{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":578,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":578,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"fd4ae2978d7d","filters":{"topic":"Innovations in Concrete and Construction Materials"}},"results":[{"id":"W3012533326","doi":"10.1016/j.cemconres.2020.106037","title":"Extrusion-based additive manufacturing with cement-based materials – Production steps, processes, and their underlying physics: A review","year":2020,"lang":"en","type":"review","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":558,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Queen's University; Queen's University Belfast; Agence Nationale de la Recherche; Futurum - Akademin för Hälsa och Vård, Region Jönköpings läns; Deutsche Forschungsgemeinschaft; Innovationsfonden","keywords":"Material flow; Extrusion; Process (computing); Field (mathematics); 3D printing; Mechanical engineering; Production (economics); Materials processing; Computer science; Characterization (materials science); Process engineering; Systems engineering; Manufacturing engineering; Biochemical engineering; Materials science; Engineering; Nanotechnology","authors":[{"name":"Viktor Mechtcherine","is_ca":false},{"name":"Freek Bos","is_ca":false},{"name":"Arnaud Perrot","is_ca":false},{"name":"W.R. Leal da Silva","is_ca":false},{"name":"Venkatesh Naidu Nerella","is_ca":false},{"name":"Shirin Fataei","is_ca":false},{"name":"Rob Wolfs","is_ca":false},{"name":"Mohammed Sonebi","is_ca":false},{"name":"Nicolas Roussel","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.122465988470777,"gpt":0.3494778211277906,"spread":0.2270118326570136,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009154597,0.0005560045,0.001257673,0.0002527996,0.0003663758,0.0003070967,0.0002119846,0.0001602436,0.0002403836],"category_scores_gemma":[0.00007926913,0.0004157659,0.00006182367,0.0006341639,0.0002381607,0.0001851994,0.0001052637,0.0004448777,0.00002053007],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001740804,"about_ca_system_score_gemma":0.0005340278,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007176198,"about_ca_topic_score_gemma":0.000001005769,"domain_scores_codex":[0.9973636,0.0003351659,0.0006710921,0.0006747973,0.0004634417,0.0004918679],"domain_scores_gemma":[0.9987102,0.000267826,0.000201639,0.0003747361,0.0003311605,0.0001144315],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00002712278,0.000002104902,2.617763e-7,0.1254579,0.0002316091,0.000009227554,0.00004080981,0.000002857667,0.0004169805,0.0001092255,0.0005360239,0.8731659],"study_design_scores_gemma":[0.0004149381,0.0001759267,1.943808e-7,0.06048547,0.0002822634,0.00001963289,0.0001544514,0.00009211556,0.01382241,0.00004162315,0.923873,0.0006379968],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0002950117,0.9946405,0.001018381,0.000124066,0.0002388544,0.002988311,0.0002744246,0.0001803227,0.0002401398],"genre_scores_gemma":[0.001747562,0.9952887,0.0003555888,0.00007054409,0.0003562288,0.001256756,0.0007812612,0.0001033687,0.00004003374],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.923337,"threshold_uncertainty_score":0.9998294,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2040096189","doi":"10.1617/s11527-012-9902-6","title":"Extension of the Reiner–Riwlin equation to determine modified Bingham parameters measured in coaxial cylinders rheometers","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":267,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Bingham plastic; Rheometer; Solid mechanics; Rheology; Materials science; Yield (engineering); Shear stress; Constitutive equation; Mechanics; Viscoplasticity; Herschel–Bulkley fluid; Stress (linguistics); Shear rate; Coaxial; Mathematics; Thermodynamics; Composite material; Finite element method; Physics; Engineering; Mechanical engineering","authors":[{"name":"Dimitri Feys","is_ca":true},{"name":"Jon Elvar Wallevik","is_ca":false},{"name":"Ammar Yahia","is_ca":true},{"name":"Kamal H. Khayat","is_ca":true},{"name":"Ólafur H. Wallevik","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04069610840353372,"gpt":0.23590593465337,"spread":0.1952098262498363,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003502373,0.0001426815,0.0002395738,0.0001569637,0.00005455146,0.00004634782,0.00009693083,0.00009684817,0.0000462584],"category_scores_gemma":[0.0001021876,0.0001064406,0.00002505059,0.0001991385,0.00005339914,0.0001161808,0.00003869484,0.00004840219,0.000001098379],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002757713,"about_ca_system_score_gemma":0.000008575008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005960861,"about_ca_topic_score_gemma":0.000004732203,"domain_scores_codex":[0.9990399,0.00007232477,0.0004135832,0.0001212416,0.00014613,0.0002067514],"domain_scores_gemma":[0.9996076,0.00003351219,0.00007540116,0.0002032913,0.00004321451,0.00003704635],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004862844,0.000002015992,0.0004490108,0.00004752444,0.00001390987,2.344825e-7,0.0003699916,0.004556645,0.9899619,0.001394668,0.00003686063,0.003118622],"study_design_scores_gemma":[0.0003856316,0.00002256792,0.02909655,0.00004582953,0.00001698278,0.00001101375,0.0001014838,0.000524334,0.96833,0.001210627,0.00007179127,0.0001831543],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996303,0.00004931228,0.0009677032,0.00003456741,0.002270202,0.0002403023,0.0000300579,0.0000364639,0.00006842998],"genre_scores_gemma":[0.9973943,0.00001037194,0.002369019,0.00006507659,0.0001049084,0.00002575899,0.000007742898,0.00001730049,0.000005514602],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02864754,"threshold_uncertainty_score":0.4340521,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2297629466","doi":"10.1108/rpj-01-2015-0011","title":"A survey of the design methods for additive manufacturing to improve functional performance","year":2016,"lang":"en","type":"article","venue":"Rapid Prototyping Journal","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":190,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Manufacturing engineering; 3D printing; Systems engineering; Engineering; Process engineering; Computer science; Mechanical engineering","authors":[{"name":"Yunlong Tang","is_ca":true},{"name":"Yaoyao Fiona Zhao","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04304429421523014,"gpt":0.2876710016291993,"spread":0.2446267074139692,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001718095,0.00009603785,0.0001317363,0.00009373314,0.0001714178,0.00003123361,0.0001428971,0.00004681042,0.0001967922],"category_scores_gemma":[0.0002268429,0.00005680288,0.00005214239,0.0001188297,0.00003133681,0.0001484267,0.00001997132,0.00009397004,0.000004421896],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006482891,"about_ca_system_score_gemma":0.00007004567,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.639965e-7,"about_ca_topic_score_gemma":1.97774e-7,"domain_scores_codex":[0.9991806,0.0001522109,0.0003226997,0.00008691543,0.00008826161,0.0001693646],"domain_scores_gemma":[0.9991769,0.0003064667,0.0001021866,0.0001289916,0.0002542488,0.00003125132],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001234168,0.000001794842,0.00007566533,0.00003147113,0.00006716443,4.778243e-8,0.00003723805,0.000472295,0.1279655,0.0000835077,0.0005202851,0.8706217],"study_design_scores_gemma":[0.0003840619,0.00008150659,0.0102331,0.000140331,0.000008997406,0.00003100946,0.000007571625,0.001489368,0.9781891,0.0003727772,0.008950191,0.000112011],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0617769,0.00004357171,0.9353032,0.00006055772,0.00170885,0.0009445642,0.00003697157,0.00003065754,0.0000948014],"genre_scores_gemma":[0.8220447,0.00007067878,0.1764919,0.00008193521,0.0005139677,0.0006407438,0.000001797669,0.00004052345,0.0001136958],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.8705096,"threshold_uncertainty_score":0.2316354,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2070944909","doi":"10.1016/j.cemconres.2003.10.024","title":"Self-consolidating concrete incorporating new viscosity modifying admixtures","year":2003,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":160,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Natural Resources Canada; Toronto Metropolitan University","funders":"","keywords":"Rheology; Self-consolidating concrete; Materials science; Composite material; Compressive strength; Viscosity; Casting; Slump","authors":[{"name":"Mohamed Lachemi","is_ca":true},{"name":"Khandaker M. Anwar Hossain","is_ca":true},{"name":"V Lambros","is_ca":true},{"name":"P. C. Nkinamubanzi","is_ca":true},{"name":"N. Bouzoubaâ","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05389194559235776,"gpt":0.3110515994858785,"spread":0.2571596538935207,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001537211,0.0002090573,0.0002534353,0.0002486396,0.0005263412,0.0003338763,0.0001696863,0.0001316535,0.0002831869],"category_scores_gemma":[0.0001850516,0.0002168947,0.00003730361,0.0004971975,0.0001344146,0.0002734253,0.00009363611,0.0004158086,0.00004178269],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009549029,"about_ca_system_score_gemma":0.0001768017,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003229435,"about_ca_topic_score_gemma":0.000001295717,"domain_scores_codex":[0.9980705,0.0002258659,0.0004280126,0.000313358,0.0004172645,0.0005450351],"domain_scores_gemma":[0.9990651,0.0002024621,0.0000576387,0.0002835699,0.0002210107,0.0001702405],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00006510538,0.000002286429,0.004158989,0.0008640007,0.0005140135,0.00004891424,0.002150259,0.0002939618,0.579459,0.3752324,0.008358472,0.0288526],"study_design_scores_gemma":[0.004506461,0.0005223995,0.0001594197,0.0004438862,0.000109408,0.0001392421,0.005350369,0.05287407,0.7748535,0.01076902,0.1481941,0.002078129],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9513463,0.0008959241,0.002399629,0.00008298227,0.0004801818,0.0004743657,0.00000992625,0.0003633028,0.04394737],"genre_scores_gemma":[0.9875428,0.0002195908,0.01156841,0.00006282455,0.0002532265,0.00004573524,0.0000149562,0.00003635828,0.0002560644],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3644634,"threshold_uncertainty_score":0.884471,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1619422015","doi":"10.14359/56656","title":"Rheological