9986669,0.0003272173,0.0007875889,0.00011017039,0.0000018553765],"about_ca_topic_score_codex":0.0047694426,"about_ca_topic_score_gemma":0.005334168,"teacher_disagreement_score":0.0047694426,"about_ca_system_score_codex":0.0010101219,"about_ca_system_score_gemma":0.001095283,"threshold_uncertainty_score":0.009483337},"labels":[],"label_agreement":null},{"id":"W2106985403","doi":"10.1061/(asce)mt.1943-5533.0000758","title":"Bond Strength of Standard and High-Modulus GFRP Bars in High-Strength Concrete","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; BGC Engineering (Canada)","funders":"Ministère des Transports","keywords":"Fibre-reinforced plastic; Materials science; Composite material; Durability; Bar (unit); Steel bar; Modulus; Bond strength; Structural engineering; Glass fiber; Service life; Elastic modulus; Adhesive; Layer (electronics); Engineering","score_opus":0.005961805663083969,"score_gpt":0.2057761405738956,"score_spread":0.19981433491081163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106985403","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999493,0.00009338909,0.00023030036,0.0000018320949,0.000001543273,0.0000030309386,0.000025469775,0.0000052282794,0.00014623113],"genre_scores_gemma":[0.9994918,0.00004839212,0.00021883474,0.0000020645618,7.854037e-7,0.0000019733093,0.000044710257,0.0000023277005,0.00018895326],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996371,0.000038059934,0.000019292676,0.000061740386,0.00020949842,0.000034268043],"domain_scores_gemma":[0.9991592,0.00017874659,0.0002589356,0.000052803338,0.00019944769,0.0001509098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005847218,0.00038856716,0.0001687631,0.00040839196,0.00015414585,0.00018509246,0.00032066004,0.0004105473,0.00086495763],"category_scores_gemma":[0.00096123305,0.00029767252,0.00019252868,0.0002005734,0.000410203,0.00028754133,0.00025128358,0.00028960974,0.000244521],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00077777024,0.00010601144,0.01873287,0.00008659534,0.000035359546,0.00012869439,0.00019214893,0.0024034106,0.9715522,0.00009564822,0.00003527928,0.005854067],"study_design_scores_gemma":[0.00002884191,0.003824297,0.21131676,0.00002002647,0.000069081856,0.00031239013,0.00023880805,0.007857316,0.7756188,0.000060094786,0.00062266417,0.00003096239],"about_ca_topic_score_codex":0.00135934,"about_ca_topic_score_gemma":0.0033489573,"teacher_disagreement_score":0.00135934,"about_ca_system_score_codex":0.00024895204,"about_ca_system_score_gemma":0.00021374872,"threshold_uncertainty_score":0.0030923486},"labels":[],"label_agreement":null},{"id":"W2114362270","doi":"10.1061/(asce)mt.1943-5533.0000804","title":"Effect of Molecular Structure on the Short-Term and Long-Term Mechanical Behavior of High-Density Polyethylene","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Polymer crystallization and properties","field":"Materials Science","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Creep; Environmental stress cracking; High-density polyethylene; Materials science; Polyethylene; Cracking; Composite material; Term (time); Service life","score_opus":0.007276182614898356,"score_gpt":0.22008382291887232,"score_spread":0.21280764030397398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114362270","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998978,0.0005641346,0.00012195944,0.0000097531865,0.0000049339383,0.0000045744628,0.000030423897,0.000006177212,0.00028011846],"genre_scores_gemma":[0.9992561,0.00022532219,0.00010839395,0.00001005702,0.000002829814,0.000004376516,0.000054118133,0.0000049510995,0.00033387178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998086,0.00003621142,0.000012136076,0.000027973425,0.00006579805,0.00004923926],"domain_scores_gemma":[0.9993736,0.0001843487,0.00017150394,0.000039956274,0.00012195934,0.00010853973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021442703,0.00026128124,0.00016354483,0.00025643856,0.0001817507,0.00022798394,0.00015112247,0.00019628479,0.0011049144],"category_scores_gemma":[0.0006988232,0.00017040435,0.0001780148,0.0002280159,0.0002880303,0.00048398192,0.0001701733,0.00039609385,0.00015007863],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042860347,0.00013103675,0.004084738,0.000089227564,0.00002652543,0.00009301392,0.00008818357,0.0006484446,0.99025106,0.000058005142,0.0000439027,0.004057119],"study_design_scores_gemma":[0.000013868898,0.0019020498,0.085424565,0.000012088792,0.00005253486,0.00015774691,0.000112969305,0.0017040021,0.90967274,0.000040450792,0.00088567066,0.000021364425],"about_ca_topic_score_codex":0.000570357,"about_ca_topic_score_gemma":0.0010785887,"teacher_disagreement_score":0.0011049144,"about_ca_system_score_codex":0.00019136195,"about_ca_system_score_gemma":0.00018657395,"threshold_uncertainty_score":0.0036963224},"labels":[],"label_agreement":null},{"id":"W2124708815","doi":"10.1061/(asce)mt.1943-5533.0000049","title":"Effect of Coarse Aggregate on the Freeze-Thaw Durability of Pervious Concrete","year":2009,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":146,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Gradation; Durability; Aggregate (composite); Pervious concrete; Geotechnical engineering; Environmental science; Yield (engineering); Materials science; Composite material; Geology; Cement; Computer science","score_opus":0.005834213944853742,"score_gpt":0.20131103709618037,"score_spread":0.19547682315132664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2124708815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993544,0.00009355941,0.0001986915,0.0000028825307,0.0000012830553,0.000002747654,0.000024953591,0.000007840412,0.00031366572],"genre_scores_gemma":[0.9993974,0.000050087776,0.0002067066,0.0000062502368,8.7330886e-7,0.0000010478677,0.000030117322,0.000004727357,0.0003028973],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959856,0.00006265536,0.000042483334,0.000060337414,0.00016631358,0.000069626134],"domain_scores_gemma":[0.99920636,0.00031098668,0.00016182223,0.00006690872,0.00013951385,0.00011435434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004592094,0.00022187944,0.00020991873,0.0003626827,0.00025006727,0.00032368078,0.00013225115,0.00015646171,0.0014359704],"category_scores_gemma":[0.0008127584,0.00017376237,0.00019354228,0.00017686417,0.00027361052,0.00021681201,0.0003575706,0.00026894783,0.00014536091],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007931273,0.000065540735,0.013217988,0.000053276617,0.000033521126,0.0001378317,0.00020281714,0.0023062222,0.97746366,0.00007206408,0.000024896774,0.0056289895],"study_design_scores_gemma":[0.000008095299,0.0013803977,0.035288144,0.000008433029,0.00004632198,0.00010274923,0.00014342145,0.0012257086,0.96131545,0.000027227705,0.00044432626,0.000009693757],"about_ca_topic_score_codex":0.0021390682,"about_ca_topic_score_gemma":0.007209884,"teacher_disagreement_score":0.0021390682,"about_ca_system_score_codex":0.00026193645,"about_ca_system_score_gemma":0.00016195823,"threshold_uncertainty_score":0.0048037767},"labels":[],"label_agreement":null},{"id":"W2132052418","doi":"10.1061/(asce)0899-1561(2000)12:2(113)","title":"Composite Asphalt Binders: Effect of Modified RPE on Asphalt","year":2000,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Asphalt; Rheology; Materials science; Asphaltene; Composite material; Polymer; Polyethylene; Composite number; Chemical engineering","score_opus":0.010449778073221826,"score_gpt":0.23456810405728712,"score_spread":0.22411832598406528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2132052418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962831,0.0011516953,0.001402212,0.000010031526,0.000013289714,0.000029545263,0.00008764322,0.00007692791,0.0009456585],"genre_scores_gemma":[0.99529904,0.0005799619,0.0021280763,0.000015597938,0.000005889416,0.000013790966,0.0001553352,0.000037974867,0.0017643011],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962926,0.00005487219,0.00003197524,0.00007165602,0.00014325335,0.00006897181],"domain_scores_gemma":[0.999658,0.000074088806,0.0000887292,0.00002803386,0.00006916983,0.00008200093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022389808,0.0006629877,0.0005162073,0.0004862614,0.00018516272,0.00035086717,0.0002639868,0.00040861944,0.0017958687],"category_scores_gemma":[0.0005686401,0.0001895979,0.00025431468,0.00033704695,0.00013777046,0.0004730086,0.00025245425,0.0003791425,0.00048397866],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022566607,0.000053905813,0.00008470382,0.000057788002,0.000010285456,0.0000519176,0.000017379789,0.00016689874,0.9976307,0.000019782352,0.000011886873,0.0016691202],"study_design_scores_gemma":[0.000007245294,0.00038608213,0.0007918367,0.0000035731061,0.00002083464,0.00006197964,0.000008757464,0.00032159107,0.9978689,0.000006161798,0.0005200337,0.00000296572],"about_ca_topic_score_codex":0.00066552724,"about_ca_topic_score_gemma":0.0015915077,"teacher_disagreement_score":0.0017958687,"about_ca_system_score_codex":0.00015618358,"about_ca_system_score_gemma":0.00013081357,"threshold_uncertainty_score":0.006007731},"labels":[],"label_agreement":null},{"id":"W2132480778","doi":"10.1061/(asce)0899-1561(2008)20:1(20)","title":"Corrosion-Inhibiting Systems for Durable Concrete Bridges. I: Five-Year Field Performance Evaluation","year":2007,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Ministère des Transports","keywords":"Corrosion; Materials science; Epoxy; Coating; Cathodic protection; Composite material; Durability; Corrosion monitoring; Metallurgy; Forensic engineering; Electrochemistry; Engineering; Electrode","score_opus":0.014912563280372977,"score_gpt":0.23823115684735918,"score_spread":0.22331859356698622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2132480778","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969689,0.0009630913,0.0014634666,0.0000281509,0.00001643707,0.000099463825,0.00013294075,0.000044793567,0.00028291432],"genre_scores_gemma":[0.99123716,0.0013859381,0.0048435065,0.00003818393,0.000029810935,0.00009136755,0.00094099547,0.000021856244,0.0014112584],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994406,0.00012852837,0.00005264361,0.000091707945,0.00020965408,0.000076819786],"domain_scores_gemma":[0.9989078,0.00014981914,0.00024469072,0.00011990092,0.00040715394,0.00017066143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011936557,0.0009933842,0.0007383824,0.000699037,0.0005196807,0.00035840555,0.00075139874,0.0006139928,0.0010899957],"category_scores_gemma":[0.0012721447,0.0002747707,0.0007122678,0.00039304147,0.00025826704,0.0005090961,0.00040301296,0.00048909476,0.0002922821],"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":[0.0012726957,0.0019375234,0.004340012,0.00050411536,0.00009089021,0.00011988403,0.00017119713,0.0018184042,0.9645089,0.000049891052,0.00023693165,0.02494953],"study_design_scores_gemma":[0.0001381723,0.045481086,0.0209226,0.00003095523,0.00021630988,0.0003185665,0.00013412567,0.0015213534,0.92870367,0.000025973912,0.0024792224,0.000027942235],"about_ca_topic_score_codex":0.0020774286,"about_ca_topic_score_gemma":0.004829919,"teacher_disagreement_score":0.0020774286,"about_ca_system_score_codex":0.00057243305,"about_ca_system_score_gemma":0.00036873092,"threshold_uncertainty_score":0.006312728},"labels":[],"label_agreement":null},{"id":"W2137008916","doi":"10.1061/(asce)mt.1943-5533.0000617","title":"Geotechnical Performance of Recycled Glass-Waste Rock Blends in Footpath Bases","year":2012,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Northern Ontario Academic Medicine Association","funders":"","keywords":"Geotechnical engineering; California bearing ratio; Abrasion (mechanical); Glass recycling; Shear strength (soil); Compaction; Direct shear test; Crushed stone; Materials science; Environmental science; Waste management; Composite material; Shear (geology); Geology; Soil water; Engineering","score_opus":0.0094352547286288,"score_gpt":0.2021361727287014,"score_spread":0.1927009180000726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2137008916","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950075,0.000087267326,0.00016533192,0.0000029557566,0.0000020255593,0.000016782591,0.000052541443,0.000008375214,0.00016393926],"genre_scores_gemma":[0.9964227,0.00029599477,0.0017437357,0.000015309048,0.0000021369738,0.000025573803,0.00020399764,0.000009834074,0.0012807559],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958616,0.000051557134,0.00003897694,0.0000927081,0.00015943813,0.0000711312],"domain_scores_gemma":[0.99967134,0.000044680266,0.000103687475,0.00002306889,0.00009641086,0.000060818962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004984411,0.0005248569,0.0005496622,0.000718524,0.00032861653,0.0005883934,0.00055022055,0.0005169991,0.0015886591],"category_scores_gemma":[0.00041577074,0.00025875878,0.00045302784,0.00075645844,0.0002676101,0.0003952787,0.00040165483,0.00036420205,0.00035959878],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009187242,0.00026509014,0.0046103606,0.000149649,0.00003113964,0.00019081675,0.00007678157,0.0011021305,0.986832,0.000025034964,0.000017029985,0.005781193],"study_design_scores_gemma":[0.00002854965,0.007892862,0.023419708,0.00003004642,0.000085486194,0.00015499064,0.0003697793,0.001217543,0.9659275,0.000019020998,0.0008309215,0.00002362819],"about_ca_topic_score_codex":0.004253621,"about_ca_topic_score_gemma":0.013401195,"teacher_disagreement_score":0.004253621,"about_ca_system_score_codex":0.0004965843,"about_ca_system_score_gemma":0.00043219025,"threshold_uncertainty_score":0.00845772},"labels":[],"label_agreement":null},{"id":"W2142874970","doi":"10.1061/(asce)0899-1561(2008)20:7(470)","title":"Performance Evaluation of Joint and Crack Sealants in Cold Climates Using DSR and BBR Tests","year":2008,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Sealant; Dynamic shear rheometer; Creep; Materials science; Rheometer; Asphalt; Stiffness; Composite material; Joint (building); Geotechnical engineering; Structural engineering; Engineering; Rut; Rheology","score_opus":0.0512896311734699,"score_gpt":0.26617052683634074,"score_spread":0.21488089566287083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142874970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99418515,0.00062121067,0.0042550946,0.000014160279,0.000019623167,0.00004643991,0.00013983014,0.000057195874,0.0006613756],"genre_scores_gemma":[0.9943551,0.0002831395,0.0040764795,0.000008554907,0.000008663109,0.00002229485,0.00016006736,0.00002353907,0.0010623372],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99808204,0.0004304027,0.0002451347,0.00024618497,0.0008995511,0.000096807176],"domain_scores_gemma":[0.9967811,0.0007313063,0.00074874726,0.00023316046,0.0013171199,0.00018858154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024282641,0.00075810164,0.0008424541,0.0015592522,0.000465728,0.00049507536,0.00056016963,0.0004759988,0.0010028797],"category_scores_gemma":[0.002822194,0.00024000496,0.0005291979,0.00080769055,0.00030128055,0.00070646586,0.0004942566,0.00034647103,0.00041488901],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013490246,0.00035585577,0.023822114,0.00034850126,0.00006839418,0.00013780764,0.00047869305,0.0038685251,0.9386131,0.00013244114,0.00019355756,0.030631963],"study_design_scores_gemma":[0.000037211426,0.007814156,0.06554119,0.000026424927,0.00013172216,0.00028416901,0.00043962113,0.009347876,0.9146773,0.00006408291,0.0015578432,0.00007836059],"about_ca_topic_score_codex":0.0017343634,"about_ca_topic_score_gemma":0.004137694,"teacher_disagreement_score":0.0024282641,"about_ca_system_score_codex":0.00041258647,"about_ca_system_score_gemma":0.00028115668,"threshold_uncertainty_score":0.012842059},"labels":[],"label_agreement":null},{"id":"W2144839853","doi":"10.1061/(asce)0899-1561(2004)16:1(69)","title":"Mechanical Properties and Strength of Aged Cast Iron Water Pipes","year":2004,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto; Government of Ontario","keywords":"Water pipe; Bending; Corrosion; Compression (physics); Geotechnical engineering; Material properties; Bearing (navigation); Cast iron; Canalisation; Forensic engineering; Materials science; Engineering; Structural engineering; Composite material; Mechanical engineering","score_opus":0.00882753360654459,"score_gpt":0.17804607620336801,"score_spread":0.16921854259682342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144839853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998588,0.00015139868,0.00023899245,0.0000069374123,0.0000033426927,0.00000612506,0.00023829465,0.000009053167,0.00075784366],"genre_scores_gemma":[0.99873275,0.000058448935,0.000082170416,0.0000032622308,0.0000011314467,0.0000019589863,0.00017242914,0.000003007636,0.00094484317],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998511,0.0000066491552,0.000007729531,0.0000197363,0.00008885643,0.000025977859],"domain_scores_gemma":[0.99932444,0.000085102896,0.00014659182,0.00003573266,0.00032125157,0.0000867862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020986269,0.00025637282,0.00018114275,0.00071425945,0.00022282517,0.00023736105,0.00022575918,0.00026863904,0.0011131082],"category_scores_gemma":[0.00091785943,0.00021925132,0.00008920503,0.00042076994,0.00044284365,0.00017437183,0.0001326395,0.00015420449,0.0002894745],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062170875,0.00006122998,0.083110265,0.00017181117,0.000033669916,0.0006650671,0.0006197594,0.004681956,0.89582056,0.0001698084,0.00032105503,0.0137230875],"study_design_scores_gemma":[0.000013787876,0.0006513515,0.83178836,0.000024301156,0.000037405272,0.00034938628,0.00060639356,0.0055060987,0.1581051,0.000086165106,0.002797381,0.000034206456],"about_ca_topic_score_codex":0.021429097,"about_ca_topic_score_gemma":0.038035415,"teacher_disagreement_score":0.021429097,"about_ca_system_score_codex":0.00045363518,"about_ca_system_score_gemma":0.00025794885,"threshold_uncertainty_score":0.042608738},"labels":[],"label_agreement":null},{"id":"W2150891098","doi":"10.1061/(asce)0899-1561(2006)18:3(361)","title":"Lightweight Shotcrete Canoe: Use of Viscosity Modifying Admixture and Acetone as Artificial Paste","year":2006,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval","funders":"Université Laval","keywords":"Shotcrete; Viscosity; Ultimate tensile strength; Materials science; Mold; Acetone; Geotechnical engineering; Composite material; Civil engineering; Engineering; Chemistry","score_opus":0.010752480639992274,"score_gpt":0.19989869868106977,"score_spread":0.1891462180410775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2150891098","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93513095,0.004072511,0.04504127,0.00018410278,0.00018195376,0.00028124845,0.00009027884,0.00036525622,0.014652444],"genre_scores_gemma":[0.9456038,0.0020459672,0.04419643,0.000083529645,0.000032113716,0.000050745733,0.00009429003,0.0000971901,0.0077959937],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973017,0.000017415134,0.000020078905,0.000043141812,0.00016065063,0.000028640747],"domain_scores_gemma":[0.99984336,0.000030374784,0.000047929738,0.000024292945,0.0000293389,0.000024765843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022264443,0.00038996077,0.000260279,0.000526991,0.00022087955,0.00033687748,0.00043213772,0.00035923955,0.0012111864],"category_scores_gemma":[0.0003376094,0.00021469542,0.0002881072,0.00023091542,0.00025810482,0.00053997454,0.0003349999,0.00043013622,0.00036378944],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044643293,0.000044579265,0.0001729103,0.000080631835,0.000007989497,0.0001320097,0.000026509824,0.00012411659,0.99089056,0.0002643045,0.000044335608,0.008167253],"study_design_scores_gemma":[0.000008733035,0.0002928698,0.0009314168,0.000009626992,0.000022103864,0.00043332233,0.000022557413,0.00047781633,0.99128634,0.000046653477,0.006459484,0.000009044853],"about_ca_topic_score_codex":0.00049367745,"about_ca_topic_score_gemma":0.0021058084,"teacher_disagreement_score":0.0012111864,"about_ca_system_score_codex":0.0001918406,"about_ca_system_score_gemma":0.00022297139,"threshold_uncertainty_score":0.004051864},"labels":[],"label_agreement":null},{"id":"W2174116569","doi":"10.1061/(asce)mt.1943-5533.0001408","title":"Influence of Cyclic Frost Deterioration on Water Sorptivity of Microcracked Cementitious Composites","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Division of Electrical, Communications and Cyber Systems; Türkiye Bilimler Akademisi","keywords":"Sorptivity; Materials science; Cementitious; Composite material; Ultimate tensile strength; Cracking; Frost weathering; Frost (temperature); Void (composites); Durability; Hardening (computing); Strain hardening exponent; Cement; Environmental science","score_opus":0.011469802611001197,"score_gpt":0.21333070567935403,"score_spread":0.20186090306835283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2174116569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991105,0.00029165344,0.00024402859,0.000005277949,0.000004390119,0.0000049119435,0.000050680224,0.0000100090465,0.00027854645],"genre_scores_gemma":[0.99927694,0.00013401418,0.00024613697,0.000007864005,0.0000021891478,0.0000052626324,0.000048226935,0.000007449689,0.00027198228],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997414,0.00003224197,0.00001998022,0.000059316026,0.00008233417,0.000064718755],"domain_scores_gemma":[0.99953973,0.00015116466,0.00012463445,0.00004069054,0.000086696935,0.000057031724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002557615,0.00031795164,0.00020694095,0.00021814239,0.00014734814,0.00018288831,0.000139686,0.00020910149,0.0010272132],"category_scores_gemma":[0.00052916317,0.00017123339,0.00019832238,0.00015187624,0.00027132814,0.00025000126,0.00019556428,0.00040691684,0.00011910691],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023490025,0.000026284893,0.00079160114,0.00004234659,0.0000087692515,0.00005387887,0.000081568156,0.00030601028,0.996536,0.000013584854,0.000013036846,0.0018919648],"study_design_scores_gemma":[0.0000031073184,0.0004884381,0.008196179,0.0000043618584,0.000012471259,0.00003896189,0.00004402578,0.0007725012,0.99020725,0.000007923624,0.00021794437,0.000006861787],"about_ca_topic_score_codex":0.0013856831,"about_ca_topic_score_gemma":0.002970562,"teacher_disagreement_score":0.0013856831,"about_ca_system_score_codex":0.00018327184,"about_ca_system_score_gemma":0.00014483793,"threshold_uncertainty_score":0.0034363866},"labels":[],"label_agreement":null},{"id":"W2229300237","doi":"10.1061/(asce)mt.1943-5533.0001492","title":"Rational Mix-Design Procedure for Cold In-Place Recycling Asphalt Mixtures and Performance Prediction","year":2016,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Federal Highway Administration; University of Illinois at Urbana-Champaign; State of Connecticut Department of Transportation","keywords":"Asphalt; Ultimate tensile strength; Creep; Asphalt pavement; Cracking; Aggregate (composite); Engineering; Civil engineering; Fatigue cracking; Waste management; Rut; Geotechnical engineering; Environmental science; Materials science; Composite material","score_opus":0.014869372356471533,"score_gpt":0.2267700078279459,"score_spread":0.21190063547147436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2229300237","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":[0.02631522,0.00007822148,0.9686887,0.00001992903,0.000013583757,0.0003700514,0.000117568554,0.00052915467,0.0038676015],"genre_scores_gemma":[0.36943576,0.00015111132,0.62550014,0.000030350531,0.0000084431795,0.0013419274,0.00024445355,0.00014498748,0.003142885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992995,0.00015396626,0.000031211668,0.00008762382,0.0003779976,0.000049699],"domain_scores_gemma":[0.99967456,0.00010082521,0.000053454954,0.00003135617,0.0001290167,0.000010651605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016737841,0.001234906,0.000877197,0.00091465557,0.00039366266,0.0005374098,0.0009079735,0.00042455987,0.0043660514],"category_scores_gemma":[0.0012843215,0.0005585571,0.0007759221,0.0004144291,0.0003092843,0.00041888453,0.00051383424,0.00073522696,0.0008851679],"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":[0.0001707761,0.0002559395,0.0013714323,0.00037345136,0.000059399503,0.00010064457,0.00011481482,0.80739355,0.084638976,0.010087765,0.00093399885,0.09449933],"study_design_scores_gemma":[0.00004069948,0.0006442735,0.00065451296,0.000016135433,0.000045365465,0.000043368273,0.000030224148,0.95313686,0.038262792,0.0016240004,0.0054766014,0.000025163024],"about_ca_topic_score_codex":0.0020442856,"about_ca_topic_score_gemma":0.0047902656,"teacher_disagreement_score":0.0043660514,"about_ca_system_score_codex":0.000769646,"about_ca_system_score_gemma":0.0014543482,"threshold_uncertainty_score":0.01460588},"labels":[],"label_agreement":null},{"id":"W2463539901","doi":"10.1061/(asce)mt.1943-5533.0001677","title":"Effect of Freeze/Thaw Cycles on the Performance and Microstructure of Cement-Treated Soils","year":2016,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":58,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Tetra Tech (Canada)","funders":"","keywords":"Microstructure; Cement; Materials science; Optical microscope; Composite material; Soil water; Compressive strength; Scanning electron microscope; Environmental science; Soil science","score_opus":0.003422164532754399,"score_gpt":0.1828243652879238,"score_spread":0.1794022007551694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2463539901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733883,0.0005816778,0.0012886461,0.00002453427,0.000018226394,0.00001844196,0.00020379145,0.000027038217,0.00049890147],"genre_scores_gemma":[0.99712795,0.00037005436,0.0014762187,0.0000454742,0.000005610291,0.000021484937,0.00019017354,0.000024037334,0.00073905283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998746,0.00001360163,0.000011245797,0.00003564805,0.000039101236,0.000025898471],"domain_scores_gemma":[0.9997929,0.000051179864,0.000052848212,0.000028229535,0.000052778454,0.00002209918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022969607,0.00030175058,0.00023724386,0.00016376768,0.00024659443,0.00022206841,0.00014574551,0.00027374594,0.001552368],"category_scores_gemma":[0.00041296068,0.00016236736,0.00024261701,0.00013711883,0.0002643046,0.00025431346,0.00018645354,0.00031042696,0.00013897721],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014860652,0.000018335648,0.0012630133,0.000059977854,0.000012990706,0.000117979405,0.000111445705,0.0002720578,0.99550843,0.000019445719,0.000032046537,0.0024357901],"study_design_scores_gemma":[0.0000045819656,0.0004407356,0.016820775,0.000010444804,0.000023060002,0.00016575785,0.00012001488,0.0004991705,0.9809241,0.000030136265,0.0009509368,0.00001032109],"about_ca_topic_score_codex":0.0010491892,"about_ca_topic_score_gemma":0.0026748742,"teacher_disagreement_score":0.001552368,"about_ca_system_score_codex":0.0002130441,"about_ca_system_score_gemma":0.00013960812,"threshold_uncertainty_score":0.0051932335},"labels":[],"label_agreement":null},{"id":"W2491764421","doi":"10.1061/(asce)mt.1943-5533.0001664","title":"Splitting Strength of Mortise Members in Timber Frame Joints","year":2016,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mortise and tenon; Structural engineering; Stiffness; Perpendicular; Composite material; Materials science; Enhanced Data Rates for GSM Evolution; Engineering; Mathematics; Geometry","score_opus":0.009161196589841753,"score_gpt":0.19824000050387441,"score_spread":0.18907880391403267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2491764421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993729,0.000028584951,0.00027452403,0.0000020463362,0.0000013269583,0.000002154616,0.000014383385,0.0000067358815,0.00029731347],"genre_scores_gemma":[0.99940073,0.000012813264,0.00013321954,0.0000018322106,6.2685564e-7,0.0000014495955,0.000028773182,0.0000032954135,0.00041722404],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960035,0.000033019507,0.0000246002,0.00005881549,0.00021866238,0.00006465966],"domain_scores_gemma":[0.9990337,0.00022694081,0.00023891765,0.00008345788,0.0002566069,0.00016034927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000541318,0.00034010236,0.0002843322,0.00041075435,0.00025276447,0.0002460716,0.00035844705,0.00030616747,0.0017437454],"category_scores_gemma":[0.0012995803,0.00032192416,0.00022087006,0.0001810419,0.00035030345,0.0003000371,0.00030644372,0.00026549367,0.0005045535],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055453944,0.00006451646,0.012700866,0.000048616614,0.00001851448,0.00016127265,0.0003404909,0.0023891036,0.9739812,0.000045663284,0.00004696319,0.009648222],"study_design_scores_gemma":[0.0000145460535,0.0032391686,0.2469964,0.000019971378,0.000056210924,0.00044818097,0.00043633566,0.007934159,0.74009746,0.00008644762,0.0006350139,0.00003608983],"about_ca_topic_score_codex":0.0010089115,"about_ca_topic_score_gemma":0.0028662793,"teacher_disagreement_score":0.0017437454,"about_ca_system_score_codex":0.00019819668,"about_ca_system_score_gemma":0.000143554,"threshold_uncertainty_score":0.0058333874},"labels":[],"label_agreement":null},{"id":"W2555972729","doi":"10.1061/(asce)mt.1943-5533.0001811","title":"Bond Loss between Metakaolin-Incorporated Structural Lightweight Self-Consolidating Concrete and Corroded Steel Reinforcement","year":2016,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Türkiye Bilimsel ve Teknolojik Araştırma Kurumu","keywords":"Rebar; Materials science; Reinforcement; Corrosion; Metakaolin; Composite material; Self-consolidating concrete; Bond strength; Cementitious; Steel bar; Chloride; Penetration (warfare); Fly ash; Durability; Bond; Metallurgy; Cement; Compressive