Control in Production of Engineered Cementitious Composites","year":2009,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":159,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Composite material; Materials science; Rheology; Production (economics)","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.006673891926319095,"gpt":0.2065726943518374,"spread":0.1998988024255183,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003461118,0.00009538335,0.0002280494,0.000170499,0.0000369937,0.00005431675,0.00008624742,0.00006368828,0.0004419981],"category_scores_gemma":[0.0000353943,0.00008764022,0.00002382388,0.0001309034,0.00002639821,0.0001691858,0.000004551052,0.00007946575,0.000009315871],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003245668,"about_ca_system_score_gemma":0.000009885342,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.73787e-7,"about_ca_topic_score_gemma":1.915354e-7,"domain_scores_codex":[0.9991137,0.00004723795,0.0005179068,0.00007054378,0.0001002175,0.0001503725],"domain_scores_gemma":[0.9997087,0.00001162044,0.00008373545,0.00008849014,0.00008711159,0.00002037462],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0000306836,0.000009935491,0.0001077444,0.00001362777,0.00001740899,0.000005659827,0.0000310595,0.002048541,0.9951125,0.001576888,0.000365906,0.0006799889],"study_design_scores_gemma":[0.0007122902,0.00008758396,0.003855878,0.00005366596,0.00001440291,0.0003138579,0.00002825791,0.0001854936,0.9918429,0.002451044,0.0003222564,0.000132406],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9944946,0.00006641398,0.002673928,0.0001474633,0.002158917,0.0001036403,0.000009573266,0.00005921734,0.0002863144],"genre_scores_gemma":[0.9980646,0.00006541221,0.001461886,0.0000547343,0.0003215072,0.000004067082,0.000006585658,0.000006919473,0.00001432537],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003748134,"threshold_uncertainty_score":0.4839569,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2602063666","doi":"10.1016/j.cemconres.2017.03.003","title":"Physico-chemical kinetics of structural build-up of neat cement-based suspensions","year":2017,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":148,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Cement; Materials science; Suspension (topology); Composite material; Rheometry; Nucleation; Zeta potential; Mineralogy; Rheology; Chemistry; Nanotechnology","authors":[{"name":"Ahmed Mostafa","is_ca":true},{"name":"Ammar Yahia","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06463130941905118,"gpt":0.3505341725448566,"spread":0.2859028631258054,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002553108,0.0001082173,0.0002182558,0.000120044,0.0001571974,0.00007047792,0.000253931,0.00006864467,0.0002585288],"category_scores_gemma":[0.00007244309,0.0001035643,0.00003909798,0.0001022121,0.0004882425,0.00008709636,0.0001318556,0.0001386982,0.000003526621],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003123556,"about_ca_system_score_gemma":0.00003123915,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004021845,"about_ca_topic_score_gemma":0.000001116776,"domain_scores_codex":[0.9989142,0.00003698087,0.000308234,0.0001446503,0.0003449337,0.0002509655],"domain_scores_gemma":[0.9989884,0.00008202507,0.00007566802,0.0004531345,0.0003512008,0.0000495012],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00003548896,0.000001109249,0.0009261976,0.0001078865,0.0000414419,9.048205e-7,0.00005444708,0.0000214099,0.9864406,0.007371632,0.0002946316,0.004704256],"study_design_scores_gemma":[0.0007930358,0.00008990328,0.0006416314,0.00006254781,0.00001596948,0.00000125898,0.0001412099,0.004310725,0.9922212,0.0003728909,0.001233707,0.0001159217],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9968672,0.00009512722,0.000156147,0.00008119436,0.0002968623,0.0001897515,0.00002923339,0.00002037039,0.002264056],"genre_scores_gemma":[0.9990665,0.00003964328,0.0006652669,0.000007179586,0.00009629674,0.00001400111,0.00002315457,0.00001418682,0.00007372307],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006998742,"threshold_uncertainty_score":0.4223228,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2155137100","doi":"10.1016/j.cemconcomp.2015.11.002","title":"How do concrete rheology, tribology, flow rate and pipe radius influence pumping pressure?","year":2015,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":141,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Materials science; Tribometer; Rheology; Viscosity; RADIUS; Volumetric flow rate; Tribology; Flow (mathematics); Mechanics; Self-consolidating concrete; Stress (linguistics); Composite material; Geotechnical engineering; Engineering; Compressive strength; Physics","authors":[{"name":"Dimitri Feys","is_ca":false},{"name":"Kamal H. Khayat","is_ca":false},{"name":"Rami Khatib","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0139946961534535,"gpt":0.2113962822661936,"spread":0.1974015861127401,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000381844,0.0002646825,0.0003616868,0.0001305586,0.0001589754,0.0003363599,0.0001476794,0.0001466068,0.00003482612],"category_scores_gemma":[0.00006586598,0.0002649439,0.00002833001,0.0001550623,0.0003571891,0.0003663893,0.0001155606,0.0001564281,0.00000749111],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002225694,"about_ca_system_score_gemma":0.00002629676,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001324242,"about_ca_topic_score_gemma":6.905289e-7,"domain_scores_codex":[0.9988492,0.0001028793,0.0003152647,0.0003015451,0.0001113716,0.0003197769],"domain_scores_gemma":[0.9992598,0.000121579,0.00008117968,0.0002299974,0.0001749292,0.0001325171],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001892516,9.782182e-7,0.01099491,0.0002634494,0.0005545751,0.00002578856,0.0009294992,0.0006026601,0.9413065,0.03574944,0.001969,0.007413895],"study_design_scores_gemma":[0.01089788,0.0008862846,0.003177301,0.0003935885,0.0007531859,0.0005950902,0.00187264,0.1586286,0.5639994,0.004323146,0.2515211,0.002951711],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.988566,0.004784758,0.003956796,0.0004943521,0.0007426364,0.0003071083,0.00003910223,0.0002439841,0.0008652487],"genre_scores_gemma":[0.9960572,0.0004213073,0.002770383,0.0002544469,0.000162425,0.00004644439,0.00004255014,0.00002424665,0.0002209715],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3773071,"threshold_uncertainty_score":0.9999803,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2066853765","doi":"10.1617/s11527-015-0522-9","title":"Influence of aggregate characteristics on workability of superworkable concrete","year":2015,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":134,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Materials science; Aggregate (composite); Sphere packing; Composite material; Rheology; Sieve (category theory); Compressive strength; Fineness; Surface finish; Superplasticizer; Particle (ecology); Atomic packing factor; Geotechnical engineering; Mathematics; Geology","authors":[{"name":"Baudouin M. Aïssoun","is_ca":true},{"name":"Soo-Duck Hwang","is_ca":false},{"name":"Kamal H. Khayat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01234445938879968,"gpt":0.2192960029635853,"spread":0.2069515435747857,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000200903,0.0001136757,0.0003019794,0.00005527362,0.00002147969,0.00002764936,0.00007867323,0.00008211457,0.00008140356],"category_scores_gemma":[0.00007846953,0.00009787858,0.0000140724,0.00008142331,0.0001648542,0.00007586653,0.00002399078,0.00003802818,0.000001234551],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00000999685,"about_ca_system_score_gemma":0.00001598737,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003041023,"about_ca_topic_score_gemma":3.567571e-7,"domain_scores_codex":[0.9992502,0.00003304291,0.0004050864,0.00009961887,0.0001042902,0.0001078013],"domain_scores_gemma":[0.9995225,0.00002686712,0.00009907866,0.0001854612,0.0001306432,0.00003542054],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001029781,0.000001139305,0.00485711,0.0002804278,0.00004103989,0.000001254311,0.0002905659,0.001552169,0.9818272,0.009919077,0.0000935986,0.001033434],"study_design_scores_gemma":[0.0001885519,0.00005524823,0.03701928,0.00006264348,0.00001178388,0.000005081956,0.00004340785,0.00003635981,0.9588462,0.0033542,0.0002565442,0.0001207594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988832,0.00003571335,0.00001303382,0.000005471895,0.000473342,0.0000926904,0.000161376,0.00003948155,0.0002956262],"genre_scores_gemma":[0.9994079,0.00002703406,0.0004450275,0.00001566498,0.00006782782,0.000005110799,0.00001278619,0.00001087514,0.000007698654],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03216217,"threshold_uncertainty_score":0.3991373,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2778133598","doi":"10.21809/rilemtechlett.2017.43","title":"Measuring Rheological Properties of Cement Pastes: Most common Techniques, Procedures and Challenges","year":2017,"lang":"en","type":"article","venue":"RILEM Technical Letters","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":132,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Rheology; Rheometer; Cement; Materials science; Computer science; Process engineering; Mechanical engineering; Mechanics; Composite material; Engineering; Physics","authors":[{"name":"Dimitri Feys","is_ca":false},{"name":"Rolands Cepurītis","is_ca":false},{"name":"Stefan Jacobsen","is_ca":false},{"name":"Karel Lesage","is_ca":false},{"name":"Egor Secrieru","is_ca":false},{"name":"Ammar Yahia","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06338859471726796,"gpt":0.2311178764708469,"spread":0.1677292817535789,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002001977,0.0001290896,0.0002183795,0.00006318255,0.000143678,0.00005373107,0.0002405998,0.0001001035,0.00001153623],"category_scores_gemma":[0.0000825625,0.0001068304,0.00002502751,0.00003221937,0.0002845181,0.0001202877,0.0001140255,0.0001190272,0.000001608179],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002613534,"about_ca_system_score_gemma":0.000007642368,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007717363,"about_ca_topic_score_gemma":0.000005389005,"domain_scores_codex":[0.9992536,0.00001680294,0.0002922523,0.000151415,0.0001289409,0.000156983],"domain_scores_gemma":[0.9994888,0.00001576707,0.00008270013,0.0003491284,0.00003835907,0.00002527408],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001269494,0.000007822016,0.0005316101,0.0003933229,0.00002563472,0.000002776118,0.00002845998,0.0000145468,0.9680986,0.006244766,0.0004046219,0.0242351],"study_design_scores_gemma":[0.0002991004,0.00009115999,0.007229426,0.0006585101,0.00003053503,0.00006850837,0.0000719723,0.0001642772,0.9814621,0.0004685785,0.009020118,0.0004357201],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9911118,0.0009151743,0.0006658562,0.003336699,0.0001931333,0.0003748803,0.000008129988,0.0005978144,0.002796568],"genre_scores_gemma":[0.9959283,0.0006588972,0.003093984,0.0001286762,0.00008472331,0.00008499072,0.00000124259,0.00001546937,0.000003710558],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02379938,"threshold_uncertainty_score":0.4356418,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2114894169","doi":"10.1002/suco.201100014","title":"History and overview of fabric formwork: using fabrics for concrete casting","year":2011,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":131,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"","keywords":"Formwork; Engineering; Construction engineering; Key (lock); Civil engineering; Computer science; Computer security","authors":[{"name":"Diederik Veenendaal","is_ca":false},{"name":"Mark J. West","is_ca":true},{"name":"Philippe Block","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.1204590093436461,"gpt":0.2730532013418243,"spread":0.1525941919981781,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001630977,0.000198769,0.0003357876,0.0001138233,0.00008489774,0.00001512848,0.0001193421,0.0001089877,0.0001979539],"category_scores_gemma":[0.00005262453,0.0002019147,0.00006824569,0.000142253,0.0001584764,0.0002369004,0.00004175258,0.00009530551,0.000001028919],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000109842,"about_ca_system_score_gemma":0.00004343002,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000499622,"about_ca_topic_score_gemma":6.245e-7,"domain_scores_codex":[0.9989586,0.0000214649,0.0004723823,0.0001780477,0.0001019424,0.0002675776],"domain_scores_gemma":[0.9993747,0.0000628265,0.0001533623,0.00018775,0.000173169,0.00004817178],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001211183,5.43084e-8,0.001383493,0.001717473,0.0003194949,0.000007227135,0.002286517,0.00003954882,0.8999698,0.07766757,0.0007017042,0.01578604],"study_design_scores_gemma":[0.005201497,0.0005474343,0.002623232,0.0008678127,0.000839868,0.001011965,0.001615824,0.2222596,0.7071403,0.01359679,0.0407964,0.003499299],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9893183,0.00244115,0.003695728,0.000002288007,0.001519284,0.0002889639,0.00006959213,0.0001298668,0.002534901],"genre_scores_gemma":[0.9640597,0.00006063709,0.03560173,0.00005028239,0.0001337578,0.00001211558,0.00001239004,0.00003682823,0.00003256149],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.22222,"threshold_uncertainty_score":0.8233843,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2886047522","doi":"10.1016/j.autcon.2018.06.015","title":"Feasibility study for drone-based masonry construction of real-scale structures","year":2018,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":122,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Institut national de la recherche scientifique","keywords":"Drone; Masonry; Architectural engineering; Field (mathematics); Scale (ratio); Profitability index; Construction engineering; Computer science; Engineering; Quality (philosophy); Risk analysis (engineering); Systems engineering; Civil engineering; Business","authors":[{"name":"Sébastien Goessens","is_ca":false},{"name":"Caitlin Mueller","is_ca":false},{"name":"Pierre Latteur","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01889454098198898,"gpt":0.2822308544300502,"spread":0.2633363134480612,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004662953,0.0002016742,0.0003207247,0.0004551091,0.000137256,0.00004762795,0.0001232759,0.0001714092,0.0002142329],"category_scores_gemma":[0.00007136619,0.0002268264,0.00006349341,0.000633478,0.0003839428,0.0003245713,0.0000145585,0.0000990601,0.000006529969],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001850011,"about_ca_system_score_gemma":0.00008780431,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000527128,"about_ca_topic_score_gemma":0.00007799272,"domain_scores_codex":[0.998296,0.00009417465,0.0008806192,0.0002965943,0.0002168883,0.0002157595],"domain_scores_gemma":[0.9988365,0.00009298099,0.0002358455,0.0003721883,0.0004303058,0.000032171],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007062004,0.0002440173,0.5468324,0.0009900527,0.0002705656,0.000001792558,0.002453261,0.009697817,0.1695097,0.07188155,0.0006893958,0.1967232],"study_design_scores_gemma":[0.0091561,0.0009772009,0.352745,0.0001994985,0.0001946131,0.0001118082,0.008656707,0.1568659,0.4279787,0.04111903,0.000685191,0.001310285],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.95766,0.000006552939,0.03677019,0.00002665368,0.002771499,0.001084605,0.00006142519,0.0004042489,0.001214824],"genre_scores_gemma":[0.9394372,0.000004164436,0.06011308,0.0000104529,0.0002286241,0.000130231,0.00004528942,0.00002560557,0.000005408935],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.258469,"threshold_uncertainty_score":0.9249711,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4281695356","doi":"10.1016/j.jobe.2022.104745","title":"Optimization of 3D printing concrete with coarse aggregate via proper mix design and printing process","year":2022,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":108,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Materials science; Microstructure; Extrusion; Shrinkage; Aggregate (composite); Rheology; Composite material; Cementitious; 3D printing; Cement","authors":[{"name":"Xianggang Wang","is_ca":false},{"name":"Lutao Jia","is_ca":false},{"name":"Zijian Jia","is_ca":false},{"name":"Chao Zhang","is_ca":false},{"name":"Yuning Chen","is_ca":false},{"name":"Lei Ma","is_ca":false},{"name":"Zhibin Wang","is_ca":false},{"name":"Zhicong Deng","is_ca":false},{"name":"Nemkumar Banthia","is_ca":true},{"name":"Yamei Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00736110435994295,"gpt":0.1981045219537666,"spread":0.1907434175938236,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006341235,0.0001310618,0.0002468426,0.0002816752,0.00008897072,0.00004209245,0.0001207311,0.0000315497,0.00002710808],"category_scores_gemma":[0.00005626738,0.0001237359,0.00002477963,0.0003334899,0.00002205403,0.0002689337,0.00004145338,0.0002438614,8.437333e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005915631,"about_ca_system_score_gemma":0.000037555,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.621158e-7,"about_ca_topic_score_gemma":1.211721e-8,"domain_scores_codex":[0.9989903,0.00002540382,0.0005079519,0.00009177216,0.0002258819,0.000158717],"domain_scores_gemma":[0.9993441,0.00004898557,0.0002907474,0.00008520989,0.0001984743,0.00003255433],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000181965,0.000001066451,0.0001148161,0.0001514739,0.00005907166,0.000007558184,0.0001684906,0.8460327,0.1515115,0.00005956628,0.000002870657,0.001872656],"study_design_scores_gemma":[0.0004142185,0.0000898216,0.00001953924,0.000226764,0.00003762902,0.0005950439,0.0001115916,0.8754941,0.1226871,0.000008892866,0.0001507002,0.000164634],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5213083,0.0001014834,0.4782228,0.000006929556,0.0002108162,0.00008985194,7.840316e-7,0.00004260891,0.00001636652],"genre_scores_gemma":[0.7165344,0.00001556714,0.2833377,0.000004375534,0.0000641595,0.000009192694,4.581474e-7,0.00003140637,0.000002806952],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1952261,"threshold_uncertainty_score":0.5045803,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2260876573","doi":"10.1617/s11527-016-0815-7","title":"Changes in rheology of self-consolidating concrete induced by pumping","year":2016,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":106,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Vlaamse regering; Natural Sciences and Engineering Research Council of Canada; Fonds Wetenschappelijk Onderzoek; Universiteit Gent; Université de Sherbrooke","keywords":"Self-consolidating concrete; Formwork; Materials science; Rheology; Slump; Superplasticizer; Consolidation (business); Geotechnical engineering; Solid mechanics; Composite material; Cement; Compressive strength; Engineering","authors":[{"name":"Dimitri Feys","is_ca":false},{"name":"Geert De Schutter","is_ca":false},{"name":"Kamal H. Khayat","is_ca":false},{"name":"Ronny