strength; Adhesive","score_opus":0.009596556212945861,"score_gpt":0.2084113640247134,"score_spread":0.19881480781176755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2555972729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999084,0.00030512572,0.00038196516,0.0000043726873,0.0000046623077,0.0000051555785,0.000015720123,0.000007438135,0.00019159382],"genre_scores_gemma":[0.9986891,0.00012010055,0.00057040795,0.0000064094475,0.0000015842315,0.0000034083946,0.000042701642,0.0000040911423,0.00056212826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996257,0.00005497067,0.000026654834,0.00006106429,0.00017158894,0.000059930957],"domain_scores_gemma":[0.9994247,0.00009662286,0.00020247567,0.0000417197,0.00013679652,0.00009782263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038586213,0.00034846837,0.0002061029,0.00026061843,0.0001508633,0.00018126178,0.00026797038,0.00030824493,0.0010704156],"category_scores_gemma":[0.00060258096,0.00026336007,0.00021233941,0.00014639973,0.0002078387,0.00033412565,0.00029745325,0.0003394231,0.00020886256],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019159584,0.00001867465,0.0015772132,0.000037382633,0.000021359197,0.00006573414,0.00005531327,0.00016326038,0.99644744,0.000022510592,0.000010281342,0.0013891294],"study_design_scores_gemma":[0.000006182284,0.001065967,0.015719568,0.000009034916,0.000047747097,0.000173158,0.00010861837,0.0011268181,0.9811787,0.0000126671985,0.00054311485,0.000008366153],"about_ca_topic_score_codex":0.0010141766,"about_ca_topic_score_gemma":0.0031256403,"teacher_disagreement_score":0.0010704156,"about_ca_system_score_codex":0.00027583688,"about_ca_system_score_gemma":0.00017432895,"threshold_uncertainty_score":0.0035808682},"labels":[],"label_agreement":null},{"id":"W2557340007","doi":"10.1061/(asce)mt.1943-5533.0001827","title":"Effect of Formwork Characteristics on SCC Lateral Pressure","year":2016,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Formwork; Materials science; Self-consolidating concrete; Structural engineering; Composite material; Geotechnical engineering; Engineering; Compressive strength","score_opus":0.0037164254805325536,"score_gpt":0.20113526124725503,"score_spread":0.19741883576672248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557340007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99830794,0.00006889975,0.0011154179,0.0000048302245,0.000004827673,0.000007784306,0.000036234116,0.000033235898,0.00042084692],"genre_scores_gemma":[0.99820876,0.00007016968,0.0011652786,0.000005420165,0.0000021873145,0.000007757048,0.00006444636,0.000014113041,0.00046190864],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994795,0.00005743458,0.000041432617,0.00008226559,0.00026176556,0.00007759664],"domain_scores_gemma":[0.9986744,0.00048740424,0.00026609327,0.00012103242,0.00032229573,0.0001289025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033149694,0.00048568676,0.00021618862,0.00024236798,0.00016855517,0.0004431441,0.00023635429,0.00028100153,0.0011804618],"category_scores_gemma":[0.0012842163,0.00028332745,0.00022837296,0.00026655055,0.0003109305,0.0003348326,0.00038508364,0.00039603136,0.0002494429],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023530894,0.000042762636,0.005421975,0.00007896299,0.000009859974,0.0001273105,0.00012088973,0.0019373741,0.9827003,0.00003076299,0.000050316834,0.0092441775],"study_design_scores_gemma":[0.000006526602,0.00073151174,0.02636589,0.0000060905854,0.000016771448,0.00010621192,0.00012597782,0.0035679934,0.9683203,0.000015969918,0.0007240534,0.000012645346],"about_ca_topic_score_codex":0.0009349791,"about_ca_topic_score_gemma":0.0016997877,"teacher_disagreement_score":0.0011804618,"about_ca_system_score_codex":0.00017548603,"about_ca_system_score_gemma":0.0002584604,"threshold_uncertainty_score":0.003949046},"labels":[],"label_agreement":null},{"id":"W2588492682","doi":"10.1061/(asce)mt.1943-5533.0001864","title":"Mechanical, Physical, and Self-Healing Behaviors of Engineered Cementitious Composites with Glass Powder","year":2017,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Composite material; Scanning electron microscope; Self-healing; Flexural strength; Cementitious; Curing (chemistry); Compressive strength; Energy-dispersive X-ray spectroscopy; Fly ash; Cement","score_opus":0.01031447778286121,"score_gpt":0.24369172485768173,"score_spread":0.23337724707482052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2588492682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981704,0.00059498084,0.00088286394,0.0000069053417,0.00000627209,0.000008658282,0.00004884804,0.00002481237,0.0002561943],"genre_scores_gemma":[0.99766505,0.00029784828,0.0014736615,0.0000073455685,0.0000025483967,0.00000839135,0.00006271226,0.00001135823,0.00047123947],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980956,0.000022819293,0.000017062492,0.000029109406,0.00009164465,0.0000298259],"domain_scores_gemma":[0.99984515,0.000032256605,0.000053635362,0.000016505695,0.000031099604,0.000021266986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018699764,0.0003051382,0.0001838773,0.000349351,0.00013036317,0.00015313033,0.00013480343,0.00019388991,0.00037833987],"category_scores_gemma":[0.00020660974,0.00014496049,0.0002594913,0.00018413714,0.00019267964,0.00020091889,0.00015077717,0.0002709068,0.000086747124],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027604341,0.000010541792,0.000247145,0.00002423781,0.000005093343,0.000025600204,0.000019214103,0.00013642307,0.9985593,0.000010387467,0.0000039315537,0.00093046296],"study_design_scores_gemma":[0.0000015899454,0.00017477278,0.003363715,0.0000027157746,0.000011459579,0.000044730165,0.00001753333,0.00041146023,0.99564517,0.0000051960064,0.00031806994,0.000003602091],"about_ca_topic_score_codex":0.0008722666,"about_ca_topic_score_gemma":0.0026009441,"teacher_disagreement_score":0.0008722666,"about_ca_system_score_codex":0.00017311492,"about_ca_system_score_gemma":0.00012970415,"threshold_uncertainty_score":0.001734376},"labels":[],"label_agreement":null},{"id":"W2599078562","doi":"10.1061/(asce)mt.1943-5533.0001928","title":"Feasibility of Using Waste Glass Sludge in Production of Ecofriendly Clay Bricks","year":2017,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Recycling and utilization of industrial and municipal waste in materials production","field":"Engineering","cited_by":112,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Efflorescence; Brick; Materials science; Durability; Compressive strength; Flexural strength; Raw material; Waste management; Composite material; Metallurgy; Engineering","score_opus":0.050415203328889026,"score_gpt":0.28708258203825066,"score_spread":0.23666737870936164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2599078562","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922522,0.0005676175,0.005841917,0.000078192046,0.000023066928,0.00007868726,0.00012271877,0.00007464226,0.00096093974],"genre_scores_gemma":[0.9881065,0.00061041815,0.01025565,0.00003176697,0.0000047820145,0.000032667176,0.00013237362,0.000017073295,0.0008087992],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997173,0.000055950837,0.000025838252,0.000049139773,0.00010176387,0.000049995222],"domain_scores_gemma":[0.9998666,0.000020776328,0.000039158545,0.000013654651,0.000035249024,0.000024477322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003339222,0.0005564621,0.0003103713,0.000605179,0.00023306406,0.0006497326,0.000301526,0.0005879757,0.0005972477],"category_scores_gemma":[0.00024728946,0.00021124147,0.00061248016,0.00041259415,0.00025857578,0.00042147085,0.0003888794,0.00034928703,0.0003309516],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007207717,0.000054342454,0.0005473306,0.00012776624,0.000007181579,0.0001327814,0.00001940919,0.0003467766,0.994835,0.000042492335,0.000020683252,0.0037941257],"study_design_scores_gemma":[0.0000094231955,0.0005232298,0.0021359639,0.000016564567,0.000024008552,0.000115064686,0.000075542775,0.0010985887,0.9950075,0.000034294375,0.00095225056,0.000007644123],"about_ca_topic_score_codex":0.0005119628,"about_ca_topic_score_gemma":0.0020697834,"teacher_disagreement_score":0.0006497326,"about_ca_system_score_codex":0.0002200547,"about_ca_system_score_gemma":0.00031875778,"threshold_uncertainty_score":0.0019979477},"labels":[],"label_agreement":null},{"id":"W2788956088","doi":"10.1061/(asce)mt.1943-5533.0002217","title":"Mechanical Behavior of RC and SFRC Precast Tunnel Lining Segments under Chloride Ions Exposure","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Chloride; Materials science; Rebar; Flexural strength; Composite material; Prestressed concrete; Reinforcement; Reinforced concrete; Durability; Structural engineering; Metallurgy","score_opus":0.016670081585467757,"score_gpt":0.23161069556248035,"score_spread":0.21494061397701258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788956088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99941635,0.00011528908,0.0001837291,0.0000065781423,0.0000025054994,0.000007987772,0.000078222605,0.0000103199345,0.00017898076],"genre_scores_gemma":[0.9976344,0.00011043205,0.00055527425,0.000017566887,0.0000013957534,0.000014398349,0.0002276573,0.000008010495,0.0014308643],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997868,0.000014932727,0.000015941165,0.000047063142,0.000097298136,0.000038007558],"domain_scores_gemma":[0.9996062,0.000022349323,0.00012371028,0.000022768116,0.00016091374,0.000064140084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019286344,0.000350541,0.00022461543,0.00034939713,0.00023981006,0.00016336607,0.00022629862,0.00047998512,0.0010540878],"category_scores_gemma":[0.00028696758,0.00022160965,0.00023196625,0.00023523337,0.0003585115,0.00017920883,0.00020574829,0.00027988123,0.00021241594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054233242,0.000007836231,0.002680639,0.00003511754,0.0000034652896,0.00011574691,0.00012536153,0.00020600317,0.99599457,0.000004904359,0.000015260788,0.0007567442],"study_design_scores_gemma":[0.0000061124483,0.0012634337,0.18178247,0.000022525646,0.00003558048,0.0004352848,0.0008957926,0.0013699196,0.8123054,0.000015018701,0.0018348437,0.000033626548],"about_ca_topic_score_codex":0.0058452343,"about_ca_topic_score_gemma":0.017380502,"teacher_disagreement_score":0.0058452343,"about_ca_system_score_codex":0.0002987757,"about_ca_system_score_gemma":0.00023720179,"threshold_uncertainty_score":0.011622429},"labels":[],"label_agreement":null},{"id":"W2792482906","doi":"10.1061/(asce)mt.1943-5533.0002236","title":"Complex Modulus and Fatigue Analysis of Asphalt Mix after Daily Rapid Freeze-Thaw Cycles","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université Laval; École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fatigue cracking; Asphalt; Cracking; Stiffness; Asphalt pavement; Moisture; Materials science; Dynamic modulus; Rut; Modulus; Environmental science; Geotechnical engineering; Composite material; Engineering; Dynamic mechanical analysis","score_opus":0.023230686946668126,"score_gpt":0.2580550073431575,"score_spread":0.23482432039648937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792482906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99832183,0.00023998537,0.0006427093,0.0000058282167,0.0000029806508,0.000008563681,0.00030879484,0.000016146074,0.00045319783],"genre_scores_gemma":[0.99849105,0.000077667675,0.0003379955,0.0000051284574,0.0000010658721,0.000008407874,0.00025594365,0.0000061352157,0.00081655994],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979025,0.000010265673,0.000010933413,0.000036562556,0.00011279504,0.000039266688],"domain_scores_gemma":[0.99969184,0.000050899784,0.000055595177,0.000017911454,0.00015047162,0.000033216904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035529092,0.00028668594,0.00024713154,0.0011919809,0.0003590192,0.00023235119,0.00028971248,0.0002985744,0.0021223985],"category_scores_gemma":[0.00036412355,0.00013974716,0.00020458862,0.0006101519,0.00026248622,0.00029373218,0.0001367317,0.00026646288,0.00023931054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000502896,0.000096752316,0.022406988,0.000109475084,0.00003355861,0.00026695858,0.00040267836,0.005291566,0.95599055,0.000118246106,0.00015136592,0.01462901],"study_design_scores_gemma":[0.000011783443,0.0008688931,0.5019179,0.000022730908,0.00006569463,0.00027858472,0.00048318057,0.02613044,0.4680243,0.00006853719,0.0020734374,0.000054497836],"about_ca_topic_score_codex":0.03083082,"about_ca_topic_score_gemma":0.07241528,"teacher_disagreement_score":0.03083082,"about_ca_system_score_codex":0.00069308444,"about_ca_system_score_gemma":0.00026008475,"threshold_uncertainty_score":0.06130272},"labels":[],"label_agreement":null},{"id":"W2806726590","doi":"10.1061/(asce)mt.1943-5533.0002341","title":"Erratum for “Fatigue Behavior of Steel Fiber Concrete in Direct Tension” by Bernard Isojeh, Maria El-Zeghayar, and Frank J. Vecchio","year":2018,"lang":"en","type":"erratum","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Power Generation; University of Toronto","funders":"","keywords":"Materials science; Tension (geology); Composite material; Fiber; Forensic engineering; Structural engineering; Engineering; Ultimate tensile strength","score_opus":0.010507803216779152,"score_gpt":0.2351738946623957,"score_spread":0.22466609144561653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806726590","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":[0.0004365048,0.0028950747,0.00051164685,0.023669079,0.9675039,0.000030400624,0.00041590809,0.0001796149,0.004357927],"genre_scores_gemma":[0.021373244,0.028419295,0.00446595,0.08164334,0.41886857,0.00028991094,0.005485776,0.0013236029,0.4381303],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99751186,0.00023796613,0.00049134233,0.0002932694,0.0012868426,0.0001787254],"domain_scores_gemma":[0.99151856,0.0016540798,0.0004958978,0.0003999605,0.0055607925,0.0003708033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016237498,0.0025575345,0.0021626009,0.0029622344,0.00338717,0.0022665702,0.0026576081,0.005429842,0.024821682],"category_scores_gemma":[0.013958415,0.0009946399,0.0014747636,0.0015170894,0.0015080896,0.0020174792,0.0014657262,0.0049080574,0.022298085],"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":[0.000061019004,0.000014898348,0.000054653075,0.000117504205,0.000006995406,0.00028874745,0.000017216651,0.00005870609,0.00017037333,0.00040174072,0.9928271,0.005981084],"study_design_scores_gemma":[0.000032598404,0.0000731354,0.0012687187,0.00029840536,0.00003799856,0.00050371856,0.00006859071,0.00021911858,0.0008767891,0.00071673247,0.99586123,0.000042937943],"about_ca_topic_score_codex":0.010393399,"about_ca_topic_score_gemma":0.012657831,"teacher_disagreement_score":0.024821682,"about_ca_system_score_codex":0.002292086,"about_ca_system_score_gemma":0.0025896723,"threshold_uncertainty_score":0.08303678},"labels":[],"label_agreement":null},{"id":"W2809625691","doi":"10.1061/(asce)mt.1943-5533.0002279","title":"Formulation of Traffic Inputs Required for the Implementation of the M-E PDG in Data-Scarce Regions: Lebanon Case Study","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"American University of Beirut","keywords":"Truck; Transport engineering; Traffic count; Data collection; Scarcity; Process (computing); Computer science; Aggregate (composite); Reliability (semiconductor); Traffic volume; Environmental science; Engineering; Statistics; Mathematics","score_opus":0.0529971328458413,"score_gpt":0.33160669097872797,"score_spread":0.2786095581328867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809625691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9467872,0.00028633274,0.031616207,0.00055452454,0.000041167772,0.00035545763,0.0011805833,0.00017681006,0.01900175],"genre_scores_gemma":[0.9824865,0.00019807987,0.014325846,0.00003730712,0.0000087935505,0.0001689196,0.00043254907,0.00002074071,0.002321397],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.999181,0.00030790144,0.000033131233,0.000091035545,0.00013626051,0.00025074836],"domain_scores_gemma":[0.9991698,0.0003940046,0.00007005347,0.00006493703,0.0002383646,0.00006290683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017905972,0.0007101332,0.0004116693,0.001067971,0.0008401393,0.0015657501,0.0012531554,0.0014903162,0.0021959173],"category_scores_gemma":[0.0021118391,0.0003447125,0.00064546557,0.0008756612,0.0005951214,0.0006658432,0.0009702782,0.0006683392,0.00020668343],"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":[0.0001728569,0.00027615397,0.018976923,0.00018792863,0.000031593176,0.0043634754,0.00029606433,0.9433566,0.0043028,0.0103882095,0.0012976427,0.016349752],"study_design_scores_gemma":[0.0000854242,0.00039687188,0.0139297675,0.00011029177,0.000055639146,0.00038369562,0.0023948343,0.96170783,0.008588808,0.004916095,0.007362591,0.00006809253],"about_ca_topic_score_codex":0.058593433,"about_ca_topic_score_gemma":0.041881543,"teacher_disagreement_score":0.058593433,"about_ca_system_score_codex":0.0043895077,"about_ca_system_score_gemma":0.001985081,"threshold_uncertainty_score":0.11650473},"labels":[],"label_agreement":null},{"id":"W2811186307","doi":"10.1061/(asce)mt.1943-5533.0002421","title":"Microstructure of Carbonation-Activated Steel Slag Binder","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Carbonation; Microstructure; Calcium silicate hydrate; Compressive strength; Portlandite; Lime; Composite material; Hardening (computing); Cement; Tobermorite; Metallurgy; Calcium silicate; Portland cement; Composite number; Silicate; Ettringite; Chemical engineering","score_opus":0.010040317947381572,"score_gpt":0.23194192073966743,"score_spread":0.22190160279228585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811186307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99503326,0.0003879947,0.0010409664,0.000018518205,0.000007837453,0.00001992303,0.00035113993,0.000102735146,0.0030376127],"genre_scores_gemma":[0.9969869,0.00011998439,0.000731593,0.0000124404305,0.0000029340035,0.000008111208,0.0002936246,0.000020706218,0.0018236721],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998795,0.000005457674,0.000005263607,0.000027651173,0.000056527184,0.000025665508],"domain_scores_gemma":[0.99993134,0.000010782009,0.00001456298,0.0000050958874,0.000024850218,0.000013423213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007722243,0.0002144859,0.00013009718,0.00033518617,0.0001847726,0.00021510379,0.00017657518,0.00029821252,0.002117081],"category_scores_gemma":[0.00014528859,0.00012920015,0.0001156891,0.0002884821,0.0002043535,0.00017221518,0.00007991574,0.00018236853,0.00030432505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027070486,0.0000038305316,0.00015125555,0.000015363476,0.0000012531801,0.00006062614,0.000015973246,0.00013272258,0.9988663,0.000060626367,0.000020387275,0.0006444977],"study_design_scores_gemma":[0.00001278436,0.00015817328,0.018857831,0.0000067149217,0.000009855386,0.00020225829,0.00005926251,0.0022479382,0.97618526,0.00006187967,0.0021854886,0.000012416163],"about_ca_topic_score_codex":0.0034321656,"about_ca_topic_score_gemma":0.006148521,"teacher_disagreement_score":0.0034321656,"about_ca_system_score_codex":0.00044292875,"about_ca_system_score_gemma":0.00021535416,"threshold_uncertainty_score":0.0070822835},"labels":[],"label_agreement":null},{"id":"W2884721830","doi":"10.1061/(asce)mt.1943-5533.0002484","title":"Solidification of Subgrade Materials Using Magnesium Alkalinization: A Sustainable Additive for Construction","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia; Okanagan University College; University of British Columbia, Okanagan Campus","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Subgrade; Magnesium; Durability; Geotechnical engineering; Materials science; Road construction; Environmental science; Composite material; Forensic engineering; Metallurgy; Civil engineering; Engineering","score_opus":0.01580117646830358,"score_gpt":0.2567965166673318,"score_spread":0.24099534019902819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884721830","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98062193,0.0038246296,0.009634214,0.00011709596,0.000035006182,0.00004734589,0.00011851161,0.0001904496,0.0054109264],"genre_scores_gemma":[0.990767,0.00145929,0.004556506,0.000027944368,0.000009898964,0.000012611523,0.00007457854,0.000015577682,0.0030766553],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990344,0.0000060328166,0.000004646176,0.00001164847,0.00005846579,0.000015849899],"domain_scores_gemma":[0.99995613,0.0000024553947,0.00001667706,0.0000036844024,0.0000109410685,0.000010056993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007843288,0.00035743258,0.00019679508,0.0004982394,0.00017552836,0.00031236885,0.00024942937,0.00022410054,0.00088523707],"category_scores_gemma":[0.000066189416,0.0001264601,0.00018780763,0.0002936899,0.00015452523,0.00021711321,0.00028122452,0.00026295212,0.00036704537],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024644327,0.000011604854,0.00036637165,0.000098499404,0.000004154596,0.000048931845,0.00002116151,0.0002544573,0.99322635,0.00014084156,0.000040020466,0.005762959],"study_design_scores_gemma":[0.0000057810985,0.00023549839,0.0058268653,0.000014032329,0.000031680356,0.00013369028,0.000047158643,0.001276959,0.98202753,0.000080391954,0.0103098545,0.000010504548],"about_ca_topic_score_codex":0.003220301,"about_ca_topic_score_gemma":0.018901557,"teacher_disagreement_score":0.003220301,"about_ca_system_score_codex":0.000501309,"about_ca_system_score_gemma":0.00047389747,"threshold_uncertainty_score":0.0064030886},"labels":[],"label_agreement":null},{"id":"W2887412640","doi":"10.1061/(asce)mt.1943-5533.0002461","title":"Factors Affecting Corrosion of Buried Cast Iron Pipes","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Corrosion Behavior and Inhibition","field":"Materials Science","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council; Kungliga Tekniska Högskolan; National Research Council Canada; RMIT University; U.S. Department of Agriculture","keywords":"Corrosion; Soil water; Metallurgy; Cast iron; Aeration; Materials science; Environmental science; Geotechnical engineering; Geology; Soil science; Engineering; Waste management","score_opus":0.02096132421322539,"score_gpt":0.2536861495614042,"score_spread":0.2327248253481788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887412640","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980726,0.0006940117,0.00072635553,0.000008658971,0.0000027515564,0.000008868286,0.00013890497,0.000011214702,0.00033659066],"genre_scores_gemma":[0.99891543,0.00043899007,0.00033226752,0.0000027587719,0.0000023296127,0.000002248601,0.00013352769,0.000002473827,0.0001699755],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99970955,0.000046046727,0.000023824501,0.000048898783,0.0001377008,0.000033992186],"domain_scores_gemma":[0.99931514,0.00013451588,0.00031539128,0.00002155189,0.00019109409,0.000022252865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026536183,0.00028613352,0.00034806563,0.00074151467,0.00012887483,0.00033164362,0.00013220626,0.00022473735,0.00024017344],"category_scores_gemma":[0.00089069974,0.00011947228,0.00020959992,0.0006069162,0.00017871773,0.0001975925,0.00012284068,0.000112664406,0.000098183446],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006618329,0.00011668479,0.5522244,0.00078669935,0.00014564763,0.0012617193,0.0005387855,0.0068364847,0.38293254,0.00015125558,0.00032239096,0.05402155],"study_design_scores_gemma":[0.0000023839636,0.00036140182,0.94301057,0.000023259192,0.00006636666,0.000439619,0.00044122434,0.0039002204,0.050877508,0.00007407465,0.000783062,0.000020209054],"about_ca_topic_score_codex":0.005039041,"about_ca_topic_score_gemma":0.007845612,"teacher_disagreement_score":0.005039041,"about_ca_system_score_codex":0.00025698857,"about_ca_system_score_gemma":0.00019289159,"threshold_uncertainty_score":0.010019422},"labels":[],"label_agreement":null},{"id":"W2901408688","doi":"10.1061/(asce)mt.1943-5533.0002579","title":"Effect of Curing Methods on Quality of Concrete Joints: Experimental and Modeling","year":2018,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","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 Manitoba; Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Durability; Curing (chemistry); Materials science; Finite element method; Mercury intrusion porosimetry; Geotechnical engineering; Intrusion; Structural engineering; Composite material; Porosity; Engineering; Porous medium; Geology","score_opus":0.03734601996619439,"score_gpt":0.3679140695253164,"score_spread":0.330568049559122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901408688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946051,0.00010501706,0.0045025395,0.000006077605,0.000003875049,0.000028224635,0.00015133881,0.000055756325,0.00054209726],"genre_scores_gemma":[0.99614954,0.00011999776,0.0032689683,0.0000021309854,0.0000016686625,0.000025762989,0.00007796691,0.000014568644,0.00033944577],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969566,0.000036364712,0.000024816845,0.000073241885,0.00011921711,0.00005081801],"domain_scores_gemma":[0.9987556,0.0006647624,0.00024154178,0.0001171869,0.00018343523,0.00003743515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006731831,0.0005019837,0.000387839,0.0005361256,0.00023852692,0.00022743054,0.0005113162,0.00053825567,0.0009966372],"category_scores_gemma":[0.0010922701,0.00031539932,0.00049990707,0.00060221896,0.00038560474,0.00039523517,0.00021124448,0.00036724945,0.00015404254],"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":[0.00078704546,0.0013912251,0.012678186,0.00042794898,0.000036208872,0.00016950353,0.00019141252,0.38335332,0.58064604,0.00036740428,0.0001702697,0.019781454],"study_design_scores_gemma":[0.000026682936,0.0015537073,0.011928056,0.0000113784,0.00006132748,0.000055066528,0.0000537297,0.4601784,0.525632,0.00008948346,0.00037295016,0.000037186892],"about_ca_topic_score_codex":0.002904671,"about_ca_topic_score_gemma":0.003279245,"teacher_disagreement_score":0.002904671,"about_ca_system_score_codex":0.00041679616,"about_ca_system_score_gemma":0.00024461336,"threshold_uncertainty_score":0.0057755113},"labels":[],"label_agreement":null},{"id":"W2933931047","doi":"10.1061/(asce)mt.1943-5533.0002690","title":"Assessment of Crack Development in Engineered Cementitious Composites Based on Analysis of Acoustic Emissions","year":2019,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Acoustic emission; Cracking; Materials science; Cementitious; Composite material; Bending; Flexural strength; Amplitude; Structural engineering; Cement; Engineering; Optics","score_opus":0.00867900550825388,"score_gpt":0.230375828001305,"score_spread":0.22169682249305112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2933931047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9694891,0.0005899708,0.029021215,0.000008869687,0.0000074317595,0.00003784124,0.00009693706,0.00009239131,0.00065632386],"genre_scores_gemma":[0.9830525,0.00030866291,0.01586514,0.000010293967,0.0000042532847,0.00002771306,0.000095094416,0.00001526209,0.0006212735],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974996,0.000023542972,0.00001588437,0.00004658762,0.00014679877,0.00001722631],"domain_scores_gemma":[0.99919564,0.00026543913,0.00019025375,0.00003971918,0.00026764427,0.000041328283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028313545,0.00032260624,0.00017507454,0.0010257087,0.000101056285,0.0001607566,0.00017340833,0.00030692937,0.00060024625],"category_scores_gemma":[0.00063206465,0.00014671893,0.00012561114,0.00021013139,0.00018594028,0.00031554338,0.00021964866,0.00027639547,0.00011793348],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000075024305,0.000017358883,0.0064296415,0.00007595321,0.000008939746,0.000066260196,0.00008491499,0.00049994176,0.9835998,0.0000307335,0.000012867367,0.009098606],"study_design_scores_gemma":[0.0000064984715,0.0005004337,0.13361202,0.000028068242,0.000047615096,0.0004806854,0.00025772728,0.019022934,0.8449317,0.000108521155,0.000962742,0.000040987867],"about_ca_topic_score_codex":0.00040253322,"about_ca_topic_score_gemma":0.0010718697,"teacher_disagreement_score":0.0010257087,"about_ca_system_score_codex":0.00007715736,"about_ca_system_score_gemma":0.000072840856,"threshold_uncertainty_score":0.0020080209},"labels":[],"label_agreement":null},{"id":"W2935984397","doi":"10.1061/(asce)mt.1943-5533.0002737","title":"Strain-Softening Response and Failure Prediction in Notched Oriented Strand Board","year":2019,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Mechanical stress and fatigue analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; FPInnovations; BC Research (Canada)","funders":"","keywords":"Softening; Materials science; Composite material; Oriented strand board; Structural engineering; Finite element method; Strain (injury); Tension (geology); Strain energy density function; Young's modulus; Elastic modulus; Strain energy; Ultimate tensile strength","score_opus":0.004760259442168007,"score_gpt":0.186131035584293,"score_spread":0.181370776142125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2935984397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895237,0.000049416638,0.010015831,0.000004319531,0.000002121227,0.000006730492,0.00003559612,0.000058538382,0.00030379381],"genre_scores_gemma":[0.99720865,0.000036221118,0.0024060966,0.0000018817601,4.4673814e-7,0.0000042478,0.00004043961,0.000006252007,0.00029570804],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994004,0.00000819918,0.0000028030447,0.00001415684,0.00002571685,0.00000904953],"domain_scores_gemma":[0.99979013,0.00007735583,0.000042524392,0.000025617,0.00004864248,0.000015753065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019360633,0.00033732838,0.00019780737,0.00034079887,0.00008207415,0.0001497567,0.00027150073,0.000305468,0.0010212336],"category_scores_gemma":[0.00053116074,0.00017026273,0.00012981328,0.00016454028,0.00020144679,0.00018847693,0.0001331083,0.00011955114,0.000257029],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029604492,0.00010110248,0.016047949,0.00008699227,0.000017471799,0.00021981935,0.000109279696,0.2720346,0.6892133,0.0002434418,0.00008310327,0.02154686],"study_design_scores_gemma":[0.0000073239066,0.00028084626,0.020551998,0.000006676103,0.00000738315,0.000062172745,0.000048255704,0.8519919,0.12668914,0.0001235571,0.00021829446,0.000012515855],"about_ca_topic_score_codex":0.0025250486,"about_ca_topic_score_gemma":0.0041544405,"teacher_disagreement_score":0.0025250486,"about_ca_system_score_codex":0.00020984307,"about_ca_system_score_gemma":0.000121674304,"threshold_uncertainty_score":0.005020678},"labels":[],"label_agreement":null},{"id":"W2949070781","doi":"10.1061/(asce)mt.1943-5533.0002841","title":"Splitting Tensile Strength of