Verhoeven","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008913848681175788,"gpt":0.2173525439851808,"spread":0.208438695304005,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001420722,0.0001104271,0.0002426798,0.00009583864,0.00002829063,0.00002488445,0.00006407184,0.0001028917,0.0003277774],"category_scores_gemma":[0.00002732492,0.00008187063,0.000007760422,0.00006487223,0.000050676,0.00006711369,0.00002790013,0.00002696915,0.000001142685],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001269336,"about_ca_system_score_gemma":0.000007108185,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002169667,"about_ca_topic_score_gemma":0.000004099341,"domain_scores_codex":[0.9993534,0.00004090447,0.0002859211,0.0001157574,0.00004874158,0.0001552483],"domain_scores_gemma":[0.9997476,0.00004326392,0.00006537675,0.00009989095,0.00002741393,0.0000165007],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000006604528,1.821185e-7,0.0003529184,0.00005568956,0.00001537925,5.329869e-7,0.00008583156,6.4598e-7,0.9873998,0.01016407,0.00002394432,0.001894439],"study_design_scores_gemma":[0.0003080324,0.00001918696,0.001866317,0.00003873589,0.000004761684,0.00001058218,0.00003815102,0.0000114589,0.9964895,0.0008895377,0.0002110836,0.0001126246],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987961,0.00004210276,0.00007019305,0.00005612872,0.0006241133,0.00008516603,0.00008013269,0.00007473617,0.0001713174],"genre_scores_gemma":[0.9992431,0.00008104282,0.0005192971,0.00003698251,0.00007818954,0.00001249333,0.000005571959,0.00001310083,0.00001019607],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009274536,"threshold_uncertainty_score":0.3588933,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2086182752","doi":"10.1007/bf02479648","title":"Testing and performance of fiber-reinforced, self-consolidating concrete","year":2000,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":106,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Self-consolidating concrete; Materials science; Composite material; Rheology; Slump; Toughness; Superplasticizer; Cementitious; Flexural strength; Compressive strength; Consolidation (business); Fiber-reinforced concrete; Curing (chemistry); Metakaolin; Fiber; Cement","authors":[{"name":"Kamal H. Khayat","is_ca":true},{"name":"Y. Roussel","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007407846884269087,"gpt":0.1981868006419823,"spread":0.1907789537577132,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009575288,0.0001166228,0.0001940129,0.00004195469,0.00008968132,0.00007728628,0.00004535548,0.0000610574,0.001161786],"category_scores_gemma":[0.00001518341,0.0001057919,0.000007361755,0.0000679636,0.00006316751,0.0001162288,0.00001626114,0.00003394672,0.000003402491],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000004564663,"about_ca_system_score_gemma":0.000006828154,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001706045,"about_ca_topic_score_gemma":6.562589e-8,"domain_scores_codex":[0.9994061,0.0000134455,0.0002974256,0.00009737203,0.00005725681,0.000128385],"domain_scores_gemma":[0.9997662,0.00003759122,0.00004554214,0.00009310574,0.00003544623,0.00002211795],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000022678,1.283388e-7,0.0004169829,0.0003695699,0.00003395699,8.467222e-7,0.0001863999,0.0003339011,0.9646488,0.001083086,0.00004111772,0.03286256],"study_design_scores_gemma":[0.0003648103,0.00006976062,0.009960034,0.00006859355,0.00002530934,0.0001286864,0.00003832162,0.00207303,0.9856238,0.0003054694,0.001078698,0.000263497],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9964738,0.00005524052,0.000001899169,0.000003261968,0.0001845021,0.00007815866,0.00003525776,0.0001151671,0.003052742],"genre_scores_gemma":[0.9934823,0.00005796886,0.006263069,0.00001977995,0.00009844122,0.000005372992,0.000005426969,0.00001294742,0.00005469323],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03259907,"threshold_uncertainty_score":0.9997513,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2442161837","doi":"10.14359/12460","title":"Variation of Formwork Pressure with Thixotropy of Self-Consolidating Concrete","year":2003,"lang":"en","type":"article","venue":"ACI Materials Journal","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":102,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Thixotropy; Self-consolidating concrete; Formwork; Computer science; Variation (astronomy); Geotechnical engineering; Engineering; Structural engineering; Composite material; Materials science; Physics","authors":[{"name":"Joseph J. Assaad","is_ca":true},{"name":"Kamal H. Khayat","is_ca":true},{"name":"Habib Abdelhak Mesbah","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005486812837969593,"gpt":0.1937658900982364,"spread":0.1882790772602668,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005434307,0.0001224841,0.0002914575,0.00009957841,0.00007155813,0.00006420439,0.000102911,0.00008347327,0.0007126624],"category_scores_gemma":[0.00005583157,0.0001027409,0.00002755004,0.000157583,0.00003734616,0.0002673462,0.000008939503,0.00008228841,0.000003421729],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001581294,"about_ca_system_score_gemma":0.00005652975,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001670357,"about_ca_topic_score_gemma":1.009029e-7,"domain_scores_codex":[0.9989503,0.00009025749,0.0005576987,0.00007320871,0.0001691571,0.0001593593],"domain_scores_gemma":[0.9991538,0.00003691258,0.0003588124,0.0001523627,0.0002708855,0.00002721382],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00002471311,0.000001666825,0.000182867,0.0001379381,0.00019915,0.000001582669,0.0002650556,0.000600115,0.9845039,0.01391374,0.0000897592,0.00007945986],"study_design_scores_gemma":[0.0005621804,0.00007310522,0.0005434437,0.0001130975,0.00009444464,0.0003094392,0.0001350627,0.00004907471,0.9955276,0.0007019836,0.001759751,0.0001308593],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9914849,0.00007971803,0.005219161,0.000008328394,0.001011946,0.0001092281,0.00003130751,0.00005712481,0.001998285],"genre_scores_gemma":[0.9686844,0.00004882695,0.03107313,0.0000106734,0.0001380529,0.000005507687,0.000003635945,0.00002156917,0.00001417148],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02585397,"threshold_uncertainty_score":0.7803153,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2504361305","doi":"10.1007/978-90-481-9664-7","title":"Design, Production and Placement of Self-Consolidating Concrete","year":2010,"lang":"en","type":"book","venue":"","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Self-consolidating concrete; Engineering; Materials science; Composite material","authors":[{"name":"Kamal H. Khayat","is_ca":false},{"name":"Dimitri Feys","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.011908237652531,"gpt":0.2078060080416259,"spread":0.1958977703890949,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002624094,0.0001803712,0.0002583521,0.0001425472,0.00004413731,0.00002852901,0.00006474756,0.0002539615,0.0003848369],"category_scores_gemma":[0.00002957331,0.0001847848,0.00002056041,0.00004851084,0.00006450366,0.00007532263,0.00002615829,0.0002124391,0.0000129705],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004184968,"about_ca_system_score_gemma":0.00009073188,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":9.721315e-7,"about_ca_topic_score_gemma":4.55831e-7,"domain_scores_codex":[0.9991942,0.00001473213,0.0004017465,0.000166547,0.0001119092,0.0001108718],"domain_scores_gemma":[0.9994676,0.00004275834,0.0001169064,0.0002132863,0.0001396014,0.00001985879],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00003585391,0.000002727153,0.00002007439,0.002433279,0.0009115918,0.000003840617,0.0007558261,0.001198175,0.8359933,0.0384231,0.1106682,0.009554016],"study_design_scores_gemma":[0.0003991669,0.00009367369,0.000003137234,0.0004153373,0.0002214397,0.0001287689,0.0001073676,0.002920342,0.8465084,0.00179817,0.1464819,0.000922277],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.03111799,0.0003762265,0.02390781,0.00005668778,0.008170418,0.001881113,0.00005986375,0.001583517,0.9328464],"genre_scores_gemma":[0.04624154,0.000884605,0.3704839,0.0001285931,0.003020861,0.000231837,0.0002297379,0.0003573936,0.5784215],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.3544249,"threshold_uncertainty_score":0.7535304,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1989253164","doi":"10.1617/s11527-012-9912-4","title":"Parameters influencing pressure during pumping of self-compacting concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"Vlaamse regering; Fonds Wetenschappelijk Onderzoek","keywords":"Slump; Solid mechanics; Structural engineering; Flow (mathematics); Stress (linguistics); Viscosity; Geotechnical engineering; Materials science; Forensic engineering; Engineering; Mechanics; Compressive strength; Composite material","authors":[{"name":"Dimitri Feys","is_ca":true},{"name":"Geert De Schutter","is_ca":false},{"name":"Ronny Verhoeven","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008306082392823638,"gpt":0.210664067992339,"spread":0.2023579855995154,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000167462,0.0001491525,0.0002635671,0.0000859315,0.00009864485,0.00007898111,0.00006798625,0.00008562998,0.0001637687],"category_scores_gemma":[0.00002332467,0.0001382025,0.00002084642,0.00007531152,0.00004166728,0.0003288025,0.00003337165,0.00005583571,0.000001271135],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001231657,"about_ca_system_score_gemma":0.000005622273,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002407483,"about_ca_topic_score_gemma":1.286023e-7,"domain_scores_codex":[0.9991702,0.00003407428,0.0003579379,0.0000960107,0.00009086439,0.0002508542],"domain_scores_gemma":[0.9996661,0.00002569411,0.00009543076,0.0001349984,0.00003500959,0.00004276034],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000008987958,2.903143e-7,0.001827176,0.0004236749,0.00008468108,2.683495e-7,0.000820239,0.0002614636,0.9943687,0.001993571,0.000006627811,0.0002043051],"study_design_scores_gemma":[0.0001822904,0.000006255631,0.0145087,0.00003701352,0.0000346851,0.00004039118,0.0002071512,0.00005087069,0.9842116,0.0002163793,0.0003395791,0.0001650373],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979173,0.0002697927,0.00004531256,0.000003207516,0.001132899,0.0001018812,0.00004058994,0.0001706271,0.0003183796],"genre_scores_gemma":[0.9966913,0.0000296584,0.0030132,0.00001437614,0.0002137236,0.000006754784,0.000004119298,0.00002117545,0.000005624227],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01268152,"threshold_uncertainty_score":0.5635735,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1982217652","doi":"10.1007/bf02479705","title":"Utility