Fiber-Reinforced and Biocemented Sand","year":2019,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Iowa State University; University of Ottawa","keywords":"Ultimate tensile strength; Materials science; Fiber; Composite material; Calcium carbonate; Compressive strength","score_opus":0.004410317159549832,"score_gpt":0.1949594538384135,"score_spread":0.19054913667886367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949070781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873585,0.00024236283,0.00042655066,0.000006903694,0.000005679496,0.0000039869647,0.000089041256,0.000008835696,0.00048076294],"genre_scores_gemma":[0.998235,0.00013180432,0.0005128038,0.0000056044755,0.000001287776,0.000004049577,0.00010832688,0.000005960491,0.0009950283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998087,0.000013232881,0.00001519503,0.00002897179,0.000098180106,0.0000357803],"domain_scores_gemma":[0.99975353,0.000053401902,0.0000618036,0.000013338246,0.00007902495,0.000038801798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017847029,0.00030132508,0.0001945755,0.00028888145,0.00015191188,0.00019276747,0.00014004076,0.00024899715,0.0010587748],"category_scores_gemma":[0.00025874694,0.0001747435,0.00018827524,0.00016709242,0.00022888914,0.00015995387,0.0001245816,0.00026254202,0.00012876918],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046336896,0.0000052065916,0.00074245635,0.000022359714,0.000006558183,0.000040980478,0.00002399904,0.00015611747,0.99808156,0.000010329856,0.0000069945713,0.00085712725],"study_design_scores_gemma":[0.0000013297622,0.00015745332,0.0122518875,0.000003733852,0.000011263349,0.00005063866,0.000053400076,0.00045064953,0.98665226,0.0000067856013,0.0003561737,0.0000044333483],"about_ca_topic_score_codex":0.0035117802,"about_ca_topic_score_gemma":0.011284546,"teacher_disagreement_score":0.0035117802,"about_ca_system_score_codex":0.0003083451,"about_ca_system_score_gemma":0.0001764784,"threshold_uncertainty_score":0.006982684},"labels":[],"label_agreement":null},{"id":"W2964312603","doi":"10.1061/(asce)mt.1943-5533.0002810","title":"Effect of Recycled Concrete Aggregate on Rutting and Stiffness Characteristics of Asphalt Mixtures","year":2019,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"University of Waterloo","keywords":"Rut; Aggregate (composite); Asphalt; Materials science; Stiffness; Asphalt concrete; Composite material; Asphalt pavement; Geotechnical engineering; Forensic engineering; Engineering","score_opus":0.004870400901059173,"score_gpt":0.22280526139069032,"score_spread":0.21793486048963115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2964312603","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979989,0.0006347645,0.00073599187,0.000007940801,0.000006234316,0.000011679314,0.00006951669,0.000024029046,0.00051100116],"genre_scores_gemma":[0.9978005,0.00027181572,0.001121564,0.000010278096,0.0000022205525,0.0000073580018,0.000055168333,0.000010434707,0.0007206405],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992386,0.00013967759,0.00006712998,0.0001337616,0.00033479856,0.00008588398],"domain_scores_gemma":[0.99942577,0.00013144995,0.00019919215,0.00005330849,0.0001296868,0.000060543116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037866752,0.00043275376,0.00038864661,0.000567765,0.00024771327,0.000514164,0.00028749392,0.00033552555,0.0012519885],"category_scores_gemma":[0.00055566,0.00021164509,0.00045703902,0.00032570216,0.00024309722,0.00032755555,0.00024459377,0.00036879367,0.00027794534],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028244557,0.000065581655,0.0023951055,0.00012675008,0.00004067474,0.00008550247,0.00004782241,0.0010068011,0.9907194,0.00002202168,0.000014306145,0.0051935753],"study_design_scores_gemma":[0.0000062347845,0.0012877272,0.022280492,0.000009331446,0.00009974152,0.000110453606,0.00008876179,0.0011684147,0.9739294,0.000014791543,0.0009850789,0.000019503046],"about_ca_topic_score_codex":0.0023613134,"about_ca_topic_score_gemma":0.008788412,"teacher_disagreement_score":0.0023613134,"about_ca_system_score_codex":0.00033044117,"about_ca_system_score_gemma":0.00021879753,"threshold_uncertainty_score":0.0046951175},"labels":[],"label_agreement":null},{"id":"W2969227024","doi":"10.1061/(asce)mt.1943-5533.0002894","title":"Effect of Rubber Aggregate and Binary Mineral Admixtures on Long-Term Properties of Structural Engineered Cementitious Composites","year":2019,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; Toronto Metropolitan University","funders":"","keywords":"Materials science; Silica fume; Metakaolin; Composite material; Cementitious; Ground granulated blast-furnace slag; Curing (chemistry); Sorptivity; Natural rubber; Fly ash; Portland cement; Flexural strength; Styrene-butadiene; Compressive strength; Cement; Styrene; Polymer","score_opus":0.005483324480642576,"score_gpt":0.20588250272588346,"score_spread":0.2003991782452409,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969227024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988423,0.0006266166,0.00022137383,0.0000052469964,0.0000055293362,0.0000049797663,0.000044597342,0.000010977558,0.00023832964],"genre_scores_gemma":[0.9985416,0.0003500785,0.00060816226,0.000009284516,0.0000027106614,0.000006180529,0.00006325108,0.000007544696,0.00041132112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997756,0.000033493132,0.000026083733,0.000050033672,0.00007101127,0.00004379942],"domain_scores_gemma":[0.9997358,0.000058243586,0.00008931283,0.000023148528,0.00004723957,0.000046329806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024284585,0.000391993,0.0002937756,0.0002229784,0.00015234458,0.00022353783,0.00020269453,0.00024485512,0.00057824963],"category_scores_gemma":[0.00032209026,0.00016612081,0.00028293848,0.00016754183,0.00019010293,0.00031764744,0.00023872827,0.00044157545,0.00010635562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002176135,0.000038862436,0.0005881614,0.00006962607,0.000016577193,0.000049985756,0.00003119696,0.00025755836,0.9969633,0.00001275238,0.000008110955,0.0017462398],"study_design_scores_gemma":[0.000003590678,0.000705608,0.00595816,0.0000058425812,0.000037275113,0.000061797444,0.00004043938,0.00036602636,0.99228513,0.0000065414774,0.0005221721,0.0000075640496],"about_ca_topic_score_codex":0.00082569843,"about_ca_topic_score_gemma":0.00243766,"teacher_disagreement_score":0.00082569843,"about_ca_system_score_codex":0.00018815427,"about_ca_system_score_gemma":0.00017540171,"threshold_uncertainty_score":0.0019344687},"labels":[],"label_agreement":null},{"id":"W2993299512","doi":"10.1061/(asce)mt.1943-5533.0003017","title":"Development of Eco-Efficient Fly Ash–Based Alkali-Activated and Geopolymer Composites with Reduced Alkaline Activator Dosage","year":2019,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Fly ash; Geopolymer; Compressive strength; Materials science; Aggregate (composite); Composite material; Alkali metal; Pulp and paper industry; Waste management; Chemistry; Organic chemistry","score_opus":0.00834555004263436,"score_gpt":0.216249673945415,"score_spread":0.20790412390278065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2993299512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98529726,0.0012414681,0.011234507,0.000038644517,0.000027840708,0.000047586636,0.00013633807,0.00012106423,0.001855397],"genre_scores_gemma":[0.9865802,0.00070151174,0.010755339,0.000018408544,0.0000061052,0.000029288392,0.00011255562,0.000025578554,0.001770996],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998841,0.000009700958,0.000009100969,0.000021259988,0.00005728024,0.000018557887],"domain_scores_gemma":[0.9999081,0.00001282032,0.0000324782,0.000006540552,0.000023057371,0.000017159722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120537865,0.0003717563,0.00020121892,0.00039091177,0.000114649214,0.0002600272,0.00021012398,0.00033871422,0.00065336644],"category_scores_gemma":[0.00013764782,0.00018643701,0.0002614382,0.00028497755,0.00013452477,0.00031012876,0.00017146507,0.00047691347,0.00022681402],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012462249,0.000013237523,0.000054959026,0.000033217675,0.0000025111146,0.000015615593,0.000005127121,0.000085847765,0.99825746,0.000044416265,0.000006623942,0.0014683986],"study_design_scores_gemma":[0.000002029404,0.000053832766,0.0007302825,0.0000021834253,0.000007496171,0.000028424254,0.000007273032,0.0005470593,0.9979753,0.000009906371,0.00063325267,0.0000029597152],"about_ca_topic_score_codex":0.00058085826,"about_ca_topic_score_gemma":0.003401413,"teacher_disagreement_score":0.00065336644,"about_ca_system_score_codex":0.00018229308,"about_ca_system_score_gemma":0.0002914423,"threshold_uncertainty_score":0.0021857023},"labels":[],"label_agreement":null},{"id":"W3001325641","doi":"10.1061/(asce)mt.1943-5533.0003087","title":"Weathering Carbonation Behavior of Concrete Subject to Early-Age Carbonation Curing","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Carbonation; Curing (chemistry); Materials science; Weathering; Composite material; Portland cement; Compressive strength; Carbonatation; Cement; Geotechnical engineering; Geology; Geochemistry","score_opus":0.017978751680784156,"score_gpt":0.23847279807032679,"score_spread":0.22049404638954262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3001325641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990984,0.00018734341,0.00032602463,0.0000050291183,0.000004645332,0.0000072885678,0.00008673828,0.000015606794,0.00026896328],"genre_scores_gemma":[0.99850416,0.00014584021,0.00037325852,0.000006997473,0.0000021886945,0.000007138528,0.0001477982,0.000009624004,0.00080311816],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977595,0.000017360679,0.000019008477,0.000047753,0.000096289994,0.000043749755],"domain_scores_gemma":[0.99948776,0.000053995078,0.00015431944,0.000044041015,0.00016488825,0.00009503728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023262072,0.00041419113,0.00023509905,0.00044449244,0.00015023684,0.00020942652,0.00013042484,0.00028284866,0.0011702579],"category_scores_gemma":[0.0004272812,0.0001601434,0.0002504168,0.000291302,0.000246724,0.0002262408,0.0001699544,0.00047927874,0.00018056332],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011634917,0.000020198006,0.0020835823,0.000032992928,0.000007805917,0.00006389956,0.000052544354,0.0004537564,0.9957646,0.000017579236,0.000014224401,0.0013724981],"study_design_scores_gemma":[0.000004257603,0.00052970566,0.03478967,0.000006737718,0.000020529225,0.000066105786,0.000078733945,0.0017945757,0.9622173,0.000013901701,0.00046206685,0.000016470654],"about_ca_topic_score_codex":0.0034322455,"about_ca_topic_score_gemma":0.005474618,"teacher_disagreement_score":0.0034322455,"about_ca_system_score_codex":0.00024450332,"about_ca_system_score_gemma":0.00020278075,"threshold_uncertainty_score":0.006824553},"labels":[],"label_agreement":null},{"id":"W3005308614","doi":"10.1061/(asce)mt.1943-5533.0003107","title":"Interfacial Parameters for Bridge Connections at High-Strength Concrete–Ultrahigh-Performance Concrete Interface","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Cohesion (chemistry); Materials science; Shrinkage; Composite material; Compressive strength; Bond strength; Structural engineering; Direct shear test; Shear (geology); Ultimate tensile strength; Shear strength (soil); Geotechnical engineering; Adhesive; Engineering; Geology; Layer (electronics)","score_opus":0.017365287234498816,"score_gpt":0.22495093013674988,"score_spread":0.20758564290225107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3005308614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927078,0.00053114176,0.005277248,0.0000103878165,0.000010615898,0.000023215041,0.00022640174,0.00005125204,0.0011619865],"genre_scores_gemma":[0.99696714,0.00013324642,0.0019634985,0.000007759926,0.0000017956909,0.0000114306895,0.00020396744,0.000009755765,0.0007014448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995993,0.00001782907,0.000029563202,0.00004577886,0.00028033726,0.000027173019],"domain_scores_gemma":[0.9993974,0.000085491934,0.00016902949,0.000032999676,0.00026150703,0.00005352327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048327955,0.00042273448,0.00021833363,0.0016163944,0.00023685193,0.000350546,0.00024247754,0.00044408944,0.0016888502],"category_scores_gemma":[0.00068192586,0.00022014116,0.0003583565,0.0007209459,0.0001822385,0.00046180564,0.0003579238,0.0005366783,0.00039658538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014001588,0.00008031576,0.05688343,0.00017145633,0.000031843738,0.0002774502,0.00043267294,0.002982296,0.9203175,0.00020704573,0.00017861619,0.018297512],"study_design_scores_gemma":[0.000011224429,0.00045187562,0.3727458,0.00004342275,0.00007758369,0.00063070835,0.0006777721,0.010643929,0.61152804,0.00016786822,0.002966842,0.000054936223],"about_ca_topic_score_codex":0.0024871896,"about_ca_topic_score_gemma":0.006649017,"teacher_disagreement_score":0.0024871896,"about_ca_system_score_codex":0.00025798133,"about_ca_system_score_gemma":0.00023132973,"threshold_uncertainty_score":0.0056497455},"labels":[],"label_agreement":null},{"id":"W3007263392","doi":"10.1061/(asce)mt.1943-5533.0003145","title":"Reuse Potentials of Copper Mine Tailings in Mortar and Concrete Composites","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Mortar; Materials science; Cement; Tailings; Copper slag; Reuse; Fly ash; Composite material; Sulfate; Copper; Waste management; Metallurgy; Engineering","score_opus":0.012921127869893554,"score_gpt":0.22184122335154266,"score_spread":0.2089200954816491,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3007263392","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99906296,0.00027369295,0.0002749314,0.0000034678599,0.000002178737,0.0000043332006,0.000021792577,0.0000074575255,0.0003493264],"genre_scores_gemma":[0.99886227,0.00020100015,0.0004689833,0.0000034886225,0.0000013692685,0.0000028188615,0.000025523372,0.0000036012998,0.0004310202],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972624,0.000040084975,0.000020901027,0.000042453317,0.0001234724,0.000046902176],"domain_scores_gemma":[0.9997844,0.000023460785,0.00008387484,0.000019392868,0.00006251807,0.000026244004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002564486,0.00033733432,0.00019801647,0.0005942726,0.00016038516,0.00033332707,0.00018350282,0.00021485455,0.00055442203],"category_scores_gemma":[0.00037183787,0.00014800744,0.0003651844,0.00035661572,0.00017993036,0.00021826244,0.0003072573,0.00016504798,0.00014678862],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014858668,0.000031522064,0.0043481616,0.00008102282,0.000019121995,0.00017246635,0.00005651457,0.0007841106,0.988305,0.00004413528,0.000017608383,0.0059918743],"study_design_scores_gemma":[0.0000035824999,0.0011197855,0.015879793,0.000012754753,0.000059360915,0.0003378703,0.0001205394,0.0013747751,0.9802114,0.00002360352,0.00084416004,0.000012406017],"about_ca_topic_score_codex":0.0017395904,"about_ca_topic_score_gemma":0.0046257754,"teacher_disagreement_score":0.0017395904,"about_ca_system_score_codex":0.00026931067,"about_ca_system_score_gemma":0.00020941734,"threshold_uncertainty_score":0.0034588575},"labels":[],"label_agreement":null},{"id":"W3008248640","doi":"10.1061/(asce)mt.1943-5533.0003104","title":"Use of Polymeric Fibers in the Development of Semilightweight Self-Consolidating Concrete Containing Expanded Slate","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Composite material; Polypropylene; Aggregate (composite); Flexural strength; Polyvinyl alcohol; Fiber; Self-consolidating concrete; Compressive strength","score_opus":0.027863357335607308,"score_gpt":0.22288223724697395,"score_spread":0.19501887991136665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008248640","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940584,0.001024894,0.003904556,0.0000142277895,0.0000081577655,0.000054475295,0.000047691974,0.000046838937,0.0008407287],"genre_scores_gemma":[0.98695624,0.00085774035,0.011272285,0.000011315759,0.0000046176397,0.00003430945,0.00011339575,0.000020953172,0.0007292743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996111,0.000051229246,0.000041162246,0.00007260072,0.0001825081,0.000041487576],"domain_scores_gemma":[0.9997129,0.00003467557,0.00012796011,0.000018131734,0.000057330322,0.000048945694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003607984,0.0006860374,0.0002590925,0.0005773393,0.00014562077,0.0003680087,0.00028669686,0.00031471357,0.00050634117],"category_scores_gemma":[0.00032708966,0.00021543467,0.00033597302,0.00026922542,0.00018896206,0.00042336705,0.00037777258,0.0003911018,0.00021417734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007238219,0.00007508175,0.000842883,0.00011991075,0.000014187384,0.00006767557,0.00001852029,0.0011265147,0.9916618,0.000041165385,0.00001007336,0.00594987],"study_design_scores_gemma":[0.0000057641887,0.00084053696,0.0028157525,0.000019434185,0.00004063184,0.00009616844,0.000019120484,0.0010889438,0.9938824,0.000010601551,0.0011730893,0.0000075041307],"about_ca_topic_score_codex":0.00060198567,"about_ca_topic_score_gemma":0.0031858191,"teacher_disagreement_score":0.0006860374,"about_ca_system_score_codex":0.00021379742,"about_ca_system_score_gemma":0.00027131752,"threshold_uncertainty_score":0.0019081235},"labels":[],"label_agreement":null},{"id":"W3011252492","doi":"10.1061/(asce)mt.1943-5533.0003184","title":"Chloride Diffusivity, Fatigue Life, and Service Life Analysis of RC Beams under Chloride Exposure","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Service life; Chloride; Thermal diffusivity; Materials science; Ultimate tensile strength; Composite material; Flexural strength; Diffusion; Structural engineering; Metallurgy; Engineering","score_opus":0.023068445386252502,"score_gpt":0.2204294464413138,"score_spread":0.1973610010550613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011252492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968624,0.00024338804,0.0024647857,0.000008686735,0.0000016811297,0.000009548421,0.000088440574,0.000025179444,0.0002959628],"genre_scores_gemma":[0.99791664,0.00015525214,0.0011575982,0.000009311433,0.000001400183,0.00001441127,0.0001287935,0.000008343786,0.00060810137],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981576,0.000016469708,0.000010952247,0.000036974026,0.00009252243,0.000027401895],"domain_scores_gemma":[0.99958307,0.00006181971,0.00009967785,0.000026672693,0.00020632842,0.00002229482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003004831,0.00024901304,0.0002637566,0.0004588309,0.00017723879,0.00011618981,0.00025013,0.00032326943,0.0007655695],"category_scores_gemma":[0.0004354477,0.0001580935,0.00026854046,0.00024715863,0.00017745404,0.0003281031,0.00013432546,0.00017323696,0.00021007932],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009757124,0.000016051506,0.00747834,0.000043958717,0.0000073953315,0.00008020475,0.00010455306,0.0016232497,0.986558,0.000024681805,0.000026257361,0.0039396677],"study_design_scores_gemma":[0.0000058779437,0.00093199743,0.07580166,0.000009557582,0.000038238533,0.00021293943,0.00016177424,0.01334455,0.9085972,0.00003145797,0.00084051123,0.000024306031],"about_ca_topic_score_codex":0.004026861,"about_ca_topic_score_gemma":0.0074691754,"teacher_disagreement_score":0.004026861,"about_ca_system_score_codex":0.0003561314,"about_ca_system_score_gemma":0.00018247428,"threshold_uncertainty_score":0.008006871},"labels":[],"label_agreement":null},{"id":"W3013620261","doi":"10.1061/(asce)mt.1943-5533.0003210","title":"Effect of Carbonation Curing on Efflorescence Formation in Concrete Paver Blocks","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Carbonation; Efflorescence; Materials science; Curing (chemistry); Flue gas; Composite material; Carbon dioxide; Carbonatation; Mineralogy; Chemistry; Organic chemistry","score_opus":0.009208607862559844,"score_gpt":0.22762944213198785,"score_spread":0.21842083426942802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3013620261","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99872464,0.00041761572,0.00030275228,0.000008275449,0.0000070550086,0.000011746954,0.00004443845,0.000022435486,0.0004610554],"genre_scores_gemma":[0.9976646,0.00039056898,0.0008978414,0.000013999569,0.0000033973436,0.000008742504,0.00007171653,0.000018238989,0.00093083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978787,0.000028105851,0.000015864684,0.00004644835,0.000077405835,0.00004442636],"domain_scores_gemma":[0.9995109,0.00011626903,0.00012540283,0.000032746182,0.00012515647,0.000089632995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022556428,0.00045514494,0.00027848064,0.000268349,0.0001565532,0.00027457718,0.00016928044,0.00020653706,0.001236485],"category_scores_gemma":[0.00047680462,0.00015531671,0.0002744387,0.0001861599,0.00020737985,0.00020887991,0.00017134528,0.00048220306,0.00016378939],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002582767,0.00007537234,0.00042586125,0.00009882829,0.000010846823,0.00005396799,0.000046684785,0.00024941057,0.9965503,0.000017389866,0.000021367208,0.0021916765],"study_design_scores_gemma":[0.0000047688395,0.00082574884,0.0069556544,0.0000074547233,0.00002304876,0.000032800686,0.0000356702,0.00048558987,0.99120307,0.0000051598768,0.00041341165,0.000007661011],"about_ca_topic_score_codex":0.001988604,"about_ca_topic_score_gemma":0.0038970544,"teacher_disagreement_score":0.001988604,"about_ca_system_score_codex":0.00018348725,"about_ca_system_score_gemma":0.00023541623,"threshold_uncertainty_score":0.0041365027},"labels":[],"label_agreement":null},{"id":"W3017849396","doi":"10.1061/(asce)mt.1943-5533.0003245","title":"Incorporating the Effects of Climate Change into Bridge Deterioration Modeling: The Case of Slab-on-Girder Highway Bridge Deck Designs across Canada","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Bridge (graph theory); Deck; Durability; Girder; Service life; Climate change; Bridge deck; Engineering; Slab; Civil engineering; Environmental science; Forensic engineering; Structural engineering; Computer science; Geology; Reliability engineering","score_opus":0.033530526531397695,"score_gpt":0.2496308579840112,"score_spread":0.21610033145261348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017849396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99266666,0.00006801604,0.0037251825,0.00007731263,0.0000048330717,0.000030484607,0.00025322023,0.000034147393,0.0031401718],"genre_scores_gemma":[0.99644816,0.000059211314,0.0022089146,0.000011945835,0.0000010647643,0.00001021493,0.00009843883,0.000008007184,0.0011541495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998122,0.000040734674,0.000006931637,0.000038727692,0.00003837892,0.00006306758],"domain_scores_gemma":[0.9995865,0.0001381554,0.000038530947,0.00002522356,0.00017522954,0.00003636546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058155763,0.00045858583,0.0003574929,0.00049031444,0.000956745,0.0008428515,0.0011464243,0.00085454306,0.000923822],"category_scores_gemma":[0.0010276292,0.00031134757,0.0006275552,0.0004893218,0.00058774406,0.00031866936,0.00042936846,0.0004941358,0.00007933533],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002651427,0.000025366096,0.01118412,0.000014887987,0.000011504578,0.000073816846,0.00006373236,0.9848872,0.0012088085,0.0003763422,0.00008402906,0.0020437893],"study_design_scores_gemma":[0.0000075449734,0.000040256225,0.009982734,0.0000048392844,0.000015651567,0.00001676077,0.00013612986,0.9886439,0.00065970863,0.00013584754,0.0003463742,0.000010267976],"about_ca_topic_score_codex":0.8646282,"about_ca_topic_score_gemma":0.8889326,"teacher_disagreement_score":0.1353718,"about_ca_system_score_codex":0.009584507,"about_ca_system_score_gemma":0.0055965898,"threshold_uncertainty_score":0.27233803},"labels":[],"label_agreement":null},{"id":"W3023408110","doi":"10.1061/(asce)mt.1943-5533.0003271","title":"Effect of Tensile-Strain Rate on Mechanical Properties of High-Strength Q460 Steel at Elevated Temperatures","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science; Ultimate tensile strength; Composite material; Ductility (Earth science); Strain rate; Elastic modulus; Tensile testing; Creep","score_opus":0.007748221149630349,"score_gpt":0.19105922808795783,"score_spread":0.18331100693832747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023408110","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99756217,0.00048338994,0.0011084497,0.000023267352,0.000018159644,0.000013359112,0.000093430106,0.000040337065,0.00065736857],"genre_scores_gemma":[0.9984427,0.00018809848,0.000716331,0.00001730751,0.0000058680043,0.000006487884,0.00010988054,0.000025380923,0.0004878201],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992787,0.000107420834,0.00006933157,0.00010712558,0.0003457474,0.00009166232],"domain_scores_gemma":[0.9985207,0.00039817957,0.0003535265,0.00015826522,0.00044318737,0.00012615118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000637109,0.0006287591,0.00046145957,0.00030062898,0.00023522842,0.00035568335,0.0003074636,0.0004201148,0.0013899045],"category_scores_gemma":[0.0012707907,0.00034353815,0.00042448947,0.0002836807,0.00035039382,0.0004214228,0.00018046987,0.0004042625,0.0005183101],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045142754,0.000031632546,0.001989708,0.000089984605,0.000020972939,0.00015774366,0.00005954827,0.0009506182,0.9938206,0.000016347953,0.00003367209,0.0023777129],"study_design_scores_gemma":[0.000014783443,0.0009628549,0.02791401,0.0000100634115,0.000035491546,0.00014576312,0.00006763891,0.0018293762,0.9684709,0.000014894246,0.0005147128,0.000019653207],"about_ca_topic_score_codex":0.0009994165,"about_ca_topic_score_gemma":0.002039409,"teacher_disagreement_score":0.0013899045,"about_ca_system_score_codex":0.00026020306,"about_ca_system_score_gemma":0.00020436813,"threshold_uncertainty_score":0.004649639},"labels":[],"label_agreement":null},{"id":"W3030840730","doi":"10.1061/(asce)mt.1943-5533.0003297","title":"Effects of Curing Method on Properties and Salt-Scaling Resistance of Concrete under Lab Testing","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Curing (chemistry); Cementitious; Fly ash; Carbonation; Materials science; Composite material; Mortar; Pozzolan; Cement; Scaling; Portland cement; Mathematics","score_opus":0.03221408587155142,"score_gpt":0.24662038132845576,"score_spread":0.21440629545690434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3030840730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977337,0.0003442947,0.0011085611,0.000018755618,0.000017452958,0.000029286826,0.0001370891,0.00006123255,0.0005496218],"genre_scores_gemma":[0.9962437,0.000329196,0.0021299163,0.000025938598,0.000012999234,0.000034054825,0.00013650345,0.00006459186,0.0010231689],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99918073,0.0001465355,0.00010160852,0.00015974276,0.00031378563,0.00009762459],"domain_scores_gemma":[0.9979911,0.00077517045,0.0004970609,0.00024009171,0.00032789088,0.00016877732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006096294,0.00076106284,0.0004085275,0.000293143,0.00023649992,0.00033118168,0.00026179466,0.00039729412,0.0020101545],"category_scores_gemma":[0.0018859081,0.00028663155,0.0003982292,0.00030354588,0.00032123865,0.00044365894,0.00031519518,0.00065354427,0.0003779343],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028929464,0.00009616892,0.0007622698,0.00007178479,0.000012325116,0.000059847247,0.00012214544,0.00022695672,0.99638426,0.000011780644,0.000018959987,0.0019441057],"study_design_scores_gemma":[0.000004056524,0.0014328702,0.0046791336,0.000005705774,0.000024796835,0.000046882502,0.000069421054,0.00040622635,0.9930264,0.000007640465,0.00028550363,0.000011580431],"about_ca_topic_score_codex":0.0004385022,"about_ca_topic_score_gemma":0.00079710054,"teacher_disagreement_score":0.0020101545,"about_ca_system_score_codex":0.00014821251,"about_ca_system_score_gemma":0.00017167415,"threshold_uncertainty_score":0.0067246556},"labels":[],"label_agreement":null},{"id":"W3041787110","doi":"10.1061/(asce)mt.1943-5533.0003312","title":"Eco-Friendly Mitigation of Alkali-Silica Reaction in Concrete Using Waste-Marble Powder","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Alkali–silica reaction; Environmentally friendly; Cement; Mortar; Combustion; Fly ash; Materials science; Compressive strength; Waste management; Ettringite; Environmental science; Scanning electron microscope; Composite material; Portland cement; Chemistry; Engineering","score_opus":0.016178995472536154,"score_gpt":0.24015667820787667,"score_spread":0.22397768273534052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041787110","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99328315,0.0016659704,0.0037712727,0.000055936143,0.000015672404,0.00002676926,0.000052362953,0.000035458568,0.0010934072],"genre_scores_gemma":[0.9943727,0.0008703335,0.003817797,0.000022163847,0.0000047680746,0.000011921021,0.0000353059,0.000007091115,0.0008578811],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984074,0.000026182932,0.0000126031255,0.000029320474,0.00006547398,0.000025688021],"domain_scores_gemma":[0.99990666,0.000012368546,0.000046485646,0.000008723481,0.00001689155,0.00000883458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016981264,0.00030429603,0.00023674154,0.00022294694,0.00014368,0.00026096954,0.00019031059,0.00029009808,0.00043942864],"category_scores_gemma":[0.00012978024,0.00013748226,0.00035055555,0.00013810494,0.00016535925,0.00033696805,0.00021883215,0.0002860375,0.0001763371],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038004786,0.000019872152,0.00029809237,0.00007981334,0.000006303704,0.00006414907,0.000011756738,0.000225724,0.9972608,0.000042343054,0.000010276074,0.0019428085],"study_design_scores_gemma":[0.0000020960767,0.00027135495,0.0010740375,0.0000059587087,0.000010530297,0.0000834808,0.000017836663,0.0005838527,0.9973144,0.000020991503,0.000611544,0.0000037268098],"about_ca_topic_score_codex":0.00044306763,"about_ca_topic_score_gemma":0.002211723,"teacher_disagreement_score":0.00044306763,"about_ca_system_score_codex":0.000111600086,"about_ca_system_score_gemma":0.00021224386,"threshold_uncertainty_score":0.0014700294},"labels":[],"label_agreement":null},{"id":"W3087710693","doi":"10.1061/(asce)mt.1943-5533.0003444","title":"Durability Evaluation of Green-Engineered Cementitious Composite Incorporating Glass as Aggregate","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Durability; Materials science; Cementitious; Composite material; Aggregate (composite); Composite number; Alkali–silica reaction; Glass recycling; Cement","score_opus":0.02322609386812381,"score_gpt":0.24189587929121897,"score_spread":0.21866978542309518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3087710693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99786985,0.0006511353,0.0007158638,0.000010713908,0.000013122498,0.0000085027705,0.00009027657,0.00002520225,0.0006153827],"genre_scores_gemma":[0.99750155,0.00038075767,0.0012005417,0.000012569371,0.0000033251058,0.000008108386,0.00007794194,0.000007779176,0.00080742803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997937,0.000024174522,0.00002150594,0.000035650573,0.000100523925,0.000024595058],"domain_scores_gemma":[0.99974257,0.000053630574,0.00007225432,0.0000133882595,0.00008890222,0.000029293114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027843285,0.00024276509,0.0002023566,0.0004184828,0.00020424246,0.00016854907,0.00015914041,0.0003314328,0.00072057394],"category_scores_gemma":[0.00023069252,0.00015806983,0.00027207183,0.00029777017,0.00014119025,0.0002618291,0.00014896243,0.00038750732,0.00014647457],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008686962,0.000026912547,0.0004801891,0.00006386316,0.000005812048,0.000055114415,0.000052434592,0.00026089474,0.9977012,0.000024932513,0.000015433365,0.0012263393],"study_design_scores_gemma":[0.0000036267852,0.0006237246,0.006550969,0.0000069152006,0.000023824054,0.0000880746,0.00006872699,0.0012009852,0.9908853,0.000015726897,0.0005216981,0.000010434872],"about_ca_topic_score_codex":0.00093681633,"about_ca_topic_score_gemma":0.003167174,"teacher_disagreement_score":0.00093681633,"about_ca_system_score_codex":0.0001824287,"about_ca_system_score_gemma":0.0001237758,"threshold_uncertainty_score":0.002410531},"labels":[],"label_agreement":null},{"id":"W3097272797","doi":"10.1061/(asce)mt.1943-5533.0003635","title":"Resistance of Alkali-Activated Binders to Organic Acids Found in Agri-Food Effluents","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Portland cement; Fly ash; Cementitious; Calcium silicate hydrate; Cement; Compressive strength; Calcium hydroxide; Materials science; Ettringite; Lactic acid; Slag (welding); Acetic acid; Chemistry; Waste management; Metallurgy; Organic chemistry; Composite material","score_opus":0.013090178709263508,"score_gpt":0.2313820995731739,"score_spread":0.2182919208639104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097272797","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99862456,0.0006106882,0.00021647483,0.000012709046,0.000007990278,0.000009678855,0.00008107253,0.000012547644,0.0004244307],"genre_scores_gemma":[0.997867,0.0003660098,0.00037798684,0.000010981942,0.0000035564142,0.000006336778,0.00012588142,0.00000995602,0.0012322856],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99942076,0.00007147633,0.0000529597,0.00007467959,0.0002917813,0.000088324385],"domain_scores_gemma":[0.999476,0.0000751226,0.00014315397,0.00002599185,0.00018856807,0.00009120679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036812015,0.00043007697,0.00033393808,0.000651393,0.00023957652,0.0004819859,0.00030590195,0.0003010658,0.0011438968],"category_scores_gemma":[0.00073645596,0.00013953679,0.00030645222,0.00045875701,0.0001848628,0.00028235934,0.00029768076,0.00030637858,0.0002501369],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043885832,0.000052777534,0.0036185726,0.000111957976,0.000029318837,0.00008141614,0.000080442136,0.00043445485,0.9889761,0.000030515042,0.000037702684,0.006107926],"study_design_scores_gemma":[0.000008433723,0.0010549607,0.019497162,0.000018795805,0.000055490316,0.00012604191,0.00023377339,0.0009785111,0.9763574,0.000022701535,0.00163273,0.000013972973],"about_ca_topic_score_codex":0.0033814574,"about_ca_topic_score_gemma":0.005275723,"teacher_disagreement_score":0.0033814574,"about_ca_system_score_codex":0.00027930306,"about_ca_system_score_gemma":0.0002619994,"threshold_uncertainty_score":0.0067235827},"labels":[],"label_agreement":null},{"id":"W3097578770","doi":"10.1061/(asce)mt.1943-5533.0003531","title":"Effects of Brick Powder on the Properties of Asphalt Mixes","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Asphalt; Rut; Materials science; Brick; Demolition waste; Asphalt pavement; Ultimate tensile strength; Creep; Composite material; Filler (materials); Aggregate (composite); Moisture; Demolition; Geotechnical engineering; Civil engineering; Engineering","score_opus":0.017202037800093602,"score_gpt":0.19829073239584175,"score_spread":0.18108869459574814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097578770","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987753,0.00042749237,0.00028749404,0.000006644472,0.000006695921,0.000009928457,0.000035470235,0.000014530781,0.00043635853],"genre_scores_gemma":[0.99847347,0.00023807016,0.0007631665,0.00001157096,0.000004946033,0.0000080904365,0.000039542818,0.000011371662,0.00044968186],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995602,0.00009511689,0.000042214302,0.000074627285,0.00017488853,0.000052963143],"domain_scores_gemma":[0.999691,0.000095256066,0.000090938636,0.000023045552,0.000045683668,0.000054144475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025866454,0.00039188634,0.0003665583,0.00045966156,0.00021240865,0.00039688963,0.00020054587,0.0002539401,0.0011888881],"category_scores_gemma":[0.000500697,0.00017615527,0.0002554605,0.0002524285,0.00019491401,0.00034168785,0.00026511878,0.00033312853,0.00019507727],"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":[0.00067433546,0.00016150961,0.001599672,0.00014631351,0.000034497152,0.0001091228,0.000047699097,0.0002673564,0.9919859,0.000033342872,0.000013402335,0.004926822],"study_design_scores_gemma":[0.000010117808,0.0016868177,0.010333982,0.000007883049,0.00006275401,0.00014011656,0.00007224479,0.0004947808,0.9864829,0.000012545944,0.0006875538,0.000008118792],"about_ca_topic_score_codex":0.00039543322,"about_ca_topic_score_gemma":0.0009373847,"teacher_disagreement_score":0.0011888881,"about_ca_system_score_codex":0.0001199618,"about_ca_system_score_gemma":0.000114216775,"threshold_uncertainty_score":0.0039771795},"labels":[],"label_agreement":null},{"id":"W3106703867","doi":"10.1061/(asce)mt.1943-5533.0003553","title":"Geomaterial Characterization and Stability Assessment of Hydraulic Fill Dams","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Intertek (Canada)","funders":"","keywords":"Geotechnical engineering; Geology; Stability (learning theory); Visualization; Slope stability; Engineering; Computer science","score_opus":0.009420929974796892,"score_gpt":0.2130539203697911,"score_spread":0.2036329903949942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3106703867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98210824,0.00006878669,0.016904907,0.000015565889,0.000003390233,0.000017404976,0.00013515879,0.000062732026,0.00068375183],"genre_scores_gemma":[0.9959038,0.000041653406,0.003756385,0.0000030066685,0.0000010782528,0.000006505928,0.0000615934,0.000007247947,0.00021876839],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983764,0.000027713162,0.000008257789,0.00002657266,0.000083561215,0.000016216947],"domain_scores_gemma":[0.9995937,0.00010980345,0.00011592225,0.00002761244,0.00013575012,0.000017260649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004048912,0.0002750729,0.00014317589,0.0014345885,0.00027298412,0.00044312194,0.00021542789,0.00031780225,0.0006389737],"category_scores_gemma":[0.0008226877,0.00013982915,0.00017019243,0.0004955515,0.0003106203,0.00042222303,0.00027595498,0.0001476677,0.00011115328],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041203803,0.00013916692,0.10175224,0.00022849951,0.00003952799,0.0009905179,0.0010288241,0.16057548,0.64724565,0.0012734589,0.00029248063,0.08602213],"study_design_scores_gemma":[0.000011266041,0.0005355155,0.26852864,0.000047646612,0.00004899452,0.00066936505,0.0016475513,0.40019834,0.3250567,0.0007724164,0.002395844,0.00008772751],"about_ca_topic_score_codex":0.0019756726,"about_ca_topic_score_gemma":0.005077553,"teacher_disagreement_score":0.0019756726,"about_ca_system_score_codex":0.00030570166,"about_ca_system_score_gemma":0.00026938258,"threshold_uncertainty_score":0.0039283037},"labels":[],"label_agreement":null},{"id":"W3108555801","doi":"10.1061/(asce)mt.1943-5533.0003564","title":"Chemical, Morphological, and Fundamental Properties of Rejuvenated Asphalt Binders","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","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":"Memorial University of Newfoundland","funders":"","keywords":"Asphalt; Materials science; Composite material; Microstructure; Styrene-butadiene; Durability; Styrene","score_opus":0.029735002353009948,"score_gpt":0.21285594950403733,"score_spread":0.1831209471510274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108555801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99317896,0.0022187617,0.0027198622,0.000024223897,0.000015251355,0.000020519221,0.00026446604,0.00005580523,0.0015022153],"genre_scores_gemma":[0.99620384,0.0008567554,0.001422335,0.000021532665,0.000005582206,0.000015189443,0.00017389432,0.000025542206,0.0012753699],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965787,0.000021445267,0.000019840232,0.000049793314,0.00020491565,0.000046179044],"domain_scores_gemma":[0.99976665,0.000029236604,0.000082895174,0.00001682703,0.0000799698,0.00002439741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017725177,0.00039123328,0.0002313628,0.000867263,0.00021188273,0.00031839602,0.00017157351,0.0003219702,0.0010056319],"category_scores_gemma":[0.00036171073,0.00014588315,0.00027777185,0.00046403497,0.00018060018,0.0004107258,0.0001635843,0.00035467042,0.00017932132],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047482434,0.000018192359,0.0011911986,0.00007281212,0.0000095906225,0.00008378299,0.000030888572,0.00037120446,0.9930074,0.000048556696,0.00002640352,0.005092434],"study_design_scores_gemma":[0.000002436305,0.0001443492,0.017534649,0.0000076932465,0.00003313689,0.00029478618,0.000089637164,0.0011463217,0.9789762,0.00004270785,0.0017169631,0.0000111799845],"about_ca_topic_score_codex":0.0010660508,"about_ca_topic_score_gemma":0.0022225217,"teacher_disagreement_score":0.0010660508,"about_ca_system_score_codex":0.000254106,"about_ca_system_score_gemma":0.00010949459,"threshold_uncertainty_score":0.0033641458},"labels":[],"label_agreement":null},{"id":"W3109368895","doi":"10.1061/(asce)mt.1943-5533.0003583","title":"Dynamic Characterization of Tire Derived Aggregates","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Shear modulus; Materials science; Dynamic modulus; Shear (geology); Aggregate (composite); Composite material; Modulus; Geotechnical engineering; Ranging; Amplitude; Range (aeronautics); Dynamic mechanical analysis; Geology; Physics","score_opus":0.006124829803688572,"score_gpt":0.18082523014600596,"score_spread":0.17470040034231737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3109368895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9891016,0.0004835047,0.008392161,0.000021990963,0.000012117584,0.0000399074,0.00064058177,0.000056020028,0.0012520392],"genre_scores_gemma":[0.9927079,0.00042234623,0.0046267537,0.000033231256,0.000008003624,0.00005823346,0.000675086,0.000021144433,0.0014472719],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996209,0.000024965624,0.000025835663,0.00008601587,0.00019021079,0.000052038584],"domain_scores_gemma":[0.99959284,0.000054477983,0.000069505455,0.000026823178,0.00022383356,0.00003260244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031223515,0.00023126729,0.00024545466,0.0011958161,0.00035706357,0.00035167404,0.0002115307,0.0002623246,0.0007546645],"category_scores_gemma":[0.00039279257,0.0001381804,0.00021062062,0.000672183,0.0002186457,0.0003063827,0.00026269202,0.00039572906,0.00028009905],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023956689,0.000015339474,0.0015939712,0.000028622952,0.0000051715933,0.00004777191,0.00007680695,0.00049284473,0.99452305,0.000034703175,0.000035058772,0.0031226734],"study_design_scores_gemma":[0.000005323971,0.00029712927,0.047937457,0.000008493851,0.000023270433,0.00019889884,0.00025890558,0.0073273345,0.9407529,0.000071984876,0.0030943574,0.00002392667],"about_ca_topic_score_codex":0.0012848899,"about_ca_topic_score_gemma":0.0023202167,"teacher_disagreement_score":0.0012848899,"about_ca_system_score_codex":0.00022026083,"about_ca_system_score_gemma":0.00015325536,"threshold_uncertainty_score":0.002554834},"labels":[],"label_agreement":null},{"id":"W3115739774","doi":"10.1061/(asce)mt.1943-5533.0003600","title":"Ballistic Resistance of UHPFRC Panels Subjected to Armor-Piercing Projectiles","year":2020,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"High-Velocity Impact and Material Behavior","field":"Materials Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Armour; Projectile; Materials science; Composite material; Ballistics; Ballistic impact; Impact crater; Structural engineering; Fiber; Fiber-reinforced concrete; Engineering","score_opus":0.025423709051149462,"score_gpt":0.2527349035442416,"score_spread":0.22731119449309214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3115739774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997267,0.00008699801,0.0022019546,0.0000063316515,0.00000652518,0.000008663359,0.000047462443,0.000026806129,0.00034832006],"genre_scores_gemma":[0.99730754,0.00007906433,0.0014533788,0.000008613046,0.0000016030319,0.0000073170436,0.00009222714,0.000016280268,0.0010340718],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995053,0.00004355817,0.000019661273,0.00008423863,0.00026041406,0.00008679744],"domain_scores_gemma":[0.9994832,0.00008307733,0.00013355774,0.000058437097,0.00017738398,0.00006426235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004312486,0.0004303105,0.00035266852,0.0004102994,0.00030808803,0.00036702125,0.00032947637,0.00040639174,0.0011750517],"category_scores_gemma":[0.00065050833,0.00024184468,0.000364649,0.0001955432,0.000307038,0.00029695735,0.00038901693,0.00034369953,0.00040055515],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040096516,0.00008070314,0.012659041,0.000108585424,0.000034813325,0.0004604139,0.00023945303,0.015800353,0.95689887,0.00007829951,0.000117240554,0.013121245],"study_design_scores_gemma":[0.0000134501415,0.0017958893,0.10143817,0.000030260853,0.00008600094,0.0004838556,0.00070887816,0.04550365,0.84821105,0.00009508548,0.0015757135,0.000057921505],"about_ca_topic_score_codex":0.0016310829,"about_ca_topic_score_gemma":0.0028308465,"teacher_disagreement_score":0.0016310829,"about_ca_system_score_codex":0.00022696459,"about_ca_system_score_gemma":0.0001650508,"threshold_uncertainty_score":0.0039309263},"labels":[],"label_agreement":null},{"id":"W3124747112","doi":"10.1061/(asce)mt.1943-5533.0003626","title":"Crack Self-Healing in NaOH-Activated Slag-Based Composites Incorporating Calcium Hydroxide","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","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":"Western University","funders":"","keywords":"Materials science; Scanning electron microscope; Calcium hydroxide; Composite material; Portland cement; Cement; Energy-dispersive X-ray spectroscopy; Hydroxide; Chemical engineering","score_opus":0.01476985876877996,"score_gpt":0.24490728067585898,"score_spread":0.23013742190707903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3124747112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984484,0.00040909444,0.0008577567,0.0000072520734,0.00000653458,0.000006720479,0.000022285232,0.000029413703,0.00021250537],"genre_scores_gemma":[0.99854326,0.00013751944,0.0009338862,0.000006729969,0.0000013609978,0.000003899385,0.000018747009,0.0000063331554,0.00034825996],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998889,0.00001269987,0.000007896117,0.000018576548,0.00005137291,0.000020577118],"domain_scores_gemma":[0.9998348,0.000037592614,0.000055913773,0.000013208651,0.00003649346,0.000022044787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014957732,0.00022432822,0.00016390046,0.00035763503,0.000096801414,0.00016263186,0.000120319324,0.00022533124,0.0004053639],"category_scores_gemma":[0.00017977378,0.00015286845,0.00018604384,0.00013904933,0.00018914755,0.00022377176,0.00013480986,0.00025610457,0.000084371655],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029325496,0.0000055419655,0.00012830662,0.000025706637,0.0000018283201,0.000019741829,0.0000143524085,0.000110733024,0.998953,0.000010471007,0.0000040160667,0.00069699885],"study_design_scores_gemma":[0.0000034681739,0.00012490453,0.0023697843,0.0000039114107,0.0000066355624,0.000037474038,0.000027426975,0.0014911433,0.9956683,0.000010125911,0.0002533603,0.00000351661],"about_ca_topic_score_codex":0.0006147947,"about_ca_topic_score_gemma":0.0024933738,"teacher_disagreement_score":0.0006147947,"about_ca_system_score_codex":0.00012650136,"about_ca_system_score_gemma":0.00012138981,"threshold_uncertainty_score":0.0013561249},"labels":[],"label_agreement":null},{"id":"W3125328988","doi":"10.1061/(asce)mt.1943-5533.0003614","title":"Effect of RAP Source on Compactability and Behavior of Cold-Recycled Mixtures in the Small Strain Domain","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; École de Technologie Supérieure","funders":"","keywords":"Gradation; Compaction; Materials science; Asphalt; Rheology; Aggregate (composite); Modulus; Composite material; Computer science","score_opus":0.00969465561942737,"score_gpt":0.24233585638601196,"score_spread":0.2326412007665846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3125328988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99856013,0.00049875554,0.00046537255,0.000011653242,0.0000054627485,0.000007090023,0.00006341322,0.000015230425,0.0003729128],"genre_scores_gemma":[0.9986078,0.00030284192,0.0006127992,0.0000100140805,0.0000031098389,0.000009060929,0.000081565864,0.000011839226,0.0003609483],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995784,0.00006483805,0.0000468753,0.00009113927,0.00017071658,0.000048057165],"domain_scores_gemma":[0.9994024,0.00021691364,0.00015281982,0.00004355443,0.00012911425,0.000055140044],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043577532,0.00044351237,0.00034565484,0.0006790768,0.00018963496,0.00034883065,0.000250001,0.00027748148,0.0011116597],"category_scores_gemma":[0.00094617927,0.00018762435,0.00023893254,0.0004939361,0.0002499445,0.00058523164,0.00029872416,0.00043930992,0.00019239161],"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":[0.00089940755,0.00013227535,0.0021948991,0.00014618428,0.000025172587,0.00015995537,0.00013225453,0.0013215173,0.98782593,0.00007377779,0.000045919063,0.007042606],"study_design_scores_gemma":[0.000008155303,0.000981444,0.008500308,0.000012848852,0.000040644394,0.00007233151,0.00009622671,0.0019095965,0.98783946,0.000015937687,0.0005115172,0.000011623678],"about_ca_topic_score_codex":0.0008591204,"about_ca_topic_score_gemma":0.0016377782,"teacher_disagreement_score":0.0011116597,"about_ca_system_score_codex":0.00018526583,"about_ca_system_score_gemma":0.00013184207,"threshold_uncertainty_score":0.003718853},"labels":[],"label_agreement":null},{"id":"W3133418414","doi":"10.1061/(asce)mt.1943-5533.0003695","title":"Nonlinear Time-Dependent Mechanical Behavior of Medium-Density Polyethylene Pipe Material","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Creep; Ultimate tensile strength; Stress relaxation; Strain rate; Composite material; Polyethylene; Stress (linguistics); Stress–strain curve; Deformation (meteorology); Tensile testing; Nonlinear system; Material properties; Finite element method; Structural engineering; Engineering","score_opus":0.005727462635250285,"score_gpt":0.20206942189159313,"score_spread":0.19634195925634285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133418414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99072415,0.0001886159,0.007198915,0.00004020455,0.000008415252,0.00001844209,0.00011709796,0.00005342659,0.0016507234],"genre_scores_gemma":[0.9973429,0.00009853492,0.001301403,0.000010055057,0.0000017977625,0.00000890438,0.00007320245,0.000005380268,0.0011578456],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998221,0.000015244146,0.0000072170155,0.00003815439,0.00010184104,0.000015529875],"domain_scores_gemma":[0.99968064,0.00009951527,0.00008166666,0.000034628614,0.00008772966,0.000015902622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022412086,0.00022621317,0.00010131623,0.0002643994,0.000110497014,0.0001470778,0.00025381448,0.0002902029,0.0010305645],"category_scores_gemma":[0.00060144946,0.00013726902,0.00013865266,0.00022762665,0.00029947612,0.00036567298,0.00014760534,0.0002023589,0.00017379518],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001232921,0.00007655505,0.009123456,0.00012738026,0.000008876414,0.0004287922,0.00020481333,0.023150276,0.9541007,0.00039524707,0.00018641211,0.012074098],"study_design_scores_gemma":[0.0000140898865,0.0007602918,0.0694025,0.00002370429,0.0000154556,0.00044748196,0.0001878623,0.27266645,0.6539401,0.0002414812,0.0022497738,0.00005083117],"about_ca_topic_score_codex":0.0007845261,"about_ca_topic_score_gemma":0.0014315587,"teacher_disagreement_score":0.0010305645,"about_ca_system_score_codex":0.00021171231,"about_ca_system_score_gemma":0.00016448474,"threshold_uncertainty_score":0.0034475923},"labels":[],"label_agreement":null},{"id":"W3134137060","doi":"10.1061/(asce)mt.1943-5533.0003700","title":"Initial Assessment of Liquefied Scrap Tire Concrete","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Intertek (Canada)","funders":"","keywords":"Scrap; Flexural strength; Materials science; Compressive strength; Composite material; Toughness; Waste management; Engineering; Metallurgy","score_opus":0.013077135921047174,"score_gpt":0.2660225881855416,"score_spread":0.2529454522644944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134137060","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970919,0.00024111575,0.001643235,0.0000102794,0.000001906315,0.000028940194,0.000079888,0.000019854466,0.0008827608],"genre_scores_gemma":[0.9948265,0.00023589873,0.0030556312,0.0000120027735,0.000001462806,0.000015969845,0.00013122568,0.000008976264,0.0017123522],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995105,0.00007809058,0.00002708686,0.0000578784,0.0002749061,0.000051573687],"domain_scores_gemma":[0.9994541,0.00008424757,0.000054370157,0.000024813402,0.0003185185,0.000064108004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005757345,0.0003773921,0.0002902151,0.00042863074,0.0002639994,0.00029523647,0.00034346696,0.000470283,0.0017808727],"category_scores_gemma":[0.00091938855,0.00017748652,0.00018214574,0.00021402077,0.0003610804,0.0004096346,0.00041174152,0.00029763396,0.00025174062],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032384534,0.00003584588,0.0036975057,0.0001201623,0.000009519424,0.00016343367,0.00014900188,0.0010740154,0.98831904,0.000035971112,0.000018894298,0.0060526603],"study_design_scores_gemma":[0.0000065430213,0.0017293415,0.019557763,0.000015991307,0.00002531376,0.00013486807,0.00025886556,0.0031608392,0.97350883,0.00002634764,0.001563649,0.0000117356185],"about_ca_topic_score_codex":0.0036761921,"about_ca_topic_score_gemma":0.013509183,"teacher_disagreement_score":0.0036761921,"about_ca_system_score_codex":0.00035428078,"about_ca_system_score_gemma":0.00030034306,"threshold_uncertainty_score":0.0073096156},"labels":[],"label_agreement":null},{"id":"W3178088353","doi":"10.1061/(asce)mt.1943-5533.0003915","title":"Influence of Biochar Particle Size Fractions on Thermal and Mechanical Properties of Biochar-Amended Soil","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Biochar; Silt; Amendment; Compressive strength; Thermal conductivity; Materials science; Particle size; Soil thermal properties; Soil water; Compaction; Composite material; Environmental science; Soil science; Waste management; Chemistry; Hydraulic conductivity; Geology; Pyrolysis","score_opus":0.010063647910768372,"score_gpt":0.1966779474047363,"score_spread":0.1866142994939679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3178088353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984652,0.00041813578,0.0002699774,0.000017714001,0.000013703693,0.000015427928,0.00026641507,0.000011852559,0.0005215149],"genre_scores_gemma":[0.9981665,0.00032857616,0.0006694489,0.0000261826,0.0000051677303,0.000020702288,0.00020580801,0.000008570608,0.00056914793],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977094,0.000029635014,0.000027418964,0.00006120377,0.000062045685,0.000048774353],"domain_scores_gemma":[0.9997491,0.00008095063,0.00006200931,0.000013843,0.000052898187,0.00004124342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019250391,0.000379078,0.00032602213,0.0002896139,0.00019484025,0.0005022848,0.00017740548,0.00025256813,0.0006028142],"category_scores_gemma":[0.00031685835,0.00014396085,0.0002725701,0.00029202417,0.00021994667,0.00022639055,0.00017049651,0.00044196373,0.00009695385],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035565172,0.00006759728,0.0021471486,0.0001350284,0.000025096173,0.00006952284,0.000037583028,0.0004973725,0.9935315,0.00003173782,0.000032076372,0.0030696834],"study_design_scores_gemma":[0.000016274022,0.0010059924,0.030516349,0.000027385011,0.00006539868,0.00007179661,0.0001906803,0.0013916983,0.9651733,0.00006213088,0.0014603703,0.000018696643],"about_ca_topic_score_codex":0.0022350578,"about_ca_topic_score_gemma":0.0035667415,"teacher_disagreement_score":0.0022350578,"about_ca_system_score_codex":0.00022585952,"about_ca_system_score_gemma":0.00021493321,"threshold_uncertainty_score":0.0044440627},"labels":[],"label_agreement":null},{"id":"W3186081444","doi":"10.1061/(asce)mt.1943-5533.0003891","title":"Influence of Different Dosages of Limestone Dust and Charcoal on the Properties of Lightweight Cement Composites","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Hygrothermal properties of building materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Cascades (Canada)","funders":"","keywords":"Cement; Materials science; Composite material; Charcoal; Composite number; Mortar; Metallurgy","score_opus":0.012218764077462491,"score_gpt":0.18815008440662254,"score_spread":0.17593132032916003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3186081444","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998293,0.00058687414,0.00031154894,0.000012518978,0.000015058835,0.000011673879,0.00006479971,0.000017766857,0.00068679376],"genre_scores_gemma":[0.9985019,0.00031124734,0.00065256015,0.000016444565,0.000005626595,0.000011711832,0.00005021562,0.000018985884,0.00043137185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996371,0.000058710782,0.00004264552,0.00006845309,0.00013548504,0.000057528123],"domain_scores_gemma":[0.9993574,0.00026079873,0.00014916716,0.00004434185,0.0001150659,0.00007323184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026641283,0.00045972248,0.00028869286,0.00035143728,0.00018783862,0.00035524435,0.00015360149,0.00027855896,0.0010247363],"category_scores_gemma":[0.0008251557,0.00019576632,0.00022435945,0.00027263715,0.0002801677,0.0003171751,0.00017047765,0.0004056718,0.00016145864],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034332892,0.00004529872,0.00047528098,0.000095552045,0.000012968081,0.00007485417,0.000053451804,0.00029895958,0.9967284,0.000020694653,0.000018782594,0.0018322964],"study_design_scores_gemma":[0.0000060962593,0.00035452048,0.0032266886,0.0000052414543,0.000022049087,0.00003285157,0.000035487905,0.0004023683,0.99553466,0.000007088016,0.00036474987,0.000008306756],"about_ca_topic_score_codex":0.00070596137,"about_ca_topic_score_gemma":0.0017161049,"teacher_disagreement_score":0.0010247363,"about_ca_system_score_codex":0.00018136586,"about_ca_system_score_gemma":0.00015365996,"threshold_uncertainty_score":0.003428042},"labels":[],"label_agreement":null},{"id":"W3189849981","doi":"10.1061/(asce)mt.1943-5533.0003922","title":"Residual Mechanical Properties of BPRCC under Cyclic Environmental Conditions","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Materials science; Composite material; Flexural strength; Compressive strength; Pellets; Toughness; Basalt fiber; Cement; Composite number; Cementitious; Residual strength; Fiber","score_opus":0.01374408476145979,"score_gpt":0.20349085750355084,"score_spread":0.18974677274209104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189849981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733824,0.0005682162,0.0010377555,0.000014481728,0.000020811172,0.000018582374,0.00022970002,0.000041856023,0.00073038833],"genre_scores_gemma":[0.99689,0.00022897359,0.00075481704,0.000021478745,0.000005176254,0.000018959285,0.000399152,0.00002408129,0.0016572673],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970216,0.000018116554,0.0000137556,0.000054573495,0.00015934337,0.00005205602],"domain_scores_gemma":[0.99959654,0.00004155861,0.00007420615,0.00003759305,0.00016517847,0.00008491477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024295841,0.00038009862,0.00024657443,0.00030328464,0.00023842687,0.00018861896,0.00017481,0.00031709496,0.0020040027],"category_scores_gemma":[0.00033625387,0.00015271736,0.00018432229,0.00019518369,0.00021065859,0.0001742628,0.00018246158,0.0004893246,0.00036235803],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069633075,0.000013412882,0.0005049849,0.000040796982,0.0000059872787,0.000044897268,0.000025896079,0.00021812708,0.99784195,0.000011895968,0.00002019957,0.0012023167],"study_design_scores_gemma":[0.0000035613016,0.0006863888,0.022013161,0.000010932151,0.00002262938,0.0001880483,0.000091190836,0.00088833953,0.9741864,0.000019544243,0.0018772873,0.000012458017],"about_ca_topic_score_codex":0.0017843405,"about_ca_topic_score_gemma":0.0040815054,"teacher_disagreement_score":0.0020040027,"about_ca_system_score_codex":0.00015068245,"about_ca_system_score_gemma":0.00024132551,"threshold_uncertainty_score":0.0067040324},"labels":[],"label_agreement":null},{"id":"W3211052319","doi":"10.1061/(asce)mt.1943-5533.0004036","title":"Flexural