of statistical models in proportioning self-consolidating concrete","year":2000,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":96,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Self-consolidating concrete; Rheology; Slump; Aggregate (composite); Solid mechanics; Superplasticizer; Materials science; Viscosity; Compressive strength; Computer science; Process engineering; Composite material; Engineering","authors":[{"name":"Kamal H. Khayat","is_ca":true},{"name":"A. Ghezal","is_ca":true},{"name":"M. S. Hadriche","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009102042558918276,"gpt":0.2234246230057238,"spread":0.2143225804468055,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001531713,0.0001014289,0.0002277215,0.00005152791,0.00004136961,0.00005196129,0.00004622796,0.0000667609,0.002340179],"category_scores_gemma":[0.00001083169,0.00009447012,0.000008704561,0.00006913415,0.00006407005,0.0001148749,0.00001080779,0.00004443899,0.000001328815],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000005704873,"about_ca_system_score_gemma":0.0000134109,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004929407,"about_ca_topic_score_gemma":0.000001749451,"domain_scores_codex":[0.999203,0.00003756864,0.0004330074,0.0001169076,0.00007357106,0.0001359682],"domain_scores_gemma":[0.9997931,0.00002262113,0.00003823813,0.00009948804,0.00002703931,0.00001953407],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001297001,0.00000407654,0.001973315,0.0009017672,0.00009882404,0.00001419434,0.001474396,0.003016989,0.7742069,0.1792428,0.000218702,0.03871833],"study_design_scores_gemma":[0.0009939846,0.00004653473,0.0285964,0.00009831264,0.00003600401,0.00007920856,0.000263761,0.02499078,0.8709384,0.07284404,0.0005735374,0.0005391082],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9960966,0.00003825533,0.000385973,0.000004003605,0.0001887532,0.0001105674,0.0001183012,0.00008044828,0.002977143],"genre_scores_gemma":[0.9923792,0.00003744668,0.007480629,0.0000116345,0.0000453544,0.000007503214,0.0000214093,0.00001037333,0.000006412533],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1063988,"threshold_uncertainty_score":0.9985718,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4321768281","doi":"10.1016/j.cemconres.2023.107129","title":"Clarifying and quantifying the driving force for the evolution of static yield stress of cement pastes","year":2023,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Cement; Yield (engineering); Materials science; Stress (linguistics); Composite material; Acceleration; Slag (welding)","authors":[{"name":"Zedi Zhang","is_ca":false},{"name":"Zijian Jia","is_ca":false},{"name":"Jinyan Shi","is_ca":false},{"name":"Yifan Jiang","is_ca":false},{"name":"Nemkumar Banthia","is_ca":true},{"name":"Yamei Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.1287762925071486,"gpt":0.3523116534126473,"spread":0.2235353609054987,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001467787,0.00006840189,0.0001159924,0.0001293252,0.0002811732,0.00005409097,0.0001132679,0.00003836284,0.00002378912],"category_scores_gemma":[0.0001291454,0.00004589136,0.00002118036,0.0003300483,0.0001817537,0.00006606958,0.00009144224,0.0001102065,7.913713e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002698605,"about_ca_system_score_gemma":0.0000270118,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000530289,"about_ca_topic_score_gemma":0.00000704673,"domain_scores_codex":[0.9991325,0.00005015851,0.0002652816,0.000101435,0.0002361338,0.0002145454],"domain_scores_gemma":[0.9985114,0.001099398,0.00004470538,0.0001578157,0.0001706784,0.00001601646],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009002443,0.000002620175,0.01535247,0.002746412,0.0004863944,9.391455e-7,0.00396176,0.002057121,0.7811276,0.1378544,0.001872745,0.05444749],"study_design_scores_gemma":[0.001851339,0.0005457938,0.01003201,0.001369529,0.0001748269,0.000005834554,0.1022042,0.5486259,0.3234478,0.0052228,0.006000702,0.0005193271],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9914379,0.0009013794,0.006344176,0.0002866751,0.0001754357,0.0005462591,0.00002466389,0.0000276728,0.0002558587],"genre_scores_gemma":[0.9989791,0.0005976216,0.000149839,0.000004966767,0.00005123762,0.0001064043,0.000006195792,0.00001011817,0.00009451941],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5465688,"threshold_uncertainty_score":0.2162585,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2027384343","doi":"10.1016/j.cemconres.2013.03.004","title":"Rheological models for predicting plastic viscosity and yield stress of fresh concrete","year":2013,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":91,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; McMaster University; Cement Association of Canada; Lafarge Canada; BASF","keywords":"Rheology; Viscosity; Experimental data; Yield (engineering); Materials science; Stress (linguistics); Flow (mathematics); Mechanics; Geotechnical engineering; Mathematics; Composite material; Statistics; Geology; Physics","authors":[{"name":"F. Mahmoodzadeh","is_ca":true},{"name":"S.E. Chidiac","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.07168927855296968,"gpt":0.2955359941917663,"spread":0.2238467156387966,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005116968,0.0001133698,0.000210229,0.0001243668,0.0001681087,0.00009241879,0.0001050454,0.0001071026,0.0002277932],"category_scores_gemma":[0.000156137,0.0001033565,0.00002266994,0.0001254133,0.0002760414,0.000194377,0.0001082822,0.0001606663,0.000002857606],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001812351,"about_ca_system_score_gemma":0.00002065126,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006110851,"about_ca_topic_score_gemma":0.000001472284,"domain_scores_codex":[0.9989276,0.00004619405,0.000300571,0.0001942697,0.000213461,0.0003179099],"domain_scores_gemma":[0.998798,0.0006741292,0.00003368455,0.0001369943,0.000285706,0.00007152746],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002090705,0.000002935258,0.01037262,0.001790655,0.0004053492,0.000003951878,0.0009396776,0.0008451931,0.8285068,0.1383627,0.004973361,0.01358768],"study_design_scores_gemma":[0.002168331,0.0008383755,0.001491172,0.0004547374,0.00006105586,0.00001528118,0.002739892,0.7383796,0.2437526,0.008474602,0.001016688,0.0006076664],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9913927,0.0003929016,0.005337953,0.00005039195,0.0001699237,0.0005616246,0.00006608406,0.00005515797,0.001973224],"genre_scores_gemma":[0.9983979,0.0002431073,0.0009653723,0.00001222132,0.0001013382,0.0001839055,0.00001546749,0.00001317773,0.00006750286],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7375344,"threshold_uncertainty_score":0.4214754,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2008258625","doi":"10.1016/j.cemconcomp.2014.05.008","title":"Development of a tribometer to characterize lubrication layer properties of self-consolidating concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"Université de Sherbrooke","keywords":"Tribometer; Rheology; Lubrication; Materials science; Shearing (physics); Viscosity; Tribology; Self-consolidating concrete; Flow (mathematics); Composite material; Mechanics; Geotechnical engineering; Compressive strength; Engineering","authors":[{"name":"Dimitri Feys","is_ca":false},{"name":"Kamal H. Khayat","is_ca":true},{"name":"Aurelien Perez-Schell","is_ca":true},{"name":"Rami Khatib","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02492008987509698,"gpt":0.2117834871317287,"spread":0.1868633972566317,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002432796,0.0001381421,0.0002777575,0.0001396728,0.00006853524,0.00003291691,0.0001006635,0.00004475744,0.00003771588],"category_scores_gemma":[0.00002247632,0.0001302368,0.00002530391,0.0001594961,0.00004147543,0.00009537737,0.00005431138,0.00004084941,0.000006158125],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001989367,"about_ca_system_score_gemma":0.00001584244,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002477888,"about_ca_topic_score_gemma":1.957961e-7,"domain_scores_codex":[0.99902,0.00003099813,0.000545961,0.0001359532,0.0001237205,0.000143339],"domain_scores_gemma":[0.9994684,0.00003545513,0.0001522556,0.0001526947,0.0001524641,0.00003877074],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001780342,5.399898e-7,0.0005169266,0.0001719354,0.00007135821,5.611716e-8,0.0008771893,0.000006351328,0.9934279,0.0006498793,0.0000249955,0.004235098],"study_design_scores_gemma":[0.0003202,0.00004261157,0.0007948267,0.0001253582,0.00002644036,0.00000215707,0.0001259775,0.002317815,0.9883592,0.000005993072,0.007709267,0.0001701468],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961445,0.00008418116,0.0026524,0.0000270649,0.0001609755,0.0002344325,0.000009155313,0.00008523217,0.0006020922],"genre_scores_gemma":[0.9743089,0.00001127359,0.02545407,0.00008342712,0.00004573206,0.00004824896,0.00001923259,0.00001413763,0.00001499872],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02280167,"threshold_uncertainty_score":0.5310904,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2053346022","doi":"10.1016/j.cemconres.2005.11.001","title":"Coupled