and Shear Performance of Wood Composite Panel with Embedded Cross-Laminations","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Composite number; Composite material; Cross laminated timber; Stiffness; Materials science; Flexural strength; Shear (geology); Bending; Bending stiffness; Neutral axis; Structural engineering; Flexural rigidity; Engineering","score_opus":0.01216739186182816,"score_gpt":0.2057410402560563,"score_spread":0.19357364839422814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211052319","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924624,0.000055568224,0.00054085645,0.0000016395425,0.0000032804003,0.0000020267166,0.000017419174,0.000009028016,0.00012392014],"genre_scores_gemma":[0.99841344,0.000048395585,0.0010511187,0.0000065487056,0.0000020955467,0.0000034493166,0.000060614544,0.0000052872197,0.00040897753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983,0.000015175426,0.000009622034,0.000047437705,0.00006576069,0.000031951968],"domain_scores_gemma":[0.9997266,0.000046759455,0.000056260524,0.000025752563,0.00007182461,0.00007278639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027941464,0.00042567917,0.00020738856,0.00043111687,0.000141924,0.00015766085,0.00017527699,0.0002596249,0.0014022785],"category_scores_gemma":[0.00021766414,0.00020480859,0.00019198259,0.00019590188,0.00018920383,0.00019109428,0.00021539892,0.00020494613,0.00018432211],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010246632,0.00001831316,0.0011929774,0.000022913182,0.000007207065,0.000059053396,0.00002123835,0.00045445832,0.99686325,0.000007898612,0.000008458649,0.0012417223],"study_design_scores_gemma":[0.000023242592,0.0021277831,0.076086946,0.000011611784,0.000051726412,0.00030828879,0.0001401117,0.0057342174,0.9149541,0.000020934207,0.0005180592,0.000022973341],"about_ca_topic_score_codex":0.00043399396,"about_ca_topic_score_gemma":0.0014747495,"teacher_disagreement_score":0.0014022785,"about_ca_system_score_codex":0.00008229829,"about_ca_system_score_gemma":0.0000849971,"threshold_uncertainty_score":0.004691124},"labels":[],"label_agreement":null},{"id":"W3214849714","doi":"10.1061/(asce)mt.1943-5533.0004067","title":"Comparing Short-Term Performance of Corrugated HDPE Pipe Made with or without Recycled Resins for Transportation Infrastructure Applications","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"High-density polyethylene; Durability; Polyethylene; Environmental science; Materials science; Waste management; Composite material; Engineering","score_opus":0.010107003728889485,"score_gpt":0.21878214839686355,"score_spread":0.20867514466797407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214849714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983027,0.00042068903,0.00061703764,0.0000066475823,0.000013571521,0.000014860818,0.00018328281,0.000018053688,0.00042318887],"genre_scores_gemma":[0.9961599,0.00031945188,0.00096633006,0.000009666788,0.0000065304484,0.000021184558,0.00044965808,0.000019528026,0.0020478063],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996307,0.000049170678,0.000031709635,0.00008412403,0.0001601942,0.0000441752],"domain_scores_gemma":[0.9989967,0.00017109673,0.00015272675,0.00011446409,0.00048479537,0.00008024039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047724388,0.0004512629,0.00036967752,0.0005769743,0.00033568376,0.0003359112,0.0003341693,0.0005104698,0.0013907937],"category_scores_gemma":[0.0008321877,0.00018059192,0.00048295263,0.0004844162,0.0002275392,0.0006278142,0.00029496555,0.0003761377,0.00047860923],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083342195,0.0002683952,0.010395187,0.00027698945,0.0000666692,0.00018892156,0.0002685857,0.001729492,0.9721077,0.000037430003,0.000105271385,0.013722033],"study_design_scores_gemma":[0.000011075355,0.0061993096,0.1210014,0.000020418893,0.00018483288,0.00022918671,0.0004975832,0.0022776718,0.86770505,0.000034977995,0.0017933301,0.000045151886],"about_ca_topic_score_codex":0.0012199536,"about_ca_topic_score_gemma":0.002792845,"teacher_disagreement_score":0.0013907937,"about_ca_system_score_codex":0.00022333459,"about_ca_system_score_gemma":0.00013293517,"threshold_uncertainty_score":0.0046526194},"labels":[],"label_agreement":null},{"id":"W3215989011","doi":"10.1061/(asce)mt.1943-5533.0004061","title":"Effect of Stray Current on Cement-Based Materials under Sulfate Attack","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Stray voltage; Sulfate; Gypsum; Ettringite; Current (fluid); Cement; Materials science; Composite material; Metallurgy; Corrosion; Geology; Portland cement","score_opus":0.015489403905477626,"score_gpt":0.26219088817200537,"score_spread":0.24670148426652774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215989011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993647,0.00016129654,0.00022030882,0.000007989698,0.0000037673954,0.0000066744583,0.000026834705,0.000008140764,0.00020030404],"genre_scores_gemma":[0.99895966,0.00015171293,0.00033210005,0.000017268068,0.000002273106,0.0000046882815,0.000037898255,0.0000057406482,0.0004885982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998221,0.000021756972,0.000012783143,0.000036638692,0.000068527625,0.000038248054],"domain_scores_gemma":[0.9998023,0.000028312816,0.000057014782,0.00001801956,0.00006728857,0.000027031638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017060351,0.00035327775,0.0002933071,0.00023572326,0.00026135848,0.00024185504,0.00018333878,0.00037156764,0.0009794884],"category_scores_gemma":[0.0002628764,0.00015890328,0.0003046258,0.00014410258,0.00034151538,0.00026531273,0.00026831243,0.00022520259,0.00012036202],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015012911,0.000013732959,0.0020313184,0.00005543833,0.000012469313,0.0001499518,0.0000858816,0.00017890609,0.9957123,0.000016060954,0.000014760978,0.0015790749],"study_design_scores_gemma":[0.0000051230927,0.0006524596,0.018820507,0.0000069208168,0.000023516654,0.00016427867,0.00023642684,0.0004912989,0.9791079,0.000018872928,0.00046639977,0.00000628355],"about_ca_topic_score_codex":0.0017040482,"about_ca_topic_score_gemma":0.004063546,"teacher_disagreement_score":0.0017040482,"about_ca_system_score_codex":0.00025579197,"about_ca_system_score_gemma":0.00026719048,"threshold_uncertainty_score":0.003388226},"labels":[],"label_agreement":null},{"id":"W3217672228","doi":"10.1061/(asce)mt.1943-5533.0004077","title":"Dowel-Bearing Strength of Southern Pine Cross-Laminated Timber","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dowel; Fastener; Structural engineering; Stiffness; Bearing (navigation); Flexural strength; Engineering; Materials science; Computer science","score_opus":0.008557050622458266,"score_gpt":0.2071087800443757,"score_spread":0.19855172942191743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3217672228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9879925,0.0006407428,0.006412083,0.000009624708,0.000017904935,0.000024848987,0.0003712997,0.000053611344,0.004477348],"genre_scores_gemma":[0.9952188,0.00013679324,0.003150352,0.0000073067,0.0000016278126,0.0000064348833,0.0001891109,0.000009442056,0.0012800602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99928844,0.00003365919,0.00004448852,0.000072219635,0.0005289159,0.000032331103],"domain_scores_gemma":[0.99916065,0.000111147434,0.00009563669,0.000045316636,0.0005594778,0.000027844397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063998264,0.00020582973,0.00016150683,0.0010043513,0.00023190367,0.00029281396,0.00031078793,0.00017771412,0.0010886187],"category_scores_gemma":[0.00085794606,0.00015015878,0.00013676027,0.0005474,0.00018721155,0.00027590894,0.00016138969,0.00012753364,0.00024689248],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028382338,0.00005821854,0.0619742,0.00037472195,0.000033344022,0.00030494152,0.00030148917,0.0071010655,0.8130546,0.00049762253,0.00034760745,0.1156683],"study_design_scores_gemma":[0.00000836636,0.0006969454,0.45527402,0.000055304936,0.00006159082,0.00049059483,0.0003616438,0.009978239,0.52800035,0.00020005864,0.004830121,0.000042746207],"about_ca_topic_score_codex":0.006376044,"about_ca_topic_score_gemma":0.033432696,"teacher_disagreement_score":0.006376044,"about_ca_system_score_codex":0.00033948527,"about_ca_system_score_gemma":0.0003287588,"threshold_uncertainty_score":0.012677908},"labels":[],"label_agreement":null},{"id":"W4200275862","doi":"10.1061/(asce)mt.1943-5533.0004104","title":"Combined Effect of Pressurized Water and Sustained Load on Self-Healing of Engineered Cementitious Composite Panels","year":2021,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Cracking; Fly ash; Composite material; Ultimate tensile strength; Self-healing; Composite number; Leakage (economics); Cementitious; Cement","score_opus":0.003524166533016144,"score_gpt":0.196969055424833,"score_spread":0.19344488889181685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200275862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99883133,0.00025908992,0.00064443186,0.0000062829145,0.000005682152,0.000008273224,0.00003393636,0.000022043296,0.00018895557],"genre_scores_gemma":[0.99887186,0.00012562361,0.0006383159,0.000010222526,0.0000025688507,0.0000081992375,0.000026316799,0.000010246438,0.00030648953],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985933,0.000015254225,0.000011862297,0.000032712396,0.000050843737,0.000029817887],"domain_scores_gemma":[0.99982566,0.000036505382,0.000054626686,0.000018494664,0.000032907385,0.000031883403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117384174,0.00032276713,0.00026030478,0.00018700246,0.00012551153,0.0002109814,0.0001757501,0.00024582376,0.00083456613],"category_scores_gemma":[0.00018426552,0.00014553414,0.00021747223,0.00011465993,0.00019192017,0.000297231,0.00024170682,0.00034971704,0.00008727716],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009308838,0.000019510264,0.00016095415,0.000041655487,0.0000047355306,0.000037567224,0.000029199464,0.00016764172,0.99823284,0.000006130348,0.0000056583235,0.0012010845],"study_design_scores_gemma":[0.00000350637,0.0003540741,0.002507593,0.00000298041,0.000010699358,0.000023151004,0.00002904285,0.000692165,0.99613285,0.0000048942698,0.00023488181,0.000004171191],"about_ca_topic_score_codex":0.0005187666,"about_ca_topic_score_gemma":0.001512319,"teacher_disagreement_score":0.00083456613,"about_ca_system_score_codex":0.0001207599,"about_ca_system_score_gemma":0.00009714153,"threshold_uncertainty_score":0.0027918816},"labels":[],"label_agreement":null},{"id":"W4281298439","doi":"10.1061/(asce)mt.1943-5533.0004313","title":"Flexural Performance of Nanomodified Cementitious Composites Reinforced with BFP in Bonded Overlays","year":2022,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Materials science; Composite material; Flexural strength; Overlay; Toughness; Cement; Compressive strength; Ductility (Earth science); Delamination (geology); Substrate (aquarium); Creep","score_opus":0.007215116001112197,"score_gpt":0.1864212881977503,"score_spread":0.17920617219663812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281298439","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994825,0.00010250391,0.00023552853,0.0000016193056,0.000002101487,0.0000016086743,0.000016184218,0.0000066287394,0.00015118858],"genre_scores_gemma":[0.9992207,0.000062679304,0.00040909846,0.0000020586472,6.205543e-7,0.0000021389217,0.000023956514,0.0000028647523,0.0002758402],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987817,0.000010038368,0.0000069948433,0.000025610314,0.000056959212,0.000022145055],"domain_scores_gemma":[0.9998578,0.000026221913,0.00003849247,0.000010424251,0.00003312722,0.000033899098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015164168,0.0002840033,0.00015630365,0.0002648894,0.00013745252,0.00011768005,0.00014395233,0.0001864363,0.0006967494],"category_scores_gemma":[0.00023174497,0.00014717416,0.0001689589,0.00012662917,0.00016521788,0.0001717737,0.00019448242,0.00022440545,0.0001345063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056249628,0.000010023291,0.00047076464,0.000022292148,0.0000030782578,0.00002665671,0.000019110123,0.00052809966,0.99801373,0.000010800257,0.0000046399878,0.0008344061],"study_design_scores_gemma":[0.000004195585,0.0005418075,0.0134643465,0.0000067345804,0.00002109191,0.00006561459,0.00006636842,0.00294504,0.9824571,0.000012120176,0.0004063074,0.000009216878],"about_ca_topic_score_codex":0.0013620938,"about_ca_topic_score_gemma":0.0053627114,"teacher_disagreement_score":0.0013620938,"about_ca_system_score_codex":0.00015620026,"about_ca_system_score_gemma":0.00012773847,"threshold_uncertainty_score":0.0027083158},"labels":[],"label_agreement":null},{"id":"W4288488711","doi":"10.1061/(asce)mt.1943-5533.0004426","title":"Effect of Curing Age on Pull-Out Response of Carbon, Steel, and Synthetic Fiber Embedded in Cementitious Mortar Matrix","year":2022,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Materials science; Composite material; Polyacrylonitrile; Curing (chemistry); Ultimate tensile strength; Bond strength; Fiber; Mortar; Cement; Synthetic fiber; Polymer; Adhesive; Layer (electronics)","score_opus":0.0041835204671671865,"score_gpt":0.2160076938374008,"score_spread":0.2118241733702336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288488711","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989423,0.0003111442,0.00040528906,0.0000069204166,0.00000889156,0.000008283822,0.00006030114,0.000014685941,0.00024213704],"genre_scores_gemma":[0.99705815,0.000384608,0.0011452992,0.000021826598,0.000008828799,0.000019730087,0.00014227055,0.00001905775,0.0012002278],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998394,0.000020471502,0.000017144264,0.00004209354,0.00004549873,0.000035294586],"domain_scores_gemma":[0.9992138,0.00025183696,0.00021277338,0.000047784215,0.00014768631,0.0001260668],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003834833,0.00071351987,0.00021649369,0.00027516732,0.000103591614,0.00015608918,0.00010363152,0.00023082078,0.0010729445],"category_scores_gemma":[0.00065622956,0.0002513068,0.00027531112,0.0001395006,0.00015457872,0.0003767343,0.00013773498,0.00040622265,0.0001696919],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001529336,0.000033671713,0.00090867036,0.000025693449,0.0000060899038,0.000032784355,0.00005283016,0.00007975998,0.9977029,0.0000070563187,0.0000068949103,0.0009907248],"study_design_scores_gemma":[0.0000040434015,0.0012257607,0.022988524,0.0000067527217,0.0000301076,0.00004661929,0.000089109024,0.0006938101,0.974552,0.000011314441,0.0003424805,0.000009493639],"about_ca_topic_score_codex":0.000503451,"about_ca_topic_score_gemma":0.0011610095,"teacher_disagreement_score":0.0010729445,"about_ca_system_score_codex":0.00010145835,"about_ca_system_score_gemma":0.000110337074,"threshold_uncertainty_score":0.003589332},"labels":[],"label_agreement":null},{"id":"W4292998048","doi":"10.1061/(asce)mt.1943-5533.0004340","title":"Investigation into Mechanical Behavior of Air-Hardening Organic Polymer-Stabilized Silty Sand","year":2022,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Materials science; Cohesion (chemistry); Ultimate tensile strength; Composite material; Polymer; Friction angle; Hardening (computing); Toughness; Shear (geology); Strain hardening exponent; Compressive strength; Geotechnical engineering; Geology","score_opus":0.008882266130898816,"score_gpt":0.19869996313305652,"score_spread":0.1898176970021577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4292998048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99916506,0.00019627823,0.00037724848,0.0000050082217,0.0000027994756,0.000004374669,0.000040056093,0.000006273845,0.00020282072],"genre_scores_gemma":[0.9985689,0.00021384054,0.00060045917,0.000008398593,0.0000016436583,0.0000055514115,0.000068702335,0.0000032856128,0.00052925484],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999212,0.0000068619597,0.0000044381613,0.000013753706,0.000036314825,0.000017410026],"domain_scores_gemma":[0.9998729,0.000025596311,0.00003607019,0.000005873815,0.000036377613,0.000023098466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009140853,0.0001882684,0.000118718446,0.00032783515,0.0001203719,0.00011755231,0.00009603178,0.00012972976,0.00058451283],"category_scores_gemma":[0.00016243194,0.00009182185,0.00015469315,0.0001787559,0.00013926561,0.00016390109,0.0000896313,0.00017860801,0.00006849749],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003950367,0.000010189656,0.0010798973,0.00003938792,0.000005151476,0.000054129217,0.000022966644,0.00019937113,0.99730515,0.000021693118,0.000008357326,0.001214219],"study_design_scores_gemma":[0.000005075989,0.00031143482,0.021445366,0.00000618672,0.000018826253,0.00006445357,0.00011179537,0.0029730431,0.9743671,0.000022180104,0.0006669437,0.0000075873018],"about_ca_topic_score_codex":0.0013994942,"about_ca_topic_score_gemma":0.0029601904,"teacher_disagreement_score":0.0013994942,"about_ca_system_score_codex":0.00013150419,"about_ca_system_score_gemma":0.00011701124,"threshold_uncertainty_score":0.002782762},"labels":[],"label_agreement":null},{"id":"W4306763755","doi":"10.1061/(asce)mt.1943-5533.0004522","title":"Stress-Crack Resistance and Life Prediction of Corrugated Recycled and Virgin HDPE Pipes Used in Road Drainage Systems in Quebec, Canada","year":2022,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","funders":"","keywords":"High-density polyethylene; Service life; Christian ministry; Drainage; Materials science; Polyethylene; Environmental science; Composite material; Geotechnical engineering; Engineering","score_opus":0.004535595565546292,"score_gpt":0.16810089060388045,"score_spread":0.16356529503833417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306763755","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99771935,0.000120534096,0.000764112,0.000014689338,0.000001530559,0.000023763017,0.0007099118,0.000042932857,0.00060315913],"genre_scores_gemma":[0.99625313,0.00010833082,0.0011380034,0.0000063289795,5.260935e-7,0.000011854576,0.00086681434,0.000011070965,0.0016040503],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997197,0.000011888022,0.000013646501,0.000082705636,0.00011813887,0.000053858144],"domain_scores_gemma":[0.9990231,0.000075216274,0.000102528036,0.000026009027,0.00072869967,0.000044375276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039912594,0.0006926285,0.00033683653,0.0012752928,0.0009097726,0.00053273555,0.00078713434,0.0005009417,0.0010248296],"category_scores_gemma":[0.00055135,0.00025986935,0.00041753883,0.0010198457,0.00041775516,0.0003077962,0.00017553875,0.00023616127,0.00027681084],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066222274,0.00048232064,0.7078134,0.00031326743,0.00013447598,0.0012366741,0.0012194575,0.08443515,0.13117626,0.00026016048,0.0019123785,0.07035425],"study_design_scores_gemma":[0.0000147124465,0.00030714722,0.89172435,0.000029028448,0.000056827357,0.00011532881,0.00094950484,0.080250114,0.024616178,0.00002920706,0.0018526155,0.000054924014],"about_ca_topic_score_codex":0.93683785,"about_ca_topic_score_gemma":0.9641552,"teacher_disagreement_score":0.06316215,"about_ca_system_score_codex":0.009311869,"about_ca_system_score_gemma":0.0035091834,"threshold_uncertainty_score":0.12706822},"labels":[],"label_agreement":null},{"id":"W4306920020","doi":"10.1061/(asce)mt.1943-5533.0004539","title":"Influence of Content and Source of Calcium Sulfate on Supersulfated Cement Exposed to Sodium and Magnesium Sulfate Attack at Later Ages","year":2022,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Sulfate; Ettringite; Gypsum; Magnesium; Calcium; Phosphogypsum; Sodium sulfate; Cement; Chemistry; Sodium; Raw material; Portland cement; Metallurgy; Materials science","score_opus":0.03279033647216221,"score_gpt":0.24269647088618967,"score_spread":0.20990613441402747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306920020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983909,0.0005014853,0.0002700894,0.000009264401,0.0000064613246,0.0000067981523,0.00014896023,0.000013311051,0.0006528305],"genre_scores_gemma":[0.9978556,0.00020698457,0.00027591138,0.000012677346,0.0000032664138,0.0000070062983,0.00016666656,0.0000134377005,0.0014584524],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997981,0.000024237788,0.000020623458,0.000049507747,0.00007022385,0.000037331545],"domain_scores_gemma":[0.9996082,0.00006671868,0.000105611674,0.000019525447,0.00011567271,0.00008423927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024316816,0.00032372525,0.00035710254,0.0005443087,0.00022234977,0.00043311343,0.00023450535,0.0004150447,0.0010251299],"category_scores_gemma":[0.00043351806,0.00017493372,0.00029399022,0.0002452446,0.00029032244,0.0003079688,0.00021691229,0.00035263202,0.0001992612],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003202536,0.000030045429,0.0050984616,0.00005111348,0.00002153591,0.00015281248,0.0001398564,0.0002560922,0.9915774,0.0000430449,0.00001981056,0.0022896738],"study_design_scores_gemma":[0.000005157256,0.0006853012,0.06132229,0.0000102835975,0.000070181064,0.000118243486,0.0002157766,0.00081913936,0.9352601,0.000042934793,0.0014343975,0.000016251217],"about_ca_topic_score_codex":0.0024017824,"about_ca_topic_score_gemma":0.004171013,"teacher_disagreement_score":0.0024017824,"about_ca_system_score_codex":0.0002461439,"about_ca_system_score_gemma":0.00023785583,"threshold_uncertainty_score":0.0047755837},"labels":[],"label_agreement":null},{"id":"W4322761545","doi":"10.1061/jmcee7.mteng-13922","title":"Effect of Cyclic Temperature and Fatigue Load on the Performance of Bond Strength at High-Strength Concrete–UHPC Interface","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Research Manitoba; University of Manitoba","funders":"","keywords":"Materials science; Bond strength; Ultimate tensile strength; Structural engineering; Cohesion (chemistry); Composite material; Beam (structure); Box girder; Shear (geology); Direct shear test; Bond; Tension (geology); Fatigue limit; Adhesive; Engineering; Layer (electronics)","score_opus":0.00630639916803523,"score_gpt":0.2200856434714832,"score_spread":0.21377924430344797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322761545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907327,0.0002997747,0.00026394715,0.000007779679,0.000008347579,0.000006364412,0.000050382598,0.000011804396,0.00027831463],"genre_scores_gemma":[0.99912685,0.00013768133,0.00022907717,0.00001331036,0.0000031871677,0.0000087169765,0.000079825535,0.000009236195,0.00039208445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966884,0.00004830082,0.00003289058,0.00006031565,0.00011597995,0.00007372978],"domain_scores_gemma":[0.99925035,0.00019962915,0.00016004348,0.00008012494,0.00021152431,0.00009818921],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036904126,0.00036998975,0.00026615895,0.00023961099,0.00023053572,0.00020637919,0.00021016646,0.00033130735,0.0019905742],"category_scores_gemma":[0.00078954274,0.00022411402,0.00025935896,0.00021107619,0.00028588457,0.00029079782,0.00021698324,0.00036377538,0.000297798],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000861776,0.00013772973,0.0041393265,0.000085904154,0.00002343797,0.00014369495,0.00020543287,0.0009936246,0.9877632,0.000021824162,0.00005569839,0.0055682673],"study_design_scores_gemma":[0.000009811947,0.003877208,0.044305854,0.00001431615,0.000046176843,0.0001224416,0.00018484394,0.002096089,0.9487009,0.000018119192,0.00060379365,0.000020352378],"about_ca_topic_score_codex":0.0013402693,"about_ca_topic_score_gemma":0.0032858192,"teacher_disagreement_score":0.0019905742,"about_ca_system_score_codex":0.0001938426,"about_ca_system_score_gemma":0.000203956,"threshold_uncertainty_score":0.00665915},"labels":[],"label_agreement":null},{"id":"W4353109306","doi":"10.1061/jmcee7.mteng-15654","title":"Reviewers","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"","field":"","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Illinois at Urbana-Champaign; University of Hawai'i at Mānoa; Universidad San Francisco de Quito; Hohai University; Lanzhou University of Technology; Hebei University; Silesian University of Technology; National Cheng Kung University; Pennsylvania State University; Istanbul Teknik Üniversitesi; King Mongkut's University of Technology North Bangkok; Chinese Academy of Forestry; South China University of Technology; Universidad de Cantabria; Rijkswaterstaat; BMS College of Engineering; University of Tokushima; Isfahan University of Technology; Shandong University; Politechnika Warszawska; Suranaree University of Technology; Tongji University; Hunan University; Hebei University of Engineering; Universität Wien; Universidad del Norte; Ege Üniversitesi; Semnan University; Iran University of Science and Technology; Yonsei University; Dalian University of Technology; Missouri University of Science and Technology; University of Wollongong; Thapar Institute of Engineering and Technology; Universiti Malaysia Pahang; University of Louisville; University of Toronto; Henan Polytechnic University; University of Texas at San Antonio; University of Alberta; Arkansas State University; Beijing University of Civil Engineering and Architecture; Technische Universität Wien; Szkola Glówna Gospodarstwa Wiejskiego w Warszawie; Kanazawa University; University of Guilan; New Mexico State University; Mississippi State University; Southeast University; Indian Institute of Technology, Patna; Sun Yat-sen University; University of Hawai'i; Sveučilište u Zagrebu; University of Washington; Wuhan University; Queen's University; Universidade de São Paulo; Universidade Federal do Pampa; Incheon National University; Tianjin University; Technische Universität Dresden; Firat Üniversitesi; University of Engineering and Technology, Lahore; University of Miami; University of Nebraska-Lincoln; Oregon State University; University of Pennsylvania; Qingdao Technological University; Harbin Institute of Technology; École Normale Supérieure; Université de Strasbourg; Drexel University; Washington State University; Università degli Studi di Cassino e del Lazio Meridionale; Virginia Polytechnic Institute and State University; RMIT University; Beijing University of Technology; Auburn University; Oklahoma State University; University of Minnesota; South Dakota State University; University of Derby; Hanyang University; U.S. Department of Transportation; Hebei University of Technology; Arizona State University; Tennessee Department of Transportation; Marquette University; University of Missouri; Western Sydney University; National Central University; China Three Gorges University; Bayburt Üniversitesi; Lanzhou University; Chang'an University; U.S. Department of Agriculture; University of South Africa; Chongqing Jiaotong University; Purdue University; Wuhan University of Technology","keywords":"Materials science","score_opus":0.01876987872016506,"score_gpt":0.2565534659630987,"score_spread":0.23778358724293364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4353109306","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012526049,0.00688148,0.0036752538,0.17936759,0.60476583,0.0010696078,0.0030659963,0.0019501357,0.19797145],"genre_scores_gemma":[0.008449858,0.0031201807,0.0025877915,0.04325797,0.0878849,0.0005949616,0.0018603005,0.001277145,0.850967],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9890933,0.0015697079,0.0006158953,0.0013072669,0.0067946515,0.0006193067],"domain_scores_gemma":[0.8584275,0.0072724805,0.0033730667,0.003924094,0.11766144,0.0093413815],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0071349447,0.00097251934,0.0009205329,0.0052589984,0.0031268157,0.007124248,0.0019827206,0.0037957772,0.34381008],"category_scores_gemma":[0.0865839,0.00050372124,0.0008132019,0.0018091851,0.0008492096,0.0028527037,0.0027056874,0.0033228039,0.18762265],"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":[0.000022122556,0.00000496021,0.0000953198,0.00006529348,0.0000025279223,0.0000425193,0.00002473199,0.000011282169,0.00010738753,0.0003996538,0.9879739,0.011250339],"study_design_scores_gemma":[0.000009818556,0.0000063317834,0.00022611082,0.00006481693,0.000004605148,0.00010048027,0.000080081976,0.000040811785,0.00012206909,0.00037402636,0.9989631,0.000007729136],"about_ca_topic_score_codex":0.004156179,"about_ca_topic_score_gemma":0.009886831,"teacher_disagreement_score":0.6561899,"about_ca_system_score_codex":0.002942014,"about_ca_system_score_gemma":0.00561184,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4360963218","doi":"10.1061/jmcee7.mteng-13529","title":"Impact of Nanoclays on Chemical Fractions and Mechanical Performance of Asphalt Binders","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Asphalt; Asphaltene; Materials science; Composite material; Heptane; Chemical composition; Chemical modification; Compatibility (geochemistry); Rut; Chemistry; Organic chemistry; Polymer chemistry","score_opus":0.016676894811271343,"score_gpt":0.2638308449700693,"score_spread":0.24715395015879796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360963218","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939156,0.0023529688,0.0011422868,0.00003878419,0.00005763334,0.000021902371,0.00029568764,0.000068592555,0.0021067],"genre_scores_gemma":[0.9958709,0.00094414916,0.0014814102,0.0000461724,0.000007897035,0.000018181941,0.00014336026,0.000032335993,0.0014556148],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953926,0.000028354701,0.000035026875,0.00009675916,0.00022324022,0.00007733214],"domain_scores_gemma":[0.99966264,0.000057048255,0.00010376373,0.00002350854,0.00010336836,0.00004969364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021914013,0.0006042079,0.00037314283,0.0005559545,0.00026953337,0.00042772194,0.00021830844,0.00031336988,0.0012554886],"category_scores_gemma":[0.0005868448,0.00018032538,0.00044403717,0.00030359853,0.00020932152,0.00039951614,0.0003579685,0.00057787605,0.0003042041],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008630036,0.000034347922,0.0007450015,0.00014039065,0.000027637047,0.00010105308,0.000031601474,0.0002867864,0.9944952,0.000065876884,0.000059418224,0.00392632],"study_design_scores_gemma":[0.0000031695606,0.0002211208,0.0047384575,0.000015309091,0.000049176888,0.000080115504,0.00006086764,0.0007724737,0.9923023,0.00002862609,0.001716271,0.000012042376],"about_ca_topic_score_codex":0.0032807214,"about_ca_topic_score_gemma":0.007748286,"teacher_disagreement_score":0.0032807214,"about_ca_system_score_codex":0.00039478988,"about_ca_system_score_gemma":0.00022494314,"threshold_uncertainty_score":0.0065232515},"labels":[],"label_agreement":null},{"id":"W4362582182","doi":"10.1061/jmcee7.mteng-14931","title":"Mechanical