effect of time and temperature on variations of yield value of highly flowable mortar","year":2006,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Mortar; Rheology; Yield (engineering); Materials science; Composite material; Dispersion (optics); Optics","authors":[{"name":"Jean-Yves Petit","is_ca":false},{"name":"Kamal H. Khayat","is_ca":true},{"name":"Éric Wirquin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01227021988034063,"gpt":0.2609376946858912,"spread":0.2486674748055505,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006711556,0.00008134262,0.0002226916,0.0001833658,0.00005677485,0.00001676312,0.00006092612,0.00007616974,0.0001297489],"category_scores_gemma":[0.00004817227,0.00007167409,0.00002090818,0.0002553619,0.0001219953,0.00004787346,0.00002788125,0.00009768064,0.00000217319],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001312075,"about_ca_system_score_gemma":0.00002297527,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001469908,"about_ca_topic_score_gemma":9.527571e-7,"domain_scores_codex":[0.9991924,0.00005390834,0.0002771018,0.0001029567,0.000238001,0.0001355885],"domain_scores_gemma":[0.9993384,0.0002875992,0.00003837418,0.0001463196,0.0001701314,0.00001920297],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004971043,0.000001422746,0.0005500053,0.0002195042,0.00005064825,5.174045e-7,0.00002909617,0.0003445035,0.9883774,0.009682358,0.0004444288,0.0002503957],"study_design_scores_gemma":[0.000704967,0.0004723382,0.001311931,0.0001451458,0.0000287301,0.000001620305,0.00002638776,0.01643585,0.9802592,0.0002350829,0.0002781955,0.0001005142],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9963375,0.0002143973,0.00002831079,0.0000273989,0.00006536346,0.0002380797,0.00004054161,0.00001544023,0.003033017],"genre_scores_gemma":[0.9994226,0.0001013296,0.0001667814,0.000002944139,0.00005045527,0.00001700707,0.00002337115,0.000009240922,0.0002062677],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01609134,"threshold_uncertainty_score":0.2922785,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2911986129","doi":"10.1016/j.jallcom.2019.01.364","title":"Microstructure and mechanical properties of fine-grained aluminum matrix composite reinforced with nitinol shape memory alloy particulates produced by underwater friction stir processing","year":2019,"lang":"en","type":"article","venue":"Journal of Alloys and Compounds","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Priority Academic Program Development of Jiangsu Higher Education Institutions; Nanjing University of Aeronautics and Astronautics; National Natural Science Foundation of China","keywords":"Materials science; Microstructure; Shape-memory alloy; Composite material; Austenite; Friction stir processing; Martensite; Composite number; Dynamic recrystallization; Alloy; Metallurgy","authors":[{"name":"Guoqiang Huang","is_ca":false},{"name":"Yuqin Yan","is_ca":false},{"name":"Jie Wu","is_ca":false},{"name":"Yifu Shen","is_ca":false},{"name":"A.P. Gerlich","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007053598708888525,"gpt":0.195123994695336,"spread":0.1880703959864475,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001540457,0.0001524713,0.0003056666,0.00009147126,0.00007070072,0.0001116997,0.00007158791,0.00009625024,0.00001993013],"category_scores_gemma":[0.000005193625,0.0001068139,0.0000292261,0.0001065364,0.0000665336,0.0002777262,0.00002352832,0.0001782099,5.217723e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001936232,"about_ca_system_score_gemma":0.00002902607,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003156045,"about_ca_topic_score_gemma":4.235061e-7,"domain_scores_codex":[0.9990981,0.00002173043,0.0004676831,0.0001086674,0.0001653992,0.0001384737],"domain_scores_gemma":[0.9994067,0.00001276486,0.0002078228,0.00008550198,0.0002466502,0.00004056493],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001482535,0.000004329233,0.0002688387,0.0002520024,0.00009435211,0.000001967755,0.0002242375,0.001235346,0.9971439,0.0000958145,0.0001074566,0.000423542],"study_design_scores_gemma":[0.001372463,0.0003214588,0.0003478965,0.0003892161,0.0000886416,0.0005676962,0.0004301801,0.03057771,0.9652627,0.00006607417,0.0003331842,0.0002428152],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988702,0.0003857265,0.0002139913,0.0001536851,0.0001653194,0.0001419467,0.00000405655,0.00002883766,0.00003624649],"genre_scores_gemma":[0.9979182,0.00003566121,0.001842631,0.00003314593,0.00007295084,0.000002618043,0.000004318551,0.00001956345,0.0000708902],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0318812,"threshold_uncertainty_score":0.4355744,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2024801069","doi":"10.1016/j.cemconcomp.2014.12.007","title":"Prediction of pumping pressure by means of new tribometer for highly-workable concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tribometer; Lubrication; Materials science; Tribology; Flow (mathematics); Volumetric flow rate; Layer (electronics); Rheology; Plug flow; Mechanical engineering; Composite material; Mechanics; Engineering","authors":[{"name":"Dimitri Feys","is_ca":false},{"name":"Kamal H. Khayat","is_ca":true},{"name":"Aurelien Perez-Schell","is_ca":true},{"name":"Rami Khatib","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01570463385224177,"gpt":0.2051489219852825,"spread":0.1894442881330407,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001989534,0.0001402418,0.0003036536,0.00008973067,0.0000599579,0.00003092396,0.0000987785,0.00008201441,0.00007549041],"category_scores_gemma":[0.00002040697,0.0001427962,0.00005108558,0.0001204273,0.00006712812,0.0001298286,0.00002504714,0.00004713165,8.131685e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000008949151,"about_ca_system_score_gemma":0.00001125574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001525359,"about_ca_topic_score_gemma":1.81878e-7,"domain_scores_codex":[0.9991173,0.00002361161,0.0004434098,0.0001461048,0.000112283,0.0001572958],"domain_scores_gemma":[0.9994434,0.0001142148,0.0001195839,0.0001621759,0.0001192,0.0000414149],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004625462,4.353874e-7,0.0005819651,0.0002682917,0.0001813674,2.640163e-8,0.0001162827,0.0001667957,0.9874598,0.004335515,0.004027556,0.002815653],"study_design_scores_gemma":[0.00122788,0.0002121226,0.00005707013,0.0001038487,0.0001522465,0.000001632932,0.00004711613,0.03605937,0.8559388,0.0002467484,0.1057933,0.0001599165],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9240522,0.001184038,0.07053967,0.00008987873,0.0007981709,0.0005609247,0.0003748963,0.0001464142,0.002253841],"genre_scores_gemma":[0.9940749,0.0001008806,0.005168998,0.00003551216,0.0001455098,0.00002838988,0.0001344805,0.00002009877,0.0002912043],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1315211,"threshold_uncertainty_score":0.5823058,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4206327855","doi":"10.1016/j.compositesb.2022.109619","title":"Effect of sulphoaluminate cement on fresh and hardened properties of 3D printing foamed concrete","year":2022,"lang":"en","type":"article","venue":"Composites Part B Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":79,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Materials science; Cement; Composite material; Porosity; Extrusion; Compressive strength","authors":[{"name":"Chao Liu","is_ca":false},{"name":"Yuanliang Xiong","is_ca":false},{"name":"Yuning Chen","is_ca":false},{"name":"Lutao Jia","is_ca":false},{"name":"Lei Ma","is_ca":false},{"name":"Zhicong Deng","is_ca":false},{"name":"Zhibin Wang","is_ca":false},{"name":"Chun Chen","is_ca":false},{"name":"Nemkumar Banthia","is_ca":true},{"name":"Yamei Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007277425477381605,"gpt":0.1888524172437321,"spread":0.1815749917663504,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003044245,0.0001414677,0.0002704964,0.0001474825,0.00006782569,0.00001519126,0.0001013335,0.00002574505,0.00005447206],"category_scores_gemma":[0.00002985624,0.000144693,0.00003222734,0.0001560679,0.0000337677,0.00004644304,0.00009416671,0.0001109247,0.000001003966],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003558296,"about_ca_system_score_gemma":0.000006062309,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002684932,"about_ca_topic_score_gemma":5.531989e-8,"domain_scores_codex":[0.999209,0.00003689704,0.0003341148,0.0001188452,0.000151037,0.0001501401],"domain_scores_gemma":[0.9996403,0.00007682844,0.00006165322,0.0001638988,0.00003608243,0.00002117431],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0000336078,0.000001326068,0.0003813218,0.0004974968,0.00006806591,0.000001256812,0.0001221238,0.102744,0.894984,0.0002642039,0.00003135587,0.0008712603],"study_design_scores_gemma":[0.000358784,0.0002087089,0.00007578405,0.0001265611,0.00002338321,0.000008805676,0.00002517839,0.04610403,0.9518075,0.000001017067,0.001125955,0.0001343193],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981903,0.000360183,0.000290286,0.000006383036,0.0005543187,0.0002187059,0.00001747534,0.0001237715,0.0002385231],"genre_scores_gemma":[0.9990792,0.0000134894,0.000731137,0.000005469017,0.00003993397,0.00008242782,0.000008289451,0.00002581222,0.00001421643],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05682347,"threshold_uncertainty_score":0.5900407,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2099662974","doi":"10.1016/j.cemconcomp.2014.02.003","title":"Field validation of models for predicting lateral form pressure exerted by SCC","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Wilfrid Laurier University; University of Ottawa; Université de Sherbrooke; EllisDon (Canada)","funders":"","keywords":"Formwork; Hydrostatic pressure; Casting; Hydrostatic equilibrium; Field (mathematics); Self-consolidating concrete; Structural engineering; Range (aeronautics); Materials science; Computer science; Engineering; Mechanics; Mathematics; Composite material; Physics","authors":[{"name":"Peter Billberg","is_ca":false},{"name":"Nicolas Roussel","is_ca":false},{"name":"Sofiane Amziane","is_ca":false},{"name":"Marc Beitzel","is_ca":false},{"name":"George Charitou","is_ca":true},{"name":"Björn Freund","is_ca":false},{"name":"John N. Gardner","is_ca":true},{"name":"Guillaume Grampeix","is_ca":false},{"name":"Carl‐Alexander Graubner","is_ca":false},{"name":"Lloyd Keller","is_ca":true},{"name":"Kamal H. Khayat","is_ca":false},{"name":"David A. Lange","is_ca":false},{"name":"Ahmed Omran","is_ca":true},{"name":"Arnaud Perrot","is_ca":false},{"name":"Tilo Proske","is_ca":false},{"name":"Robert Quattrociocchi","is_ca":true},{"name":"Yannick Vanhove","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009046081122027904,"gpt":0.2066985741365646,"spread":0.1976524930145367,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001187776,0.00008889817,0.0001533803,0.00004254176,0.0001013922,0.00003453324,0.00005825161,0.00005472419,0.00002783989],"category_scores_gemma":[0.00001220642,0.00008942714,0.00002548695,0.00004538762,0.00001925199,0.0001590077,0.00002456174,0.00003263127,3.203223e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000004704054,"about_ca_system_score_gemma":0.000002953207,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005565645,"about_ca_topic_score_gemma":1.108468e-7,"domain_scores_codex":[0.999466,0.00001284263,0.0002556574,0.00009440106,0.00006381176,0.0001072617],"domain_scores_gemma":[0.9996591,0.0001012802,0.0000555697,0.00009028618,0.00007534749,0.00001837365],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00007977508,0.00000165828,0.003467941,0.0004251729,0.0001755984,6.073373e-8,0.0005278892,0.001633399,0.974838,0.01066705,0.002429832,0.005753618],"study_design_scores_gemma":[0.0004607967,0.0001005771,0.00001424598,0.00004468415,0.00004875172,0.000001017882,0.00002490604,0.3656768,0.6291453,0.001065583,0.003303616,0.0001137307],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9320018,0.0001583,0.0661071,0.00004376884,0.0002342322,0.0002175377,0.00003439282,0.00008321714,0.001119599],"genre_scores_gemma":[0.9978943,0.00002249097,0.001773793,0.00004401676,0.00006942147,0.00003786024,0.00008827922,0.00001063857,0.00005921425],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3640434,"threshold_uncertainty_score":0.3646733,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4210327650","doi":"10.1016/j.jobe.2022.104126","title":"Mechanical anisotropy evolution of 3D-printed alkali-activated materials with different GGBFS/FA combinations","year":2022,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Southeast University; National Natural Science Foundation of China","keywords":"Materials science; Anisotropy; Ultimate tensile strength; Flexural strength; Composite material; Ground granulated blast-furnace slag; Thixotropy; Curing (chemistry); Compressive strength; Cement","authors":[{"name":"Yuning Chen","is_ca":false},{"name":"Lutao Jia","is_ca":false},{"name":"Chao Liu","is_ca":false},{"name":"Zedi Zhang","is_ca":false},{"name":"Lei Ma","is_ca":false},{"name":"Chun Chen","is_ca":false},{"name":"Nemkumar Banthia","is_ca":true},{"name":"Yamei Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006438799097229556,"gpt":0.2015919841215927,"spread":0.1951531850243631,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002869692,0.0001495822,0.0003344968,0.0004215909,0.00008448897,0.00003127534,0.0001874119,0.00004524064,0.0001931754],"category_scores_gemma":[0.0000428636,0.0001414795,0.00005004203,0.0004008618,0.00001593484,0.0001735207,0.00005447985,0.0002383877,3.368025e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003632186,"about_ca_system_score_gemma":0.00003434812,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004675545,"about_ca_topic_score_gemma":1.569423e-7,"domain_scores_codex":[0.998782,0.0000361072,0.0006176728,0.00008563572,0.0003087333,0.0001698239],"domain_scores_gemma":[0.9993523,0.00004973518,0.0002401662,0.0001412764,0.0001778884,0.0000385974],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0000300523,0.00001762992,0.00002651793,0.00004580582,0.00011411,0.000005624912,0.00003015789,0.160817,0.8269063,0.01183669,0.00003520744,0.0001349318],"study_design_scores_gemma":[0.001004417,0.0002386168,0.0004841852,0.0001320781,0.00006433015,0.0003768765,0.0001551111,0.01775031,0.9786988,0.0002859058,0.000582063,0.0002272894],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8483559,0.00004300855,0.1501218,0.00002492197,0.001247798,0.00007861218,0.00002058265,0.00008536018,0.00002201011],"genre_scores_gemma":[0.9882444,0.000009687792,0.01158102,0.000004234773,0.00009996692,0.00001322749,0.000004547913,0.00003701727,0.000005966428],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1517926,"threshold_uncertainty_score":0.5769365,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2160188316","doi":"10.1680/macr.2000.52.5.353","title":"Controlling the quality of fresh concrete—a new approach","year":2000,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada; Carleton University; McMaster University","funders":"National Research Council Canada","keywords":"Slump; Rheology; Concrete slump test; Geotechnical engineering; Shear rate; Viscosity; Consistency (knowledge bases); Yield (engineering); Apparent viscosity; Materials science; Measure (data warehouse); Composite material; Mathematics; Geology; Computer science; Compressive strength","authors":[{"name":"S.E. Chidiac","is_ca":true},{"name":"Omran Maadani","is_ca":true},{"name":"A. Ghani Razaqpur","is_ca":true},{"name":"Noel P. Mailvaganam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.07865947089681057,"gpt":0.3501677859654899,"spread":0.2715083150686793,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.003358597,0.0001637893,0.0004910566,0.000191124,0.0001192787,0.00005512471,0.0005352807,0.0001355866,0.004248044],"category_scores_gemma":[0.0002806769,0.0001315031,0.0001125603,0.0008103389,0.0005531057,0.0001297714,0.00005229238,0.0003906244,0.0001603465],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003649015,"about_ca_system_score_gemma":0.0001487407,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001480091,"about_ca_topic_score_gemma":0.000001867285,"domain_scores_codex":[0.9973432,0.0003880378,0.0008947509,0.000216974,0.0007388833,0.000418172],"domain_scores_gemma":[0.9979891,0.0006500104,0.00009323029,0.0006763653,0.0005160106,0.00007534536],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003739638,0.000002046061,0.0002457414,0.0004604769,0.0003032532,0.000002296587,0.0005452451,0.002102363,0.8823956,0.0546664,0.02629586,0.03260674],"study_design_scores_gemma":[0.007824545,0.0003721231,0.001931459,0.0002918863,0.0001033858,0.00005712541,0.001382663,0.04809797,0.5888559,0.005478349,0.3444141,0.001190437],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7951393,0.0007385293,0.001329746,0.0002070273,0.0001778847,0.0005069978,0.0000629776,0.00009851928,0.201739],"genre_scores_gemma":[0.9937513,0.0002480827,0.003008896,0.00003040282,0.0002903044,0.0000317175,0.00002073697,0.00003389993,0.002584694],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3181182,"threshold_uncertainty_score":0.9966622,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2055989983","doi":"10.1016/s0020-7403(99)00026-0","title":"The mechanical behaviour of interpenetrating phase composites – II: a case study of a three-dimensionally printed material","year":2000,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Saskatchewan","funders":"Division of Materials Research","keywords":"Materials science; Composite material; Porosity; Finite element method; Composite number; Thermal expansion; Phase (matter); Thermal; Material properties; Residual stress; Structural engineering","authors":[{"name":"Leon D. Wegner","is_ca":true},{"name":"L.J. Gibson","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02268975129551435,"gpt":0.3064044956061547,"spread":0.2837147443106404,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001057643,0.0001033602,0.0002237061,0.0001247163,0.0001576357,0.00007725334,0.0006088624,0.00004603297,0.0004795312],"category_scores_gemma":[0.00008359855,0.00006937913,0.00007978026,0.0002077016,0.0001275556,0.0001951691,0.0000838298,0.0001292952,0.000001054859],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003082298,"about_ca_system_score_gemma":0.00005750634,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008329315,"about_ca_topic_score_gemma":0.0000774669,"domain_scores_codex":[0.9980674,0.00007071221,0.001043061,0.0001055463,0.0005919517,0.0001213752],"domain_scores_gemma":[0.9988816,0.0001779202,0.0003255731,0.00009588065,0.0004796357,0.00003935185],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006102271,0.0006068184,0.000478415,0.000009059235,0.0004765017,0.0004573338,0.0004586234,0.004248163,0.9046156,0.01275054,0.00007553069,0.07521317],"study_design_scores_gemma":[0.005984283,0.007450079,0.000444502,0.0004921931,0.0002050649,0.01409257,0.004647921,0.0851315,0.8730258,0.007679014,0.0003421756,0.00050494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971997,0.00001602821,0.0009783043,0.00009809528,0.001486381,0.000112117,0.00001648313,0.00001401049,0.00007887588],"genre_scores_gemma":[0.9965931,0.00001031256,0.003222612,0.00001534376,0.0001431673,0.000003497939,6.982061e-7,0.0000060896,0.000005228038],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08088334,"threshold_uncertainty_score":0.525053,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2333064519","doi":"10.3208/sandf.41.5_145","title":"Field Placing Test of Lightweight Treated Soil under Seawater in Kumamoto