and Microstructural Properties of Cemented Paste Backfill with Chloride-Free Antifreeze Additives in Subzero Environments","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Antifreeze; Compressive strength; Materials science; Tailings; Antifreeze protein; Cement; Curing (chemistry); Composite material; Metallurgy; Chemistry","score_opus":0.010191485026945212,"score_gpt":0.1699516735889147,"score_spread":0.15976018856196947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362582182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99785393,0.000812351,0.00063066237,0.000021796157,0.000015420985,0.000008599719,0.00022027956,0.000026986396,0.00040983188],"genre_scores_gemma":[0.99749655,0.00035924168,0.0006970893,0.00003135354,0.000005259322,0.000019391533,0.00021939093,0.00001907899,0.0011527736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997845,0.000014998746,0.000016088297,0.00004617921,0.00010510987,0.00003307968],"domain_scores_gemma":[0.99968004,0.000045933222,0.00011312019,0.000015472562,0.00009875594,0.000046635967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023180463,0.0004190976,0.0002555241,0.0004527923,0.00017140018,0.00020974045,0.00021022616,0.00035768893,0.0011235205],"category_scores_gemma":[0.0003842069,0.00021333316,0.0002990664,0.00030495966,0.0003374384,0.0003815099,0.00018038471,0.0005190369,0.00014413337],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008075695,0.000014354334,0.0008769672,0.000048704784,0.00000567474,0.00005725837,0.000045621888,0.00012370782,0.99751604,0.00001902188,0.000024363462,0.001187539],"study_design_scores_gemma":[0.000008012281,0.00048793794,0.036033392,0.000013798702,0.00004183307,0.00014285538,0.00019562063,0.00090544904,0.96058893,0.000031331165,0.0015290284,0.00002176286],"about_ca_topic_score_codex":0.0015569926,"about_ca_topic_score_gemma":0.003505157,"teacher_disagreement_score":0.0015569926,"about_ca_system_score_codex":0.00019486052,"about_ca_system_score_gemma":0.0001515379,"threshold_uncertainty_score":0.0037585497},"labels":[],"label_agreement":null},{"id":"W4366437219","doi":"10.1061/jmcee7.mteng-14605","title":"Effect of Activator Concentrations on the Postfire Impact Behavior of Alkali-Activated Slag Concrete","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Materials science; Ultimate tensile strength; Compressive strength; Portland cement; Thermogravimetric analysis; Composite material; Cement; Absorption of water; Chemistry; Organic chemistry","score_opus":0.013916172539054203,"score_gpt":0.2782589049964883,"score_spread":0.2643427324574341,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366437219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99910235,0.00029765477,0.0001841574,0.000009127287,0.000006101122,0.000010396228,0.00006106288,0.000009498863,0.00031962915],"genre_scores_gemma":[0.99887127,0.00023607847,0.000262069,0.000010879117,0.0000029554305,0.0000070638407,0.00005902367,0.000005543679,0.00054505],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999668,0.000047105186,0.000038390222,0.000057840774,0.00011905906,0.00006965946],"domain_scores_gemma":[0.99940956,0.00014992771,0.00017155411,0.000027368047,0.00014059966,0.00010095376],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025356436,0.0003667624,0.0002841696,0.00029929544,0.00019647411,0.00041478284,0.000234485,0.0002503483,0.0013760267],"category_scores_gemma":[0.00048484583,0.00018411591,0.0002554281,0.00022856268,0.00026313495,0.00031297727,0.0002228868,0.00049890194,0.00021048672],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001119667,0.000103746104,0.0017700513,0.000105750645,0.000021912012,0.00009274932,0.0000884131,0.0008178256,0.99341667,0.000029577592,0.000023422715,0.0024102319],"study_design_scores_gemma":[0.0000067306974,0.0013187842,0.0091130845,0.00000969116,0.000038150436,0.000027944723,0.00009077054,0.00075397745,0.98829585,0.000013643376,0.00031871375,0.000012616184],"about_ca_topic_score_codex":0.0022307064,"about_ca_topic_score_gemma":0.0042931237,"teacher_disagreement_score":0.0022307064,"about_ca_system_score_codex":0.0003082834,"about_ca_system_score_gemma":0.0003696127,"threshold_uncertainty_score":0.0046032667},"labels":[],"label_agreement":null},{"id":"W4366769176","doi":"10.1061/jmcee7.mteng-15189","title":"Nondestructive Shear Stiffness Evaluation of EPS-Sand Composites Using Quartz and Calcareous Aggregates","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Composite material; Materials science; Calcareous; Stiffness; Quartz; Shear (geology); Shear strength (soil); Geotechnical engineering; Geology","score_opus":0.0206388108349891,"score_gpt":0.2511376450451624,"score_spread":0.2304988342101733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366769176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99281067,0.00035319157,0.0061808983,0.000012175606,0.000008570989,0.000011436985,0.000119507764,0.00004349736,0.00046019393],"genre_scores_gemma":[0.98966265,0.00035804612,0.008994374,0.00001031733,0.000004024503,0.00001835688,0.00011642361,0.0000099845465,0.00082582614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997422,0.000018952174,0.000022410248,0.00005985432,0.00013506979,0.000021595095],"domain_scores_gemma":[0.99952376,0.00018225232,0.00012887022,0.00003675604,0.00009704748,0.00003136409],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004705597,0.00054093834,0.00022068062,0.00062530674,0.0002043198,0.00022614331,0.00022351395,0.0003423755,0.0006594672],"category_scores_gemma":[0.00037714574,0.00030724469,0.00027299946,0.0004604452,0.00031642392,0.00027113006,0.0002706582,0.00033927415,0.00010895528],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005904679,0.000009758775,0.00085131807,0.000047352987,0.000005039207,0.000046146084,0.000079305035,0.0004728629,0.9964258,0.000025760111,0.0000056489102,0.0019720274],"study_design_scores_gemma":[0.0000034941263,0.00016657809,0.017999735,0.000007760002,0.000021408221,0.000068660076,0.00015206487,0.004143518,0.97707844,0.00002896966,0.00031404867,0.000015320938],"about_ca_topic_score_codex":0.0008590451,"about_ca_topic_score_gemma":0.004059523,"teacher_disagreement_score":0.0008590451,"about_ca_system_score_codex":0.00019434634,"about_ca_system_score_gemma":0.00012870094,"threshold_uncertainty_score":0.0024886131},"labels":[],"label_agreement":null},{"id":"W4367399684","doi":"10.1061/jmcee7.mteng-15212","title":"Comprehensive Investigation of Influential Mix-Design Factors on the Microsurfacing Mixture Performance","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Injection Molding Process and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Civil engineering; Construction engineering; Engineering","score_opus":0.02818180293008353,"score_gpt":0.20711470909480773,"score_spread":0.17893290616472418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367399684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96720785,0.0058209915,0.02286047,0.00007591577,0.000048390164,0.00021583553,0.00034879264,0.00025395746,0.0031678497],"genre_scores_gemma":[0.9840206,0.0021367997,0.011902266,0.000038208884,0.00001337092,0.0001258238,0.000268125,0.00010111866,0.0013936885],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99863607,0.00019672795,0.00013788891,0.00021422132,0.000712461,0.00010265217],"domain_scores_gemma":[0.99893194,0.00036304703,0.00029482966,0.000060246824,0.00029062573,0.0000591703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015540348,0.00093286217,0.00077737635,0.0010319891,0.00034519774,0.0010333507,0.00042737776,0.0004328359,0.001832841],"category_scores_gemma":[0.0022445747,0.00028133823,0.0005176757,0.0008463128,0.00019119745,0.001090162,0.0005887468,0.00041102522,0.0007359627],"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":[0.0008789123,0.0004029718,0.018056715,0.0014132244,0.00019417601,0.00026253704,0.0001094982,0.00788168,0.90534705,0.00032258334,0.00026775725,0.06486292],"study_design_scores_gemma":[0.00002505505,0.0024742023,0.03614978,0.00005495365,0.00048584334,0.0003589985,0.00019330868,0.019136844,0.934516,0.00015517509,0.0063798195,0.000069970374],"about_ca_topic_score_codex":0.00078771816,"about_ca_topic_score_gemma":0.0018469917,"teacher_disagreement_score":0.001832841,"about_ca_system_score_codex":0.00046976394,"about_ca_system_score_gemma":0.0004839367,"threshold_uncertainty_score":0.008218646},"labels":[],"label_agreement":null},{"id":"W4367400071","doi":"10.1061/jmcee7.mteng-15024","title":"Microstructure Characterization of Cement Pastes with Recycled Aluminum Spent Pot Lining","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université Laval","funders":"","keywords":"Cementitious; Cement; Materials science; Microstructure; Portlandite; Fly ash; Ettringite; Anhydrite; Composite material; Leaching (pedology); Portland cement; Gypsum","score_opus":0.010832838986273182,"score_gpt":0.2200282953037663,"score_spread":0.20919545631749312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367400071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969151,0.0006583876,0.0013916886,0.000013191839,0.000009216276,0.000018102577,0.00024306966,0.000030624127,0.000720519],"genre_scores_gemma":[0.9964586,0.00032283497,0.0019266504,0.000022544122,0.0000043304035,0.000024690175,0.00021660497,0.000015350768,0.0010083775],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998672,0.00000896649,0.000012060048,0.000032598233,0.00006442705,0.000014673739],"domain_scores_gemma":[0.99984884,0.000027075028,0.000047349466,0.000007374682,0.000050987852,0.000018357043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013608369,0.0001931953,0.00016011439,0.00047212074,0.00012465348,0.00017651256,0.00015457341,0.0002194705,0.00085726613],"category_scores_gemma":[0.0002118284,0.00017338105,0.00020391576,0.00027679556,0.00018153334,0.00021806193,0.000101510705,0.00028963268,0.00012895842],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020561998,0.0000054820152,0.0005190495,0.00003128419,0.0000026496907,0.00004439406,0.000031077227,0.00007779216,0.9982323,0.000013940463,0.000008541064,0.0010129488],"study_design_scores_gemma":[0.000008109798,0.00038612957,0.05378224,0.000011296176,0.000033036467,0.00023542481,0.00014206648,0.0015784742,0.94249225,0.00003013141,0.0012872453,0.000013595909],"about_ca_topic_score_codex":0.0011433031,"about_ca_topic_score_gemma":0.003357006,"teacher_disagreement_score":0.0011433031,"about_ca_system_score_codex":0.00018063188,"about_ca_system_score_gemma":0.00008921031,"threshold_uncertainty_score":0.0028678179},"labels":[],"label_agreement":null},{"id":"W4378894895","doi":"10.1061/jmcee7.mteng-15035","title":"Investigating the Addition of Organomontmorillonite Nanoclay and Its Effects on the Performance of Asphalt Binder","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Alberta; Canadian Natural Resources","funders":"","keywords":"Dynamic shear rheometer; Materials science; Asphalt; Composite material; Rheology; Montmorillonite; Rut; Serviceability (structure); Asphalt pavement; Structural engineering","score_opus":0.013728128334661808,"score_gpt":0.21843011069612234,"score_spread":0.20470198236146053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378894895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979475,0.00096108357,0.0005000615,0.000011267624,0.000017637913,0.000009246555,0.00008180296,0.000023187538,0.00044821927],"genre_scores_gemma":[0.99705875,0.00065403857,0.0013270092,0.000014015842,0.0000050700864,0.000010899093,0.000081414655,0.00000868731,0.00084003876],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998425,0.000014973974,0.000016291433,0.000036234065,0.00005751657,0.000032384865],"domain_scores_gemma":[0.99981016,0.000032592146,0.00006419185,0.000015785788,0.000055060154,0.000022146336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001373993,0.0003268057,0.00023255375,0.00022558554,0.00011456298,0.00018136915,0.00018091834,0.00020854519,0.00052806875],"category_scores_gemma":[0.00032442535,0.0000884736,0.00022708622,0.00019170693,0.00011485186,0.00025199997,0.00012613519,0.00028623885,0.00009981432],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007798228,0.000022019081,0.0002798598,0.000056278874,0.000007789758,0.000033854078,0.000014567041,0.00011203059,0.99766845,0.000013646832,0.000012096488,0.001701515],"study_design_scores_gemma":[0.0000018629999,0.00036167086,0.0023258592,0.0000036399524,0.000018463921,0.00003668513,0.000016867654,0.00042615543,0.9963091,0.00000451831,0.0004911774,0.0000039765036],"about_ca_topic_score_codex":0.001608033,"about_ca_topic_score_gemma":0.0027212894,"teacher_disagreement_score":0.001608033,"about_ca_system_score_codex":0.00016670093,"about_ca_system_score_gemma":0.00012745644,"threshold_uncertainty_score":0.0031973124},"labels":[],"label_agreement":null},{"id":"W4381571290","doi":"10.1061/jmcee7.mteng-14988","title":"Influence of Interparticle Separation Distance on the Fresh and Hardened Behavior of Ecoefficient Cement Pastes","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Ottawa","funders":"","keywords":"Cementitious; Slump; Cement; Materials science; Portland cement; Compressive strength; Rheology; Composite material","score_opus":0.014138652295266086,"score_gpt":0.25947611889123956,"score_spread":0.24533746659597347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381571290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977143,0.0006515689,0.0011776115,0.000009938636,0.0000049568957,0.0000076250435,0.000043885546,0.000011677676,0.00037845958],"genre_scores_gemma":[0.99876785,0.0002200662,0.000735142,0.0000067424953,0.000001569148,0.0000063021857,0.000035974364,0.000004297586,0.00022210887],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997929,0.000028204751,0.000022527785,0.000041698073,0.00008402766,0.000030730986],"domain_scores_gemma":[0.99974734,0.00011044073,0.0000633341,0.000014535202,0.000039778573,0.000024580271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002507575,0.0003003339,0.00020219825,0.00031828467,0.0001084719,0.0002922581,0.00014976284,0.00022461374,0.0004571919],"category_scores_gemma":[0.00054196094,0.00014659557,0.00021561983,0.00018279295,0.00021578764,0.00033097714,0.00019947656,0.00035540268,0.00012145441],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007261506,0.000017228076,0.00082507875,0.000043228396,0.000009276548,0.00004480315,0.00003564073,0.0004200953,0.9958917,0.00004154036,0.0000104343,0.0025883357],"study_design_scores_gemma":[0.00000333338,0.00028736985,0.007359198,0.0000038190356,0.000021175072,0.000054477103,0.000039760213,0.0019298482,0.9899032,0.000022997645,0.00036687384,0.000008028548],"about_ca_topic_score_codex":0.0005232121,"about_ca_topic_score_gemma":0.001060355,"teacher_disagreement_score":0.0005232121,"about_ca_system_score_codex":0.00014730416,"about_ca_system_score_gemma":0.00010137885,"threshold_uncertainty_score":0.0015294552},"labels":[],"label_agreement":null},{"id":"W4382725861","doi":"10.1061/jmcee7.mteng-15589","title":"Effects of Rebar Size and Volume Fraction of Glass Fibers on Tensile Strength Retention of GFRP Rebars in Alkaline Environment via RSM and SHAP Analyses","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","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":"Polytechnique Montréal","funders":"","keywords":"Rebar; Fibre-reinforced plastic; Ultimate tensile strength; Materials science; Composite material; Response surface methodology; Volume fraction; Degradation (telecommunications); Glass fiber; Chemistry; Chromatography; Computer science","score_opus":0.009650478922203536,"score_gpt":0.2254105619075529,"score_spread":0.21576008298534938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382725861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.988761,0.0009521964,0.00951072,0.000026919924,0.00001542553,0.000020774154,0.00018193485,0.000101093705,0.00042982324],"genre_scores_gemma":[0.9935824,0.0005097089,0.005264902,0.000019461846,0.0000054996526,0.000023103054,0.000113792725,0.000015694313,0.000465523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996375,0.00004940844,0.000031575742,0.000077017656,0.00017199792,0.00003253159],"domain_scores_gemma":[0.9993555,0.00020184567,0.0002136248,0.00003578329,0.00017203108,0.000021232907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008265635,0.000467404,0.00038902264,0.00047086008,0.000108018554,0.0002552426,0.00023130875,0.00027798035,0.0005482767],"category_scores_gemma":[0.0012227829,0.00018184552,0.00070729747,0.00031991466,0.0001882842,0.0003322585,0.00018517666,0.0003965665,0.00014192467],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048478658,0.00011971043,0.014746813,0.0004712683,0.00009022767,0.0001233078,0.00020392153,0.019320033,0.9155562,0.00017593156,0.00013434706,0.048573393],"study_design_scores_gemma":[0.0000062616496,0.0011100505,0.0339691,0.000027124348,0.00014433899,0.00009409424,0.00017246655,0.068746105,0.8946544,0.00012485056,0.00090876163,0.000042474658],"about_ca_topic_score_codex":0.0010391076,"about_ca_topic_score_gemma":0.0017175628,"teacher_disagreement_score":0.0010391076,"about_ca_system_score_codex":0.00022390939,"about_ca_system_score_gemma":0.00012426576,"threshold_uncertainty_score":0.004371345},"labels":[],"label_agreement":null},{"id":"W4385994288","doi":"10.1061/jmcee7.mteng-15691","title":"Acoustic Emission Waves Propagation in Rubberized Concrete under Special Monitoring Conditions","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"General Electric (Canada); Memorial University of Newfoundland","funders":"","keywords":"Natural rubber; Materials science; Abrasion (mechanical); Composite material; Attenuation; Aggregate (composite); Acoustic emission; Particle size; Amplitude; Crumb rubber; Particle (ecology); Chemistry; Optics","score_opus":0.01631249929162031,"score_gpt":0.24039768221919897,"score_spread":0.22408518292757865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385994288","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99812824,0.00010425207,0.001561087,0.000004522344,0.0000028059073,0.0000043006335,0.000025972551,0.000015336977,0.00015355118],"genre_scores_gemma":[0.99829704,0.00008558974,0.001236182,0.0000055455353,0.0000023097925,0.000006071835,0.00005678834,0.0000063953266,0.00030403523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996007,0.000041887248,0.000018345909,0.00008662709,0.00021192161,0.00004055916],"domain_scores_gemma":[0.99966383,0.000041388284,0.00013465832,0.000024653997,0.00011020047,0.00002522876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002761724,0.0004042928,0.0002757706,0.0003172637,0.00014996176,0.00022591466,0.00021049114,0.00025071925,0.00048408963],"category_scores_gemma":[0.00045479255,0.00021313349,0.0002883666,0.00018963042,0.00033480933,0.0002668885,0.00024698643,0.00031432524,0.00014404653],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010290686,0.000009384016,0.0028467402,0.000025693758,0.000006212757,0.00008198537,0.00006978821,0.0003788905,0.9949746,0.000009468013,0.000006004991,0.0014882481],"study_design_scores_gemma":[0.000005640599,0.00058302307,0.05048962,0.000009116866,0.000035043704,0.00038567546,0.00018486955,0.0026296896,0.9452549,0.000021928137,0.0003781859,0.000022343218],"about_ca_topic_score_codex":0.0008626493,"about_ca_topic_score_gemma":0.0016551622,"teacher_disagreement_score":0.0008626493,"about_ca_system_score_codex":0.000162903,"about_ca_system_score_gemma":0.00012481202,"threshold_uncertainty_score":0.0017153025},"labels":[],"label_agreement":null},{"id":"W4386264852","doi":"10.1061/jmcee7.mteng-16125","title":"Evaluation of Early-Age Volume Changes of Shotcrete Using Ring Specimens","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Shotcrete; Shrinkage; Ultimate tensile strength; Cracking; Materials science; Composite material; Creep; Tensile strain; Geotechnical engineering","score_opus":0.06436302140204303,"score_gpt":0.26765028206984115,"score_spread":0.20328726066779812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386264852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996033,0.00027620126,0.0028955417,0.0000037354703,0.0000061988067,0.000021891625,0.0001183379,0.00004537201,0.0005997548],"genre_scores_gemma":[0.9952655,0.00015040545,0.0027716416,0.000008514047,0.0000026740452,0.0000129242735,0.00017790607,0.000023854676,0.0015865988],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977845,0.000012778111,0.000011548355,0.000048479546,0.00012799828,0.00002070049],"domain_scores_gemma":[0.9994203,0.000090382695,0.0001671463,0.000046657566,0.00022480906,0.00005067037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034240392,0.00028520753,0.00021999114,0.00068819476,0.00017191641,0.00023645212,0.00030474283,0.0003672829,0.0013947656],"category_scores_gemma":[0.0005210119,0.00016414977,0.00017603807,0.00023431917,0.00023927494,0.0004014016,0.00024526048,0.00024602775,0.0001926611],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009251489,0.000022076318,0.006662486,0.000056995355,0.0000075010093,0.000091219576,0.00011145897,0.00034264577,0.98671603,0.000037175723,0.000012933393,0.005846834],"study_design_scores_gemma":[0.000004671093,0.0011252742,0.14863065,0.000017172975,0.00004296826,0.0004709095,0.00033643807,0.0031047438,0.8449234,0.00004471462,0.0012791463,0.000019899753],"about_ca_topic_score_codex":0.0010400747,"about_ca_topic_score_gemma":0.0052381656,"teacher_disagreement_score":0.0013947656,"about_ca_system_score_codex":0.00015138337,"about_ca_system_score_gemma":0.00013604257,"threshold_uncertainty_score":0.004665971},"labels":[],"label_agreement":null},{"id":"W4388959384","doi":"10.1061/jmcee7.mteng-16465","title":"Variability Investigation of Reclaimed Asphalt Pavement Materials","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"","keywords":"Asphalt pavement; Asphalt; Forensic engineering; Asphalt concrete; Geotechnical engineering; Engineering; Environmental science; Materials science; Civil engineering; Composite material","score_opus":0.020693753855188617,"score_gpt":0.24087226124343408,"score_spread":0.22017850738824546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388959384","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9688099,0.00019164843,0.029657284,0.0000086243635,0.0000047160906,0.000011033853,0.00021340631,0.0001156246,0.0009876719],"genre_scores_gemma":[0.9981627,0.000033233347,0.0015021837,0.0000016385457,0.000002092728,0.000004269361,0.00014087076,0.000008189761,0.00014477294],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99947315,0.000048852406,0.000028884311,0.00018927924,0.00022270365,0.00003715807],"domain_scores_gemma":[0.99938273,0.00016465265,0.00015569554,0.00008536425,0.00019080764,0.000020676795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038776157,0.00023897765,0.0002445131,0.0013981515,0.00016635812,0.0003414449,0.0004196315,0.00022595559,0.00029560123],"category_scores_gemma":[0.00086727826,0.00014000965,0.0004891318,0.0007587705,0.00016267807,0.00038389277,0.00023703945,0.00017386314,0.00008317103],"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":[0.0006262879,0.00020611745,0.21966505,0.0003382137,0.00021243595,0.00065004715,0.00057036424,0.107805565,0.54753435,0.0012913191,0.0003787376,0.12072156],"study_design_scores_gemma":[0.000007765144,0.0004831596,0.40556675,0.000014626949,0.0001293517,0.0008028448,0.00029575118,0.29505593,0.29499057,0.00080425944,0.0017803381,0.000068694564],"about_ca_topic_score_codex":0.0017492308,"about_ca_topic_score_gemma":0.0014932987,"teacher_disagreement_score":0.0017492308,"about_ca_system_score_codex":0.00032249553,"about_ca_system_score_gemma":0.000108525186,"threshold_uncertainty_score":0.0034780502},"labels":[],"label_agreement":null},{"id":"W4388959880","doi":"10.1061/jmcee7.mteng-16162","title":"Bonding Evaluation of Nanosilica-Modified Slag-Based Composites Comprising of Basalt Pellets and Polyvinyl Alcohol Fibers for Shear Joints","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; University of Winnipeg","funders":"","keywords":"Materials science; Composite material; Polyvinyl alcohol; Pellets; Basalt fiber; Shear (geology); Shear strength (soil); Fiber","score_opus":0.038147387177539425,"score_gpt":0.2819999259732745,"score_spread":0.24385253879573507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388959880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985488,0.00035224447,0.0006673823,0.000007118391,0.0000072334897,0.000011895293,0.000038491384,0.0000145756685,0.00035226514],"genre_scores_gemma":[0.997274,0.0003864981,0.001662131,0.000008387317,0.0000034481216,0.000015965847,0.000050552968,0.000009298179,0.0005897893],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989665,0.000013968781,0.000007868711,0.000023143157,0.000037871163,0.000020403946],"domain_scores_gemma":[0.999874,0.0000179777,0.000042392916,0.000005697226,0.00003708686,0.00002282059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019087213,0.00045462936,0.00018873555,0.00025433506,0.00013429779,0.00014279711,0.00012144294,0.00022703882,0.00081621064],"category_scores_gemma":[0.00016765259,0.00022537766,0.00024340753,0.00015514842,0.00011895073,0.00023136678,0.00012698623,0.0002594062,0.00014753794],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019404846,0.00001178002,0.00008367299,0.000024473313,0.0000025264667,0.000011508794,0.000018373365,0.000058229893,0.99920243,0.00001005482,0.00000391302,0.0005535684],"study_design_scores_gemma":[0.000002384813,0.0003365254,0.0026209438,0.0000037641441,0.000018615563,0.000030327448,0.00003943001,0.0005290411,0.9960884,0.0000063991797,0.0003192176,0.000004959713],"about_ca_topic_score_codex":0.0004727778,"about_ca_topic_score_gemma":0.0014335308,"teacher_disagreement_score":0.00081621064,"about_ca_system_score_codex":0.00012541475,"about_ca_system_score_gemma":0.00012112063,"threshold_uncertainty_score":0.0027304292},"labels":[],"label_agreement":null},{"id":"W4389001240","doi":"10.1061/jmcee7.mteng-16884","title":"Compressive Strength and Microstructural Development of Cementitious Mixtures Incorporating Ultrafine Granulated Blast Furnace Slag","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Portland cement; Cementitious; Materials science; Compressive strength; Ground granulated blast-furnace slag; Metallurgy; Cement; Thermogravimetric analysis; Mortar; Composite material; Chemical engineering","score_opus":0.009589216236802747,"score_gpt":0.22441123519109812,"score_spread":0.21482201895429537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389001240","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987148,0.0002954086,0.00047666003,0.0000060120697,0.0000036892316,0.000007061791,0.00010659322,0.000019720921,0.00037006257],"genre_scores_gemma":[0.9983388,0.000134626,0.0007003687,0.000006818997,0.0000015595366,0.000007083032,0.00011844817,0.0000069981093,0.0006853006],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998617,0.000012215879,0.0000120455215,0.000028127393,0.00006675285,0.000019116844],"domain_scores_gemma":[0.9998186,0.000024562243,0.00007463291,0.0000105312265,0.0000397934,0.000031865853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017782346,0.00034282968,0.00016489586,0.00058757997,0.000096999065,0.0001464965,0.00016008127,0.00019776703,0.00081757514],"category_scores_gemma":[0.00023100154,0.00019854886,0.00024137292,0.00026724447,0.00021923815,0.0001992498,0.0001314899,0.00032737918,0.00011868131],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006474946,0.000010426728,0.0007819257,0.000021667018,0.0000045422426,0.000034858967,0.000011932548,0.00020260902,0.99807173,0.000015632324,0.000005758461,0.00077418546],"study_design_scores_gemma":[0.000004493641,0.0003510405,0.024508337,0.0000051269926,0.000017198476,0.000075260534,0.000031245912,0.0010271174,0.97349733,0.0000108464355,0.00046560424,0.0000064520123],"about_ca_topic_score_codex":0.0016908088,"about_ca_topic_score_gemma":0.004714146,"teacher_disagreement_score":0.0016908088,"about_ca_system_score_codex":0.00021693794,"about_ca_system_score_gemma":0.00014374961,"threshold_uncertainty_score":0.0033619404},"labels":[],"label_agreement":null},{"id":"W4390150298","doi":"10.1061/jmcee7.mteng-16143","title":"Sustainable Induction-Heatable Cold Patching Using Microwave and Reclaimed Asphalt Pavement","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Electromagnetic wave absorption materials","field":"Materials Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Asphalt; Raw material; Materials science; Waste management; Environmental science; Energy consumption; Asphalt pavement; Asphalt concrete; Durability; Process engineering; Composite material; Engineering","score_opus":0.016029095215804676,"score_gpt":0.24022127209946478,"score_spread":0.2241921768836601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390150298","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9244112,0.007747058,0.057130326,0.00016369637,0.00013939592,0.000090497466,0.00019780344,0.0003995907,0.009720357],"genre_scores_gemma":[0.9849524,0.0014667042,0.011417988,0.000042769825,0.000017836208,0.000037574293,0.00006906068,0.000025977306,0.0019695954],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971646,0.000031671825,0.00001874156,0.00006371817,0.0001158199,0.00005355864],"domain_scores_gemma":[0.99991405,0.000014962427,0.000030283907,0.0000127801495,0.00001732976,0.000010621186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018435076,0.00043733022,0.0003453276,0.0007484219,0.00018479126,0.00044127207,0.00035142738,0.0004135571,0.0009584027],"category_scores_gemma":[0.00022428845,0.00026231635,0.0005303305,0.0005072365,0.0001878728,0.0006685749,0.00040930772,0.00050035544,0.00042284656],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000112485206,0.00007285024,0.0006943087,0.0005615861,0.00002337899,0.00034934402,0.00005474526,0.0016872676,0.9730051,0.000800703,0.000234045,0.022404002],"study_design_scores_gemma":[0.000011015029,0.00033041384,0.0026838835,0.000024273715,0.000054718566,0.00034956852,0.000053132204,0.005294611,0.98338485,0.00018101776,0.0076134503,0.000019009824],"about_ca_topic_score_codex":0.00024264523,"about_ca_topic_score_gemma":0.00091900537,"teacher_disagreement_score":0.0009584027,"about_ca_system_score_codex":0.00021103512,"about_ca_system_score_gemma":0.00013168262,"threshold_uncertainty_score":0.0032061934},"labels":[],"label_agreement":null},{"id":"W4392138266","doi":"10.1061/jmcee7.mteng-16691","title":"Evaluating Subgrade Compaction for Different Soils Using Nondestructive Lightweight Deflectometer","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Compaction; Subgrade; Geotechnical engineering; Soil water; Soil compaction; Nondestructive testing; Geology; Environmental science; Materials science; Soil science","score_opus":0.03275983249184089,"score_gpt":0.3027651175558247,"score_spread":0.2700052850639838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392138266","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9621975,0.00028095226,0.03563432,0.000039844424,0.000021341122,0.00004466085,0.00041874422,0.00026648524,0.0010961588],"genre_scores_gemma":[0.9808126,0.00015341923,0.017992154,0.000048260405,0.00000783424,0.00003123656,0.00018943085,0.000016719292,0.0007482949],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961746,0.000036273337,0.00003199225,0.00010019824,0.00017527974,0.000038869544],"domain_scores_gemma":[0.9994962,0.00012714918,0.00013376176,0.000052691947,0.00015948841,0.000030579165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054201676,0.0005491564,0.00028782443,0.0013934165,0.00019288792,0.00031003953,0.00035385345,0.0003840284,0.0008883389],"category_scores_gemma":[0.000708604,0.000191704,0.000249971,0.0008425516,0.00024730596,0.0005005465,0.00038390083,0.00025473986,0.00022727187],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027786422,0.00010398546,0.20230657,0.00021420533,0.00005059227,0.00025882424,0.0004800001,0.003486322,0.6930607,0.0002744987,0.00036942595,0.09911699],"study_design_scores_gemma":[0.0000311305,0.0004888514,0.6105343,0.000038893057,0.00010950603,0.0005728031,0.00085099967,0.050927028,0.33311033,0.0003880388,0.0028479244,0.00010021046],"about_ca_topic_score_codex":0.0016161697,"about_ca_topic_score_gemma":0.0067713414,"teacher_disagreement_score":0.0016161697,"about_ca_system_score_codex":0.00023163737,"about_ca_system_score_gemma":0.00017011506,"threshold_uncertainty_score":0.0032135248},"labels":[],"label_agreement":null},{"id":"W4392946442","doi":"10.1061/jmcee7.mteng-16964","title":"Investigation of High Plasticity Clay Stabilized with Cement and Zeolite Using Time-Dependent Pressure Wave Velocity","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Zeolite; Cement; Materials science; Geotechnical engineering; Plasticity; Composite material; Geology; Mineralogy; Chemistry","score_opus":0.010837414802437008,"score_gpt":0.189153340856181,"score_spread":0.178315926053744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392946442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99629515,0.0006837768,0.00257864,0.000017891874,0.000009525184,0.000011599309,0.00011178232,0.000028550561,0.00026308873],"genre_scores_gemma":[0.99640393,0.0006295502,0.0024352425,0.000011077234,0.0000039427437,0.000013630912,0.00008114816,0.000010422935,0.00041109888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987555,0.000012082378,0.000008492045,0.000025667414,0.00005797418,0.000020315365],"domain_scores_gemma":[0.9998441,0.000042116983,0.000056174158,0.00000684577,0.000037085534,0.000013690867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018793716,0.00023351025,0.00021445073,0.00036148063,0.00008874339,0.00021813285,0.00016430339,0.00023129045,0.00028446584],"category_scores_gemma":[0.00037744353,0.0001622335,0.00029393192,0.00029427008,0.00015572051,0.00030466935,0.00015132231,0.00040806315,0.0000795564],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039841652,0.000017042428,0.00042366915,0.00006487602,0.0000061845963,0.000031166524,0.000016770482,0.0003629207,0.99710363,0.00003786921,0.0000117279105,0.0018843526],"study_design_scores_gemma":[0.0000056679974,0.00027757394,0.006756178,0.0000070344945,0.0000235411,0.000051122723,0.000055105254,0.008132675,0.9840651,0.00002343725,0.00059016055,0.000012390745],"about_ca_topic_score_codex":0.0010974193,"about_ca_topic_score_gemma":0.002582148,"teacher_disagreement_score":0.0010974193,"about_ca_system_score_codex":0.00015655094,"about_ca_system_score_gemma":0.00012708508,"threshold_uncertainty_score":0.002182126},"labels":[],"label_agreement":null},{"id":"W4394848932","doi":"10.1061/jmcee7.mteng-16752","title":"Cementing Mechanism of MICP-Treated Mortar and Performance Improvement by Innovative Molds","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Mortar; Mechanism (biology); Engineering; Materials science; Forensic engineering; Civil engineering; Composite material; Geotechnical engineering; Structural engineering; Physics","score_opus":0.004085698320738816,"score_gpt":0.19430108375077873,"score_spread":0.1902153854300399,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394848932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9902109,0.0012601808,0.0067727244,0.000041049294,0.000039473143,0.000031902524,0.00008236142,0.00013244116,0.0014289779],"genre_scores_gemma":[0.99536407,0.00031341385,0.0033730303,0.000012665522,0.0000063979724,0.0000097857,0.00004538796,0.0000176713,0.0008576491],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982387,0.000012078758,0.0000134972715,0.000037004524,0.00008585564,0.00002778778],"domain_scores_gemma":[0.99987614,0.000013249987,0.00005228067,0.00001841657,0.000024979025,0.000014833311],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015665115,0.00032257824,0.0001721592,0.0003562594,0.000110622255,0.0001912939,0.00025585294,0.00023224863,0.0005832576],"category_scores_gemma":[0.0002651782,0.00016052225,0.0003550368,0.00018524783,0.00017498227,0.00022248933,0.00015482167,0.00029591226,0.00014328431],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026617523,0.000015336189,0.0004633757,0.000070208196,0.000004597831,0.00004955292,0.000014167246,0.00024505728,0.9953366,0.00013188706,0.000028806711,0.00361384],"study_design_scores_gemma":[0.000003894587,0.0002133502,0.003410808,0.0000031971108,0.000010786248,0.000098872675,0.000010440003,0.0015745251,0.9933031,0.000020991445,0.0013446471,0.000005333595],"about_ca_topic_score_codex":0.00036817716,"about_ca_topic_score_gemma":0.0012348025,"teacher_disagreement_score":0.0005832576,"about_ca_system_score_codex":0.00015927188,"about_ca_system_score_gemma":0.00014037902,"threshold_uncertainty_score":0.0019512177},"labels":[],"label_agreement":null},{"id":"W4395702620","doi":"10.1061/jmcee7.mteng-17318","title":"Strength, Microstructure, and Life Cycle Assessment of Silicomanganese Fume, Silica Fume, and Portland Cement Composites Designed Using Taguchi Method","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Silica fume; Portland cement; Materials science; Composite material; Microstructure; Taguchi methods; Cement","score_opus":0.008984847185131642,"score_gpt":0.26408222369716067,"score_spread":0.255097376512029,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395702620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98481303,0.0012840603,0.012812463,0.000019717041,0.000014287521,0.00006250861,0.00026913593,0.000038878086,0.0006858877],"genre_scores_gemma":[0.9758,0.0009608322,0.021232,0.000016065243,0.000005671446,0.00010415446,0.0003092609,0.00001856261,0.0015533429],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996141,0.000053409225,0.000048683385,0.00005730979,0.00018868338,0.00003773779],"domain_scores_gemma":[0.9994072,0.00013344038,0.00016847832,0.00003359113,0.00021269544,0.000044722765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008223919,0.0005157814,0.00040161368,0.0006749398,0.0001602627,0.00018559505,0.0002837267,0.00023465899,0.00046868512],"category_scores_gemma":[0.00044350946,0.0003311681,0.0005956747,0.00047753486,0.00016964175,0.00019388345,0.0001441144,0.00027175585,0.00011461204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007647343,0.00003313752,0.0013606579,0.000079243524,0.00001194467,0.000024926594,0.00004313856,0.0014412346,0.99367803,0.000036295558,0.000012961998,0.0032019329],"study_design_scores_gemma":[0.000004976294,0.0009885242,0.01118974,0.000007474392,0.0000531527,0.0000447676,0.00004318849,0.0050037242,0.98213506,0.0000309191,0.0004811103,0.000017264994],"about_ca_topic_score_codex":0.0015114825,"about_ca_topic_score_gemma":0.006964429,"teacher_disagreement_score":0.0015114825,"about_ca_system_score_codex":0.0003570884,"about_ca_system_score_gemma":0.00026505662,"threshold_uncertainty_score":0.0043492913},"labels":[],"label_agreement":null},{"id":"W4396955874","doi":"10.1061/jmcee7.mteng-16962","title":"Recycling Waste Gypsum Drywalls as Partial Cement Replacement in Concrete Exposed to Different Environmental Conditions","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Cement; Gypsum; Waste management; Environmental science; Materials science; Engineering; Composite material","score_opus":0.012496779364592349,"score_gpt":0.24565466311538542,"score_spread":0.23315788375079308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396955874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994293,0.0002216994,0.00019178016,0.0000058265246,0.0000036809374,0.0000056505905,0.000025093757,0.0000062441977,0.00011063368],"genre_scores_gemma":[0.9984452,0.00034540085,0.0004928505,0.000010767668,0.000001569768,0.0000080185355,0.000061717015,0.000005712277,0.00062874734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984825,0.000022786035,0.000010440766,0.0000338039,0.000049987088,0.00003476073],"domain_scores_gemma":[0.9999026,0.0000102004915,0.000037625403,0.000012752524,0.000020556394,0.000016303355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001939561,0.0003626172,0.0003804862,0.00022515921,0.00018364532,0.0002643868,0.00019135921,0.00030387106,0.00052456657],"category_scores_gemma":[0.00017677869,0.00016207532,0.00038458986,0.0001651122,0.00024244493,0.00022440139,0.00025831728,0.00027065407,0.00010878565],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018599948,0.000028687218,0.0009938779,0.000051764004,0.000010916295,0.000109347005,0.00005467431,0.00023816098,0.9968112,0.00001372142,0.000012366385,0.0014892729],"study_design_scores_gemma":[0.000005960877,0.0016961587,0.018059367,0.000014336145,0.000041035477,0.00015271369,0.00021346835,0.0007164943,0.97859794,0.000027720112,0.0004636248,0.000011203495],"about_ca_topic_score_codex":0.0013389162,"about_ca_topic_score_gemma":0.003059349,"teacher_disagreement_score":0.0013389162,"about_ca_system_score_codex":0.00019428613,"about_ca_system_score_gemma":0.00020821874,"threshold_uncertainty_score":0.0026622415},"labels":[],"label_agreement":null},{"id":"W4399157008","doi":"10.1061/jmcee7.mteng-18126","title":"Nanoengineered Geopolymer Composites with Biomass-Based 2D Graphitic Carbon Nanoplatelets","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Graphene research and applications","field":"Materials Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Laboratories","funders":"","keywords":"Geopolymer; Materials science; Composite material; Carbon fibers; Exfoliated graphite nano-platelets; Biomass (ecology); Composite number; Fly ash","score_opus":0.006910613048588808,"score_gpt":0.2259817678499762,"score_spread":0.2190711548013874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399157008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98567617,0.0018859145,0.00975302,0.000056509354,0.00006240269,0.00002484154,0.00011259779,0.00016206801,0.0022664473],"genre_scores_gemma":[0.99052787,0.0006284011,0.007122763,0.000036168487,0.0000103377,0.000019297902,0.00009304471,0.000023527318,0.0015385262],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993944,0.0000044111016,0.000003767456,0.000015921445,0.000023430232,0.000012971874],"domain_scores_gemma":[0.99994874,0.000009411182,0.000016847087,0.0000045869674,0.0000114201775,0.000009046744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000062792955,0.000308019,0.00014152048,0.00025644468,0.0000901192,0.000189094,0.00017738857,0.00038634968,0.00060693035],"category_scores_gemma":[0.0000937772,0.00014713782,0.00020332633,0.00014299946,0.00012112248,0.0003025139,0.00015845994,0.00034674036,0.00024693628],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000995007,0.000010587462,0.000047548463,0.000039978277,0.000002998139,0.00002965716,0.0000059973904,0.00022433087,0.9981184,0.000083512095,0.000016801565,0.0014103316],"study_design_scores_gemma":[0.0000028439724,0.000069641406,0.0005297566,0.000003189244,0.0000066086895,0.000046576515,0.0000073348247,0.0016165673,0.99645376,0.000026259551,0.0012329225,0.0000044832946],"about_ca_topic_score_codex":0.0003624197,"about_ca_topic_score_gemma":0.0018729683,"teacher_disagreement_score":0.00060693035,"about_ca_system_score_codex":0.00019932124,"about_ca_system_score_gemma":0.000120691635,"threshold_uncertainty_score":0.0020303726},"labels":[],"label_agreement":null},{"id":"W4400738299","doi":"10.1061/jmcee7.mteng-16746","title":"Geotechnical Performance of Alkali-Activated Uncalcined Clayey Soils with Hydroxide- and Aluminate-Based Activators","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Aluminate; Clay soil; Geotechnical engineering; Soil water; Materials science; Cement; Environmental science; Geology; Composite material; Soil science","score_opus":0.007971871903280976,"score_gpt":0.21959558096201057,"score_spread":0.2116237090587296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400738299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873,0.00041598087,0.00032694102,0.000014785932,0.000006444003,0.00001063006,0.00007334706,0.000013123467,0.0004086761],"genre_scores_gemma":[0.99790776,0.00037884226,0.00081578223,0.00001549841,0.000004814609,0.0000089241175,0.00009947131,0.0000081538665,0.0007608518],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967504,0.000056890156,0.000034454755,0.000051535364,0.00012529193,0.000056875022],"domain_scores_gemma":[0.9996915,0.00006869408,0.00008537547,0.000014239017,0.00008560146,0.00005475981],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032555498,0.00040745892,0.00030905617,0.00038812828,0.00014089451,0.00044833013,0.00035918286,0.0003386779,0.00076842547],"category_scores_gemma":[0.00047356807,0.00017807442,0.00023188732,0.0003297683,0.00019297493,0.00032798963,0.0003117491,0.00036362614,0.00025830374],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018012771,0.0000243091,0.0005823014,0.00010869915,0.000009226306,0.00004603801,0.000023535003,0.00023439706,0.9973322,0.000017866092,0.000008606756,0.001432676],"study_design_scores_gemma":[0.0000070477886,0.00050247594,0.0024293328,0.000007924285,0.000017663964,0.00004830568,0.00006286336,0.00061586866,0.99574924,0.000010469526,0.00054179644,0.0000069711355],"about_ca_topic_score_codex":0.0008175058,"about_ca_topic_score_gemma":0.0025067723,"teacher_disagreement_score":0.0008175058,"about_ca_system_score_codex":0.00024304067,"about_ca_system_score_gemma":0.00028731363,"threshold_uncertainty_score":0.0025706291},"labels":[],"label_agreement":null},{"id":"W4400914093","doi":"10.1061/jmcee7.mteng-17448","title":"Thermal Conductivity of Stabilized Loess with Different Types of Lignin","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Lignin; Loess; Thermal conductivity; Materials science; Composite material; Conductivity; Geotechnical engineering; Chemistry; Geology; Organic chemistry","score_opus":0.008340040095037374,"score_gpt":0.19976732257074228,"score_spread":0.1914272824757049,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400914093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99869245,0.00034970592,0.000557811,0.000009918057,0.000008172022,0.0000043064756,0.00007665978,0.000013256862,0.00028780734],"genre_scores_gemma":[0.998288,0.00019991296,0.00067763386,0.000021944326,0.0000033553242,0.000010146426,0.00014278118,0.000010157171,0.00064608007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998332,0.000023989402,0.000013468827,0.00004011068,0.000056181158,0.00003307703],"domain_scores_gemma":[0.9997657,0.000055390552,0.00006958659,0.000013089803,0.00007369137,0.000022541142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024355264,0.0003136057,0.00018903866,0.00028655477,0.000113124945,0.0003381562,0.00016187223,0.00025618932,0.00074935],"category_scores_gemma":[0.00046884487,0.00013951695,0.0002192254,0.0002796801,0.00020066791,0.00030033677,0.00016464858,0.00036968282,0.00011241169],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012998763,0.000012695292,0.0004946516,0.000040043727,0.000008096019,0.000025660682,0.00002830846,0.0002867141,0.9978217,0.000040782532,0.000018414763,0.0010929654],"study_design_scores_gemma":[0.0000093746,0.00022158024,0.0052273693,0.0000069383727,0.000019842793,0.000032236858,0.000051511648,0.0018351428,0.9920974,0.000023052951,0.00046546687,0.000010051965],"about_ca_topic_score_codex":0.00075596257,"about_ca_topic_score_gemma":0.0016735125,"teacher_disagreement_score":0.00075596257,"about_ca_system_score_codex":0.00030261948,"about_ca_system_score_gemma":0.000108567205,"threshold_uncertainty_score":0.0025068521},"labels":[],"label_agreement":null},{"id":"W4401336564","doi":"10.1061/jmcee7.mteng-17718","title":"Use of Nondestructive Impedance Spectroscopy for the Assessment of Clay–Lime Reaction Kinetics: Influence of Clay Mineralogy, Lime Content, and Curing Conditions","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Clay minerals and soil interactions","field":"Materials Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Lime; Curing (chemistry); Materials science; Clay minerals; Mineralogy; Composite material; Kinetics; Geotechnical engineering; Metallurgy; Chemistry; Geology","score_opus":0.034634450479079,"score_gpt":0.3162921849663432,"score_spread":0.2816577344872642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401336564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7588964,0.0033063265,0.2350087,0.00017017618,0.00008274731,0.00014157646,0.00047119593,0.00040864918,0.0015142511],"genre_scores_gemma":[0.8742758,0.0024765295,0.121470675,0.00009624996,0.00003379713,0.00013396914,0.0002489696,0.000051757932,0.0012123025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992939,0.00015591898,0.000058100537,0.00018451392,0.00027054778,0.000036936053],"domain_scores_gemma":[0.99908435,0.0004699219,0.0001815513,0.00009017627,0.00014974504,0.000024363886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011515212,0.00073478505,0.00046030566,0.0007736882,0.0001422554,0.0004556576,0.00040636424,0.0006344549,0.00035365904],"category_scores_gemma":[0.002056982,0.00029242787,0.00027975053,0.00047513776,0.0003217045,0.00079097017,0.00037426825,0.00046198373,0.00017883757],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006002404,0.000025220781,0.0012716108,0.00010666372,0.000011453921,0.00003372555,0.00004834792,0.00033994293,0.9888859,0.0000499532,0.000013746906,0.00915346],"study_design_scores_gemma":[0.000007038213,0.0002780326,0.005083959,0.000010769538,0.000029335146,0.00023177735,0.00008200949,0.010936178,0.98234737,0.00013842077,0.00083126314,0.000023878914],"about_ca_topic_score_codex":0.00023937399,"about_ca_topic_score_gemma":0.0005733873,"teacher_disagreement_score":0.0011515212,"about_ca_system_score_codex":0.000151031,"about_ca_system_score_gemma":0.00014909131,"threshold_uncertainty_score":0.006089866},"labels":[],"label_agreement":null},{"id":"W4402226784","doi":"10.1061/jmcee7.mteng-17700","title":"Evaluating Mechanical Properties of Lightweight Cellular Concrete Backfill with Dynamic Cone Penetration Tests","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","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":"BGC Engineering (Canada)","funders":"","keywords":"Materials science; Penetration (warfare); Geotechnical engineering; Penetration test; Composite material; Durability; Structural engineering; Engineering; Asphalt","score_opus":0.012427414979375084,"score_gpt":0.2247516886250769,"score_spread":0.21232427364570183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402226784","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908173,0.00034974454,0.0069373595,0.000012711797,0.000009136416,0.0000486855,0.0003498973,0.000054541866,0.0014207019],"genre_scores_gemma":[0.995458,0.00020430493,0.0028886793,0.000012959237,0.0000027969547,0.000028444452,0.00021872844,0.000012896889,0.0011731479],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99937075,0.000039134346,0.000032846674,0.000055026823,0.0004511259,0.000051052786],"domain_scores_gemma":[0.9990802,0.00017294587,0.00023589667,0.000060585935,0.0003714899,0.00007881034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005710568,0.00050487876,0.00017687866,0.0011790303,0.00021701283,0.00019031022,0.00030392318,0.00028794407,0.0015052346],"category_scores_gemma":[0.000831716,0.00017754137,0.00019338015,0.00076085766,0.00029339464,0.00034412477,0.00032513533,0.0002611435,0.00027629273],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012010475,0.000055524884,0.008002907,0.000111736714,0.000009119263,0.00021576055,0.00019767566,0.0017423958,0.9732347,0.00012986679,0.000113474234,0.016066743],"study_design_scores_gemma":[0.000011795735,0.002039981,0.09465749,0.000046269895,0.00003747783,0.00058772805,0.00070493616,0.0062548597,0.89204335,0.00017010538,0.0033959507,0.000050117123],"about_ca_topic_score_codex":0.0011973206,"about_ca_topic_score_gemma":0.0050258785,"teacher_disagreement_score":0.0015052346,"about_ca_system_score_codex":0.00019201501,"about_ca_system_score_gemma":0.00022406424,"threshold_uncertainty_score":0.00503546},"labels":[],"label_agreement":null},{"id":"W4402596534","doi":"10.1061/jmcee7.mteng-17771","title":"Synergistic Effect of C-S-H–PCE and Al2(SO4)3 on the Hydration Properties of Lithium Slag–Cement Composite Binder","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Cement; Composite number; Materials science; Slag (welding); Lithium (medication); Composite material","score_opus":0.011626772032703611,"score_gpt":0.21819075759053225,"score_spread":0.20656398555782862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402596534","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975189,0.0006973473,0.0009019513,0.000015263608,0.000011801147,0.000017693366,0.000048806287,0.000040999817,0.0007473828],"genre_scores_gemma":[0.9978097,0.00033642238,0.0012324346,0.000014589417,0.000005167918,0.000013249542,0.000031925014,0.000008176284,0.0005484499],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998399,0.000016090295,0.000014459674,0.000023412958,0.0000654856,0.00004067404],"domain_scores_gemma":[0.99990964,0.000018329434,0.000021256961,0.000007841448,0.000020613448,0.000022382987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014273572,0.0003553907,0.000301601,0.000288288,0.00012975375,0.00018576998,0.00016748114,0.00017447777,0.00076707307],"category_scores_gemma":[0.00015674469,0.00017201694,0.00036442763,0.00018687875,0.0001783888,0.0002322504,0.00021968658,0.00026282304,0.00012438609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008370787,0.000018480669,0.00015881934,0.000058281228,0.0000058313835,0.00003067145,0.000010976074,0.00018819675,0.9979588,0.000024461624,0.000015182674,0.0014465955],"study_design_scores_gemma":[0.0000062407685,0.00021374144,0.0017029751,0.0000020924738,0.000015839041,0.000034493878,0.000010575051,0.00086510566,0.9966575,0.000008709376,0.00047713157,0.00000558933],"about_ca_topic_score_codex":0.00077826885,"about_ca_topic_score_gemma":0.0021936418,"teacher_disagreement_score":0.00077826885,"about_ca_system_score_codex":0.00014622744,"about_ca_system_score_gemma":0.000228952,"threshold_uncertainty_score":0.0025661588},"labels":[],"label_agreement":null},{"id":"W4403828947","doi":"10.1061/jmcee7.mteng-18786","title":"Experimental Investigation of the Shear Resistance of CLT Panels with Unreinforced and Reinforced End Notches","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia; University of Victoria","funders":"","keywords":"Structural engineering; Shear (geology); Unreinforced masonry building; Materials science; Geotechnical engineering; Engineering; Composite material","score_opus":0.007563387991391956,"score_gpt":0.1943952007036088,"score_spread":0.18683181271221685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403828947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99802446,0.000049655708,0.0013974563,0.000004208388,0.000007935387,0.000023929977,0.000071639915,0.000022613101,0.0003980874],"genre_scores_gemma":[0.99698013,0.00004654427,0.0019707447,0.000009611385,0.0000047625385,0.000025931593,0.0001101488,0.00001844486,0.00083365844],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993316,0.00006977788,0.000063896965,0.00014762513,0.00029744153,0.000089705674],"domain_scores_gemma":[0.9984989,0.0003928539,0.00021087559,0.0003248058,0.00044130386,0.00013121088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007314682,0.00067708356,0.0004079249,0.0005552383,0.0004156877,0.00016529462,0.0005600012,0.0005401171,0.002962626],"category_scores_gemma":[0.0011820225,0.0003274897,0.00033755388,0.00024558994,0.00051316986,0.000321118,0.0004245791,0.00046317786,0.00047456738],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033684,0.00015626385,0.0038938145,0.00007583462,0.000016633367,0.00017880953,0.0002619027,0.0024048283,0.98830545,0.000036044312,0.000044621367,0.0042890087],"study_design_scores_gemma":[0.000033746262,0.005630163,0.035924263,0.000022299218,0.0000402369,0.0003623973,0.00036889192,0.008808719,0.9480275,0.00005605232,0.0006998923,0.000025832565],"about_ca_topic_score_codex":0.0005662183,"about_ca_topic_score_gemma":0.0018352809,"teacher_disagreement_score":0.002962626,"about_ca_system_score_codex":0.00017332453,"about_ca_system_score_gemma":0.00014876187,"threshold_uncertainty_score":0.009910941},"labels":[],"label_agreement":null},{"id":"W4404837712","doi":"10.1061/jmcee7.mteng-17418","title":"Rapid Assessment of Concrete Resistance to Physical Sulfate Attack: Effects of the Binder, the Water-to-Binder Ratio, and the Entrained Air","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Air entrainment; Composite material; Sulfate; Materials science; Impact resistance; Durability; Water resistance; Water–cement ratio; Forensic engineering; Compressive strength; Metallurgy; Engineering","score_opus":0.007236762867386708,"score_gpt":0.21594365333450144,"score_spread":0.20870689046711474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404837712","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974015,0.00033816326,0.0017437724,0.000006186202,0.0000049661944,0.000047375448,0.000059379014,0.000017271383,0.0003814312],"genre_scores_gemma":[0.99448735,0.00038232654,0.00402621,0.000008963675,0.000004047912,0.000051249302,0.00014402889,0.000009305613,0.0008866735],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963284,0.000075928896,0.000035985508,0.000056954308,0.00015745698,0.000040914034],"domain_scores_gemma":[0.99963486,0.0000637734,0.00011052533,0.00003346601,0.000093257266,0.00006407284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045154602,0.00058446603,0.00023039026,0.0003225884,0.00014552777,0.00019667055,0.0001868832,0.00025505456,0.0006697509],"category_scores_gemma":[0.00044874722,0.00016365653,0.00024507768,0.00018231844,0.00025763278,0.00025127447,0.00024194708,0.0003704643,0.00014105192],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000840187,0.00003644672,0.000742675,0.000018231103,0.0000054887423,0.000012636425,0.00002389432,0.00006813171,0.99804,0.000006711058,0.0000031545087,0.00095865567],"study_design_scores_gemma":[0.0000054001544,0.0015000057,0.014300541,0.0000035683786,0.000020827243,0.000053199903,0.00003487631,0.0006899424,0.98316664,0.0000085554275,0.00021043759,0.000005973961],"about_ca_topic_score_codex":0.0008893128,"about_ca_topic_score_gemma":0.0019663095,"teacher_disagreement_score":0.0008893128,"about_ca_system_score_codex":0.00014074935,"about_ca_system_score_gemma":0.00025271747,"threshold_uncertainty_score":0.00238806},"labels":[],"label_agreement":null},{"id":"W4406277592","doi":"10.1061/jmcee7.mteng-18997","title":"Cracking and Aging of Asphalt Mixtures Using the Illinois Flexibility Index Test","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Asphalt; Cracking; Index (typography); Forensic engineering; Asphalt pavement; Materials science; Geotechnical engineering; Environmental science; Engineering; Composite material; Computer science","score_opus":0.016098491182714985,"score_gpt":0.2713620885819073,"score_spread":0.2552635973991923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406277592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9844599,0.00060647476,0.012662986,0.000012566472,0.000012768846,0.00012864251,0.00025392033,0.00016378246,0.0016989235],"genre_scores_gemma":[0.9864784,0.0001957163,0.011328338,0.000015935366,0.0000034541154,0.00006289961,0.00035395563,0.000022620723,0.0015387235],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987708,0.00009154978,0.00014030279,0.0002005754,0.0007260053,0.000070813985],"domain_scores_gemma":[0.99861336,0.00019970349,0.00044325617,0.00008891273,0.0005314731,0.00012326124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007942758,0.00047891337,0.00025386093,0.0015770977,0.00026730896,0.00027967265,0.00044747387,0.00038063474,0.0011336094],"category_scores_gemma":[0.0010342569,0.0002438912,0.0004341363,0.0005992508,0.0002596794,0.00057677994,0.0005239922,0.00037208927,0.00026220432],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005191085,0.00020262405,0.056586303,0.00013624126,0.00005375735,0.00021439198,0.00047242877,0.0015878328,0.9188792,0.00014829978,0.0001357839,0.021064019],"study_design_scores_gemma":[0.000015786063,0.0031615137,0.28020403,0.00003715459,0.0001332181,0.0005588248,0.0004383207,0.0098521635,0.70315397,0.00010519401,0.0022380627,0.00010189056],"about_ca_topic_score_codex":0.0015232177,"about_ca_topic_score_gemma":0.004664317,"teacher_disagreement_score":0.0015770977,"about_ca_system_score_codex":0.00023703923,"about_ca_system_score_gemma":0.00016077531,"threshold_uncertainty_score":0.0042005777},"labels":[],"label_agreement":null},{"id":"W4407110943","doi":"10.1061/jmcee7.mteng-19101","title":"A Laboratory Study on Enhancing Asphalt Mixture Properties through Dry Mixing with High-Dose Multilayer Plastic Packaging Pellet Additives","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia; University of Waterloo","funders":"","keywords":"Pellet; Asphalt; Materials science; Mixing (physics); Pellets; Composite material; Plastic packaging; Waste management; Plastic waste; Engineering","score_opus":0.010275617461808084,"score_gpt":0.22999216694192143,"score_spread":0.21971654948011335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407110943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99615866,0.00038020517,0.0026638152,0.000026930427,0.000025073425,0.00010982894,0.00011348724,0.000026908529,0.0004950895],"genre_scores_gemma":[0.9899205,0.0007475044,0.007434148,0.00005612879,0.000019993038,0.00012311652,0.00015395613,0.000012722877,0.001532031],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994654,0.00011577271,0.000049503404,0.00014404286,0.00015452113,0.000070793125],"domain_scores_gemma":[0.9995065,0.00010424927,0.00016043695,0.000061018814,0.000096608375,0.00007112858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005722705,0.00078266085,0.0004341715,0.00036186472,0.00034708515,0.00041458203,0.0004333943,0.0005975244,0.000930962],"category_scores_gemma":[0.00040250286,0.00021962645,0.0008023894,0.00024107206,0.00030405476,0.000410274,0.00030889,0.0006475908,0.00023512552],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032040782,0.0010355926,0.00054612133,0.000087350454,0.000016598611,0.00004681793,0.000043776417,0.00023048946,0.9955941,0.000020895846,0.000018526134,0.0020393396],"study_design_scores_gemma":[0.000034541587,0.019637372,0.0022065553,0.000007991769,0.00007616915,0.000079466605,0.000053857293,0.0005190806,0.9767079,0.000018157061,0.00064429676,0.0000145942],"about_ca_topic_score_codex":0.0006621526,"about_ca_topic_score_gemma":0.000866163,"teacher_disagreement_score":0.000930962,"about_ca_system_score_codex":0.00021426434,"about_ca_system_score_gemma":0.00033169074,"threshold_uncertainty_score":0.0031144023},"labels":[],"label_agreement":null},{"id":"W4407136188","doi":"10.1061/jmcee7.mteng-18665","title":"A Sustainable Soil Stabilization Technique Using Medical Waste Incineration Ash, Coal-Based Fly Ash, and Polyethylene Terephthalate Strips","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Fly ash; Incineration; Polyethylene terephthalate; Waste management; Incinerator bottom ash; Bottom ash; Coal; Materials science; Environmental science; Composite material; Engineering","score_opus":0.008356896418125296,"score_gpt":0.24876691059617645,"score_spread":0.24041001417805116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407136188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9772341,0.005067781,0.015158997,0.00009312034,0.000024205612,0.000061623265,0.00014715643,0.00010493912,0.002108043],"genre_scores_gemma":[0.9862266,0.0022787824,0.009840933,0.000034136356,0.0000066223383,0.000025401732,0.00009295662,0.000006048188,0.0014884681],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988925,0.0000142561585,0.000008994249,0.000021462303,0.000052585132,0.000013470276],"domain_scores_gemma":[0.99993086,0.000007498164,0.000033019114,0.000007592601,0.000012505994,0.000008526795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011442215,0.00034386615,0.00014690204,0.0003432285,0.00014147366,0.00019423166,0.00021627005,0.00031141908,0.0004265326],"category_scores_gemma":[0.000095436386,0.00012872081,0.00022490046,0.00032588228,0.00013477747,0.00031603593,0.00019454566,0.00019931213,0.00017623525],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023840934,0.000030029174,0.0005343096,0.000106710075,0.0000074953746,0.00008076622,0.000010451252,0.00023593366,0.99135005,0.000096425385,0.000022822887,0.0075011356],"study_design_scores_gemma":[0.0000032411099,0.00042526543,0.0028984535,0.000014003404,0.000016928567,0.00034535016,0.00002196822,0.0007775594,0.9928866,0.000034403605,0.0025702138,0.0000059835725],"about_ca_topic_score_codex":0.00020966548,"about_ca_topic_score_gemma":0.00086087815,"teacher_disagreement_score":0.0004265326,"about_ca_system_score_codex":0.00012589137,"about_ca_system_score_gemma":0.00021271994,"threshold_uncertainty_score":0.0014268756},"labels":[],"label_agreement":null},{"id":"W4407793812","doi":"10.1061/jmcee7.mteng-19463","title":"Investigation of Low-Cycle-Fatigue Behavior of NiTi SMA Rebar and Development of Low-Cycle-Fatigue Model","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"SMA*; Low-cycle fatigue; Materials science; Rebar; Nickel titanium; Structural engineering; Fatigue testing; Composite material; Metallurgy; Shape-memory alloy; Engineering; Computer science","score_opus":0.02885431641452117,"score_gpt":0.25793662434890474,"score_spread":0.22908230793438358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407793812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7172703,0.0029967672,0.2497343,0.0003231928,0.000088762645,0.00024442762,0.00066545495,0.00067070517,0.028006181],"genre_scores_gemma":[0.9867591,0.0005253024,0.009069659,0.00002287841,0.0000080291165,0.00010073136,0.00015873768,0.000024070667,0.0033315902],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999075,0.000008788663,0.00000666567,0.000020374282,0.00003978521,0.00001681538],"domain_scores_gemma":[0.9998704,0.000027331515,0.000034732337,0.000014799031,0.000045400797,0.000007297031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019350777,0.0004917889,0.00035240583,0.0005519536,0.00021402893,0.0002630479,0.0011832234,0.0008512666,0.0011016683],"category_scores_gemma":[0.00029442273,0.00022256932,0.00052638724,0.00022873533,0.00027469578,0.00039323693,0.00019585203,0.00038215506,0.00030110226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011937267,0.00016575436,0.005444271,0.00039222738,0.000026995613,0.0006486811,0.0002516648,0.7840458,0.17516868,0.00584934,0.0008685827,0.027018562],"study_design_scores_gemma":[0.0000016377936,0.000033131815,0.0008717569,0.0000060163356,0.000003757645,0.000034776756,0.000011070305,0.9948048,0.0036535026,0.00018704851,0.00038681988,0.000005571258],"about_ca_topic_score_codex":0.0062067457,"about_ca_topic_score_gemma":0.0044416,"teacher_disagreement_score":0.0062067457,"about_ca_system_score_codex":0.00037918895,"about_ca_system_score_gemma":0.00032929957,"threshold_uncertainty_score":0.012341261},"labels":[],"label_agreement":null},{"id":"W4408912288","doi":"10.1061/jmcee7.mteng-19391","title":"Impact of Curing Age and Capillary Action on Microstructural and Stress–Strain Response of a Geopolymer-Stabilized Sandy Soil","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Materials science; Curing (chemistry); Geopolymer; Composite material; Stress–strain curve; Stress (linguistics); Geotechnical engineering; Compressive strength; Deformation (meteorology); Geology","score_opus":0.011132547553311339,"score_gpt":0.2758465118164453,"score_spread":0.264713964263134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408912288","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992362,0.00017981464,0.00034934853,0.0000051302786,0.0000024237233,0.0000042558695,0.000027170638,0.0000072394837,0.00018844592],"genre_scores_gemma":[0.999188,0.00015080051,0.00035983644,0.0000060033826,0.0000016271572,0.0000036588283,0.000029892246,0.0000036587164,0.00025650417],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998785,0.00001169058,0.000009162742,0.000020657912,0.00005788784,0.000021975013],"domain_scores_gemma":[0.99980086,0.00004488038,0.00006335743,0.000010450203,0.000052909403,0.000027457361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019716905,0.00022335419,0.00019830915,0.00019498466,0.00010416486,0.00018241705,0.00010532215,0.00017556903,0.00068694155],"category_scores_gemma":[0.0002535992,0.000121456964,0.00017408094,0.00015412366,0.00014648156,0.0002028842,0.00012832154,0.00019899823,0.000086686756],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000085029664,0.000014534934,0.0018057013,0.000031860985,0.000005786926,0.00004380447,0.000027623526,0.00028515686,0.9955379,0.000017172737,0.000005955354,0.0021395646],"study_design_scores_gemma":[0.0000038594094,0.000713984,0.029416446,0.0000053318286,0.000025082383,0.00009582335,0.000094332354,0.0017545305,0.96734756,0.000021512675,0.00051328976,0.000008195982],"about_ca_topic_score_codex":0.0007438212,"about_ca_topic_score_gemma":0.0026643162,"teacher_disagreement_score":0.0007438212,"about_ca_system_score_codex":0.00015853521,"about_ca_system_score_gemma":0.00021537613,"threshold_uncertainty_score":0.002298057},"labels":[],"label_agreement":null},{"id":"W4409546563","doi":"10.1061/jmcee7.mteng-19601","title":"Kinetics Decoupling Method for Thermo-Photo Coupling Aging Effects of Asphalt Considering Aging Time and Depth: A Chemical Reaction Kinetics Study","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Kinetics; Asphalt; Decoupling (probability); Materials science; Chemical kinetics; Accelerated aging; Coupling (piping); Composite material; Engineering; Physics","score_opus":0.011556233781897931,"score_gpt":0.28192190374308246,"score_spread":0.27036566996118455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409546563","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":[0.06607785,0.0014094184,0.92918605,0.00010332398,0.00006895161,0.00008481443,0.00012782803,0.0006479625,0.0022938969],"genre_scores_gemma":[0.8357653,0.003638545,0.15295699,0.00010776829,0.000051039817,0.00040372222,0.000433127,0.00026065545,0.006382899],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997162,0.000025325568,0.00002056756,0.00008987055,0.00011933844,0.000028700473],"domain_scores_gemma":[0.99971086,0.0000970948,0.000049225386,0.00002959948,0.00009633287,0.000016904243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076039013,0.0012687553,0.00069780764,0.00081817247,0.00029715447,0.0005835782,0.0007860033,0.0007305218,0.001504193],"category_scores_gemma":[0.0010235338,0.0006007648,0.0012628068,0.0005720453,0.00022524425,0.0017809481,0.00047561983,0.0011200375,0.0005318695],"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":[0.00018289239,0.0002684258,0.007414779,0.0010372564,0.00011542504,0.00037130597,0.00042121112,0.5150558,0.31640255,0.012105068,0.0009812916,0.14564401],"study_design_scores_gemma":[0.0000056545473,0.000040192284,0.00058515667,0.00001054297,0.000037361857,0.000050245966,0.000022716114,0.9672455,0.029721236,0.0008511406,0.0014106304,0.000019496705],"about_ca_topic_score_codex":0.005200524,"about_ca_topic_score_gemma":0.0032310714,"teacher_disagreement_score":0.005200524,"about_ca_system_score_codex":0.00067017105,"about_ca_system_score_gemma":0.0012543483,"threshold_uncertainty_score":0.010340512},"labels":[],"label_agreement":null},{"id":"W4409764520","doi":"10.1061/jmcee7.mteng-19500","title":"Self-Healing Capacity of Cemented Paste Backfill in Response to Internal Sulfate Exposure","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Sulfate; Geotechnical engineering; Materials science; Composite material; Engineering; Metallurgy","score_opus":0.009347014927427835,"score_gpt":0.20378940440673562,"score_spread":0.19444238947930778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409764520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873704,0.00032430873,0.0006260662,0.000009102274,0.000004992222,0.000009420867,0.000048900154,0.000022163958,0.00021804392],"genre_scores_gemma":[0.9985164,0.0001907044,0.00072522496,0.00001494003,0.0000027228193,0.000011300517,0.0000643389,0.000010780067,0.00046361683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997756,0.000025559013,0.000013695519,0.000040607243,0.00011002817,0.000034542285],"domain_scores_gemma":[0.9997255,0.000048810478,0.00009272243,0.000027439613,0.00007122373,0.000034210432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001998158,0.0003114859,0.00033058485,0.00019745594,0.000114315924,0.00022173158,0.00017266982,0.00025355953,0.0008056544],"category_scores_gemma":[0.00032771894,0.00012526881,0.0002183428,0.00011972854,0.00026212234,0.00025006704,0.00024109527,0.00029387954,0.000120665514],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052094467,0.0000089877485,0.0002696561,0.000026314325,0.0000028046538,0.000024206985,0.000022403883,0.000059476162,0.9987608,0.0000054891616,0.0000046000414,0.00076299853],"study_design_scores_gemma":[0.0000015367165,0.00028839058,0.003579984,0.000002943392,0.0000063941006,0.000039172348,0.00003450953,0.00030507706,0.9955238,0.000008313386,0.00020693478,0.0000029197095],"about_ca_topic_score_codex":0.0004241014,"about_ca_topic_score_gemma":0.0007829805,"teacher_disagreement_score":0.0008056544,"about_ca_system_score_codex":0.00014786878,"about_ca_system_score_gemma":0.00013480458,"threshold_uncertainty_score":0.0026951432},"labels":[],"label_agreement":null},{"id":"W4409765412","doi":"10.1061/jmcee7.mteng-19725","title":"Sustainable Recycling of Reclaimed Asphalt in Atypical Low-Asphaltene Binders Made from Athabasca Oil Sands Bitumen","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Asphalt; Oil sands; Asphaltene; Rut; Environmental science; Waste management; Asphalt pavement; Geotechnical engineering; Geology; Materials science; Engineering; Composite material","score_opus":0.005638601192229148,"score_gpt":0.22513687816622238,"score_spread":0.21949827697399324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409765412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993405,0.00006400952,0.00015620084,0.0000032812416,0.0000010169543,0.0000037875714,0.00003714942,0.0000072485777,0.00038684142],"genre_scores_gemma":[0.998626,0.00008766311,0.00054384075,0.0000028331779,4.3664187e-7,0.0000035058251,0.00005156398,0.000004934717,0.00067921705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997805,0.000010935997,0.000011570207,0.00003075154,0.000108459004,0.00005787537],"domain_scores_gemma":[0.99992037,0.000004758788,0.00002252518,0.000008563034,0.000026927837,0.000016789701],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015229319,0.0003450793,0.00022204872,0.0007211819,0.00043553984,0.0004627961,0.0003378879,0.00018678594,0.0006029486],"category_scores_gemma":[0.00011070055,0.00013502753,0.00022945245,0.00052575994,0.00024337877,0.00024731303,0.00026197993,0.00018405463,0.00014988214],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016741944,0.000050203802,0.0038632709,0.000046816025,0.000011246876,0.00014360431,0.000057216665,0.00065515045,0.9894163,0.000040526476,0.00001791238,0.005530435],"study_design_scores_gemma":[0.000006947717,0.0002934286,0.024935521,0.000007247455,0.000032443444,0.000103038896,0.00018200971,0.0009986344,0.972303,0.000016214073,0.0011121846,0.000009341555],"about_ca_topic_score_codex":0.02843268,"about_ca_topic_score_gemma":0.11997042,"teacher_disagreement_score":0.97156733,"about_ca_system_score_codex":0.0008076017,"about_ca_system_score_gemma":0.00047709307,"threshold_uncertainty_score":0.05653435},"labels":[],"label_agreement":null},{"id":"W4413168109","doi":"10.1061/jmcee7.mteng-20870","title":"Assessment of Oat Husk Ash from Cold Climates as a Supplementary Cementitious Material","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Winnipeg; University of Manitoba","funders":"","keywords":"Husk; Cementitious; Environmental science; Materials science; Waste management; Composite material; Geotechnical engineering; Cement; Engineering","score_opus":0.007379618179548124,"score_gpt":0.26499891920530627,"score_spread":0.25761930102575814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413168109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995691,0.0015980582,0.0014001342,0.000023882314,0.00001031238,0.00002944298,0.00028287762,0.000014855279,0.00094945944],"genre_scores_gemma":[0.9948256,0.0013643446,0.002512607,0.00003065033,0.0000048881493,0.000018556551,0.0002667511,0.0000121628855,0.0009645347],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998233,0.000019833602,0.00001151544,0.000028671975,0.000090181624,0.000026416155],"domain_scores_gemma":[0.9998604,0.000015495554,0.000032282238,0.0000054344328,0.00006838694,0.000017939965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031287313,0.00041330708,0.00020236894,0.00068924297,0.00026273733,0.0004127979,0.00017132028,0.000306513,0.00046579394],"category_scores_gemma":[0.00019389804,0.00014126972,0.00027351818,0.00033576202,0.00022836291,0.00023441571,0.00022197994,0.0003122152,0.00013174543],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006116784,0.00001929499,0.0030514193,0.00015505137,0.000022236625,0.00007336992,0.000040772888,0.00032431164,0.9934244,0.00004607123,0.000025347625,0.0027564527],"study_design_scores_gemma":[0.0000049723385,0.00040055768,0.032792717,0.000032804106,0.00007197551,0.00011613995,0.00030720962,0.0014470298,0.96197325,0.00004909507,0.002789626,0.000014624987],"about_ca_topic_score_codex":0.009173874,"about_ca_topic_score_gemma":0.043242853,"teacher_disagreement_score":0.009173874,"about_ca_system_score_codex":0.00037750724,"about_ca_system_score_gemma":0.000614551,"threshold_uncertainty_score":0.018240929},"labels":[],"label_agreement":null},{"id":"W4414517278","doi":"10.1061/jmcee7.mteng-20853","title":"Investigating Deterioration Mechanisms of Outdoor Concrete Staircases Constructed at the Okanagan Campus of UBC","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Reinforced concrete; Frost (temperature); Service life; Precipitation; Cold climate; Compressive strength; Frost heaving","score_opus":0.007491590050891374,"score_gpt":0.21358494429555305,"score_spread":0.2060933542446617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414517278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995704,0.000029625568,0.00008498352,0.0000017735056,4.781545e-7,0.0000076406795,0.000035482328,0.0000039588135,0.00026560682],"genre_scores_gemma":[0.9988225,0.000049241204,0.00031173558,0.0000020892442,4.732035e-7,0.0000051423176,0.00009068243,0.0000025270142,0.0007154788],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997265,0.000015723424,0.000009830042,0.00007275702,0.000101484235,0.00007376434],"domain_scores_gemma":[0.9995951,0.000028253009,0.00009359409,0.000027071283,0.00019547484,0.00006059104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002538188,0.00036782515,0.00029567565,0.0013548583,0.0009348548,0.00063220976,0.00038332376,0.0004615346,0.00050615997],"category_scores_gemma":[0.00031266798,0.0002588925,0.0001959828,0.0009704058,0.0005669238,0.00029848985,0.0003399121,0.00035440002,0.00018072558],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003832128,0.00014305708,0.65763265,0.00014992154,0.000052016665,0.0012207002,0.0030085132,0.0029852262,0.3129097,0.00014128906,0.00013732407,0.021236433],"study_design_scores_gemma":[0.0000025312677,0.00019433815,0.96873885,0.000011304233,0.000029526213,0.000209014,0.002047322,0.00207464,0.02602469,0.0000124276985,0.000639721,0.000015675361],"about_ca_topic_score_codex":0.15890512,"about_ca_topic_score_gemma":0.47000542,"teacher_disagreement_score":0.84109485,"about_ca_system_score_codex":0.0017744226,"about_ca_system_score_gemma":0.0013558187,"threshold_uncertainty_score":0.31596035},"labels":[],"label_agreement":null},{"id":"W4416796717","doi":"10.1061/jmcee7.mteng-21135","title":"Combined Adoption of TIPA and C-S-Hs-PCE to Enhance Early-Age Hydration Kinetics of Lithium Slag–Cement Composite Binder","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","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 Toronto","funders":"","keywords":"Rheology; Ettringite; Composite number; Dissolution; Nanocomposite; Lithium (medication); Kinetics; Calcium silicate","score_opus":0.007620456382368871,"score_gpt":0.24682192537095718,"score_spread":0.2392014689885883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416796717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957211,0.0009573915,0.0021754322,0.000031640186,0.000021494949,0.000023268416,0.00006810064,0.00008436119,0.0009172189],"genre_scores_gemma":[0.99628925,0.00043517136,0.002097,0.000016796575,0.00000609639,0.000019225918,0.00004350369,0.000013484901,0.0010794714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989414,0.000008555951,0.0000115565235,0.00002270006,0.000035340745,0.000027759512],"domain_scores_gemma":[0.9999149,0.000014453271,0.000025061838,0.000006770263,0.000018664972,0.000020091618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012374972,0.00033225314,0.00025580125,0.0002853759,0.000091698035,0.00021777436,0.00017988765,0.00021730748,0.0008235293],"category_scores_gemma":[0.00016989995,0.00013660933,0.000287114,0.0002009852,0.00014668255,0.00034102023,0.00018802534,0.0003883126,0.0001948971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005204374,0.000018330764,0.00006941392,0.000043315096,0.0000035870712,0.00001794256,0.000008464148,0.00010733213,0.9980671,0.000037995884,0.000015310963,0.001559241],"study_design_scores_gemma":[0.0000047463427,0.00012241397,0.0005158013,0.0000017633042,0.0000074053896,0.000016828271,0.0000050898097,0.0008357523,0.9979656,0.000005967207,0.00051532855,0.0000033552644],"about_ca_topic_score_codex":0.0005691509,"about_ca_topic_score_gemma":0.0016899502,"teacher_disagreement_score":0.0008235293,"about_ca_system_score_codex":0.00016227372,"about_ca_system_score_gemma":0.00020039143,"threshold_uncertainty_score":0.0027549863},"labels":[],"label_agreement":null},{"id":"W641696471","doi":"10.1061/(asce)mt.1943-5533.0000798","title":"Mechanistic Characterization and Performance Evaluation of Recycled Aggregate Systems","year":2013,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Aggregate (composite); Geotechnical engineering; Subgrade; Environmental science; Asphalt; Hardening (computing); Laboratory test; Material properties; Materials science; Composite material; Geology; Engineering","score_opus":0.010970996956668321,"score_gpt":0.1989269586699583,"score_spread":0.18795596171329,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W641696471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99010146,0.00056016905,0.007742096,0.000013207683,0.00000710074,0.00012257921,0.00036208786,0.00006873146,0.001022646],"genre_scores_gemma":[0.9929426,0.00046281586,0.0054249717,0.000011226574,0.0000034526158,0.000064073974,0.00028713056,0.000019557752,0.00078425976],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992716,0.000116878255,0.00007221036,0.00012526214,0.00034007756,0.000074040894],"domain_scores_gemma":[0.9995371,0.000072079674,0.00010022688,0.000062435945,0.00019779793,0.000030379095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009550438,0.0005197716,0.00050941744,0.0011604483,0.00047862175,0.0006953637,0.00066635455,0.00045198223,0.0010351726],"category_scores_gemma":[0.0009249525,0.00017798359,0.00043776463,0.00055396033,0.00039445772,0.00082595967,0.0005066692,0.0004427261,0.00025392073],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015917703,0.00015821312,0.002743952,0.00024710505,0.00003818369,0.00013587985,0.0001566287,0.0058140503,0.9792195,0.00023782744,0.00004239205,0.011047164],"study_design_scores_gemma":[0.000009828061,0.00095521234,0.0074619926,0.00001573683,0.000053584496,0.00009100872,0.00012311555,0.0035141828,0.9861755,0.00007834414,0.0015025077,0.000018923969],"about_ca_topic_score_codex":0.0019561332,"about_ca_topic_score_gemma":0.0037648252,"teacher_disagreement_score":0.0019561332,"about_ca_system_score_codex":0.0006742821,"about_ca_system_score_gemma":0.0004571154,"threshold_uncertainty_score":0.005050838},"labels":[],"label_agreement":null},{"id":"W7106076990","doi":"10.1061/jmcee7.mteng-20832","title":"Using Belitic Calcium Sulfoaluminate Cement to Improve the Early-Age Strength of Limestone Calcined Clay Cement-Based Mixtures","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","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 Alberta","funders":"","keywords":"Mortar; Cement; Calcination; Compressive strength; Scanning electron microscope; Mechanical strength","score_opus":0.01980749392445149,"score_gpt":0.2823272080230448,"score_spread":0.2625197140985933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7106076990","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906565,0.0027992115,0.0043134554,0.00006541784,0.000053151573,0.000040322295,0.00014760328,0.00011802565,0.0018062876],"genre_scores_gemma":[0.994894,0.0008790422,0.0026889984,0.000043268818,0.000009754624,0.00002003211,0.000077103374,0.000029785167,0.001358032],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998006,0.00001769515,0.000020468773,0.000032761516,0.00008983135,0.000038575155],"domain_scores_gemma":[0.9998722,0.000014529686,0.000045772063,0.000006450597,0.000027478602,0.00003348564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002274893,0.0005951322,0.00034227793,0.0008488808,0.00017102274,0.00035742114,0.0002853239,0.0003309762,0.00092124834],"category_scores_gemma":[0.0002905027,0.00023169082,0.0004767051,0.00039950755,0.00016959339,0.0005190822,0.00038258467,0.00067034987,0.0002642479],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000117004776,0.00008794808,0.00045747295,0.00020477893,0.00002064491,0.000085563915,0.000026504038,0.0006592236,0.9933147,0.00016615147,0.000060790615,0.0047992277],"study_design_scores_gemma":[0.0000181638,0.00054514693,0.0037180434,0.000020220194,0.00005871175,0.000093778974,0.000033548662,0.0025634994,0.9895509,0.00006831146,0.003311098,0.00001846487],"about_ca_topic_score_codex":0.0010557516,"about_ca_topic_score_gemma":0.0037958582,"teacher_disagreement_score":0.0010557516,"about_ca_system_score_codex":0.0002689822,"about_ca_system_score_gemma":0.0002861087,"threshold_uncertainty_score":0.0030818582},"labels":[],"label_agreement":null},{"id":"W7116064016","doi":"10.1061/jmcee7.mteng-21361","title":"Fatigue Performance of Asphalt Mixtures Prepared with RAP and Recycling Agents: A Study at the Fine Aggregate Matrix Scale","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","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":"WiLAN (Canada)","funders":"","keywords":"Asphalt; Aggregate (composite); Stiffness; Strain (injury); Matrix (chemical analysis); Fatigue testing; Asphalt pavement; Dissipation","score_opus":0.012077913515499953,"score_gpt":0.2639591253100886,"score_spread":0.2518812117945886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116064016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981754,0.00060564245,0.0008342329,0.000006238904,0.0000050202,0.000012414419,0.000067504814,0.000012247001,0.0002814555],"genre_scores_gemma":[0.9973131,0.0004103753,0.0015480131,0.000010751325,0.000004126275,0.000016229002,0.0000967314,0.000008348231,0.00059235643],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963367,0.000062098254,0.000031120468,0.00006461768,0.00014581942,0.000062646686],"domain_scores_gemma":[0.9996408,0.000079615034,0.00010815817,0.000027207316,0.00010257344,0.00004155629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003654872,0.00042127038,0.00027981962,0.00060592033,0.00022004105,0.00019604707,0.0001794542,0.0003896451,0.0007048324],"category_scores_gemma":[0.00050909485,0.0001658796,0.0002639088,0.00032782985,0.00016960972,0.00040781446,0.00018081315,0.0003894735,0.0001749277],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009813582,0.00003685643,0.00039572053,0.00004326156,0.000009611915,0.000030148716,0.000041451207,0.00030317428,0.9969799,0.000014179569,0.000007461505,0.0020400595],"study_design_scores_gemma":[0.000005337309,0.0014948825,0.006944948,0.0000075580515,0.000028379358,0.000098217446,0.00006098745,0.0011848784,0.9895382,0.000010918234,0.0006159338,0.000009734374],"about_ca_topic_score_codex":0.00087040145,"about_ca_topic_score_gemma":0.002344767,"teacher_disagreement_score":0.00087040145,"about_ca_system_score_codex":0.00015620294,"about_ca_system_score_gemma":0.00009470966,"threshold_uncertainty_score":0.0023579001},"labels":[],"label_agreement":null},{"id":"W7117583389","doi":"10.1061/jmcee7.mteng-21818","title":"Nano-Modified Coatings for Concrete Protection against Magnesium Sulfate","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","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 Winnipeg; University of Manitoba","funders":"","keywords":"Magnesium; Cementitious; Carbonation; Sulfate; Durability; Cement; Efflorescence; Calcium hydroxide; Calcium carbonate; Retarder","score_opus":0.015074077761930756,"score_gpt":0.24275005035864902,"score_spread":0.22767597259671826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117583389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9883986,0.0031865903,0.006173868,0.000052760646,0.000058293877,0.000053262156,0.000105475876,0.0001038844,0.0018672659],"genre_scores_gemma":[0.98892164,0.0014021937,0.0076803584,0.000049264036,0.000008732599,0.000029041175,0.00008869539,0.000017624176,0.0018023798],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985313,0.000012758146,0.0000103243165,0.000027105449,0.00007080147,0.000025824052],"domain_scores_gemma":[0.9998795,0.000016804937,0.000041517244,0.000008920712,0.000037266887,0.000015992744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014801393,0.00037847026,0.00018038385,0.00023884393,0.00011260533,0.00017599057,0.0001985748,0.00040729853,0.000509722],"category_scores_gemma":[0.00016103014,0.00021143934,0.00037394816,0.000078997946,0.00017492071,0.00015715368,0.00021035913,0.00034594676,0.000188418],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000069328253,0.000003479414,0.00004212712,0.00003410026,0.0000024243918,0.00001141202,0.0000043600817,0.00005458985,0.99930966,0.00001369953,0.0000067860424,0.00051046646],"study_design_scores_gemma":[0.0000026718023,0.00013321792,0.0012085482,0.0000055464347,0.000011063798,0.00005546929,0.000010035119,0.0005856284,0.9970221,0.000008145215,0.0009530372,0.0000046501923],"about_ca_topic_score_codex":0.0010308636,"about_ca_topic_score_gemma":0.0030421852,"teacher_disagreement_score":0.0010308636,"about_ca_system_score_codex":0.00021746353,"about_ca_system_score_gemma":0.00015768822,"threshold_uncertainty_score":0.0020497441},"labels":[],"label_agreement":null}]}