Port","year":2001,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Soil water; Environmental science; Slurry; Geotechnical engineering; Seawater; Bulk density; Pore water pressure; Geology; Soil science; Environmental engineering","authors":[{"name":"Takao Satoh","is_ca":true},{"name":"Takashi Tsuchida","is_ca":false},{"name":"Koji Mitsukuri","is_ca":true},{"name":"Zhen-Shun Hong","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01233657527001715,"gpt":0.2327727761488804,"spread":0.2204362008788633,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006558347,0.00007405919,0.0001082867,0.0001337711,0.00005965903,0.00003529118,0.00003568799,0.0000584818,0.000359396],"category_scores_gemma":[0.00001531173,0.00007118213,0.00001636381,0.0002359657,0.00003001636,0.0001388433,0.00001028457,0.00005493734,0.00001201009],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001823405,"about_ca_system_score_gemma":0.00001443427,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001139747,"about_ca_topic_score_gemma":0.0001300925,"domain_scores_codex":[0.9995082,0.000006604025,0.000243574,0.00008366657,0.0000489763,0.0001089669],"domain_scores_gemma":[0.9997556,0.00005543701,0.00002459172,0.0001024772,0.0000440834,0.00001782309],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00008399268,0.0001802661,0.4708246,0.0004256578,0.0003353985,0.00004832821,0.002297704,0.01336892,0.3503171,0.08974783,0.003997288,0.06837296],"study_design_scores_gemma":[0.006182696,0.000629609,0.2016933,0.0007841674,0.0002568556,0.0004796878,0.002812496,0.06771415,0.6109,0.03854397,0.06727435,0.002728612],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9755008,0.00002341219,0.001698427,0.0001625693,0.0001748425,0.00007098287,0.000004633993,0.00005944766,0.02230487],"genre_scores_gemma":[0.9990768,0.00008521914,0.0002507675,0.00004943072,0.00005337102,0.00001446796,0.00002411592,0.000009159129,0.0004367055],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2691312,"threshold_uncertainty_score":0.3935134,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2698577889","doi":"10.1016/j.conbuildmat.2017.05.218","title":"New approach to calculate water film thickness and the correlation to the rheology of mortar and concrete containing reactive MgO","year":2017,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Ministero dello Sviluppo Economico; Nanjing Tech University; Ontario Ministry of Economic Development and Innovation; Connaught Fund; Commonwealth Scholarship Commission; China Scholarship Council; University of Toronto","keywords":"Rheology; Materials science; Mortar; Composite material; Rheometer; Slump; Particle (ecology); Cement; Geology","authors":[{"name":"Runxiao Zhang","is_ca":true},{"name":"Daman K. Panesar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01184406078662151,"gpt":0.2350228120371111,"spread":0.2231787512504896,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000702049,0.0001473384,0.0003114359,0.00007980163,0.0004749213,0.000282983,0.0001235051,0.0001014351,0.00005515667],"category_scores_gemma":[0.0001231945,0.000089375,0.00001664291,0.00004499768,0.0003884399,0.0001771094,0.0001283235,0.00007792554,0.00000364534],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001279562,"about_ca_system_score_gemma":0.00001421897,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001717292,"about_ca_topic_score_gemma":0.000002271064,"domain_scores_codex":[0.9991266,0.00008597998,0.0003420388,0.0002047171,0.00008029924,0.0001604244],"domain_scores_gemma":[0.9993907,0.00007421844,0.0001182006,0.0002782735,0.00008643566,0.00005218583],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002573905,3.938124e-7,0.0008059663,0.00005908135,0.0001008758,5.043721e-7,0.001865967,0.0003838967,0.8318376,0.1552294,0.0001450586,0.009313853],"study_design_scores_gemma":[0.002970982,0.00006103227,0.006603816,0.0001713208,0.0002000828,0.0007393294,0.001997857,0.004640778,0.9736331,0.003754977,0.004691459,0.000535306],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.965187,0.00002965099,0.03154496,0.000528709,0.001450945,0.0004071231,0.00001958295,0.00004239907,0.0007896715],"genre_scores_gemma":[0.9911183,0.00003630668,0.008428113,0.0001160028,0.000177387,0.00003241529,0.000005993495,0.00001426352,0.00007125081],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1514744,"threshold_uncertainty_score":0.3652759,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2046486728","doi":"10.1016/j.cemconres.2008.12.007","title":"Coupled effect of time and temperature on variations of plastic viscosity of highly flowable mortar","year":2009,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Mortar; Rheology; Materials science; Viscosity; Composite material; Casting; Atmospheric temperature range; Polymer; Thermodynamics","authors":[{"name":"Jean-Yves Petit","is_ca":false},{"name":"Kamal H. Khayat","is_ca":true},{"name":"Éric Wirquin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01202525136632322,"gpt":0.2724023942172094,"spread":0.2603771428508861,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005677779,0.00008089902,0.0002298716,0.0001795226,0.00006009305,0.00001613087,0.00006142407,0.00006534921,0.0000884719],"category_scores_gemma":[0.00007474029,0.00007075597,0.00002169047,0.000247839,0.00009930094,0.00005301752,0.00002003035,0.0001029839,0.000002091899],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001425846,"about_ca_system_score_gemma":0.00002224684,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001585923,"about_ca_topic_score_gemma":2.414475e-7,"domain_scores_codex":[0.9992309,0.00006615317,0.0002419829,0.0001017625,0.0002273782,0.0001318287],"domain_scores_gemma":[0.9993614,0.0002782008,0.00003582554,0.0001334404,0.0001631487,0.0000279959],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009936983,0.000001908983,0.0003459794,0.0001625204,0.00006135021,5.103306e-7,0.00005469373,0.0001994756,0.9951947,0.003100907,0.0001659485,0.0006125753],"study_design_scores_gemma":[0.001511609,0.001766045,0.006978287,0.0002384767,0.00005769221,0.000002171117,0.00003868692,0.034503,0.9543803,0.0002239714,0.0001370487,0.0001626858],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985444,0.0001356254,0.00003991387,0.00002155706,0.00006254698,0.0002128131,0.00003321642,0.00001495531,0.0009349844],"genre_scores_gemma":[0.999642,0.0001260908,0.0001110094,0.00000371359,0.00003030868,0.000007340085,0.00001689197,0.000005620039,0.0000570514],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04081443,"threshold_uncertainty_score":0.2885345,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2762342641","doi":"10.1089/3dp.2017.0032","title":"3D Printed Sandstone Strength: Curing of Furfuryl Alcohol Resin-Based Sandstones","year":2017,"lang":"en","type":"article","venue":"3D Printing and Additive Manufacturing","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"CMG Reservoir Simulation Foundation","keywords":"Furfuryl alcohol; Compressive strength; Curing (chemistry); Materials science; Composite material; Bed; Classification of discontinuities; Flexural strength; Fabrication; Mechanical strength; Geotechnical engineering; Geology; Mathematics; Chemistry; Anisotropy","authors":[{"name":"Bauyrzhan K. Primkulov","is_ca":true},{"name":"Jonathan Chalaturnyk","is_ca":true},{"name":"Richard J. Chalaturnyk","is_ca":true},{"name":"Gonzalo Zambrano Narvaez","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01661696139511547,"gpt":0.2511222656061743,"spread":0.2345053042110588,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002512478,0.0002345115,0.0003091383,0.0001808227,0.0004788866,0.0001691486,0.0002161966,0.00009619435,0.0002147447],"category_scores_gemma":[0.0001303868,0.0002405825,0.0000551409,0.00004118164,0.0001948946,0.0002146592,0.0001234751,0.000207722,0.000007653059],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002954588,"about_ca_system_score_gemma":0.000019904,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004148671,"about_ca_topic_score_gemma":0.00000498898,"domain_scores_codex":[0.9988518,0.00002584063,0.0004132277,0.0002704033,0.0001521265,0.0002865946],"domain_scores_gemma":[0.9990743,0.0001126701,0.0002422669,0.0004441036,0.00007528159,0.00005142485],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009158874,0.00003326337,0.008460687,0.0009587195,0.0003685881,0.00003228414,0.00061827,0.00329994,0.1350888,0.001484064,0.0001617575,0.8494021],"study_design_scores_gemma":[0.0006200603,0.0000161041,0.04483644,0.0004146794,0.00002769876,0.000009992021,0.000089496,0.002965482,0.9477478,0.0000825703,0.002895729,0.000294007],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9863583,0.00004686399,0.002055803,0.00003088981,0.0005581939,0.0001430689,0.00005653548,0.000217986,0.01053232],"genre_scores_gemma":[0.9937726,0.0000392023,0.005810067,0.00001430155,0.0002140683,0.00001838218,0.00001787637,0.00003532959,0.0000782222],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.849108,"threshold_uncertainty_score":0.9810669,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2083381287","doi":"10.1617/s11527-012-9856-8","title":"Field-oriented test methods to evaluate structural build-up at rest of flowable mortar and concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Thixotropy; Slump; Mortar; Solid mechanics; Formwork; Materials science; Concrete slump test; Structural engineering; Repeatability; Composite material; Geotechnical engineering; Cement; Self-consolidating concrete; Engineering; Mathematics; Compressive strength","authors":[{"name":"Kamal H. Khayat","is_ca":true},{"name":"Ahmed Omran","is_ca":true},{"name":"Siwar Naji","is_ca":true},{"name":"Peter Billberg","is_ca":false},{"name":"Ammar Yahia","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01399967226638164,"gpt":0.3009804993264553,"spread":0.2869808270600736,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003437974,0.0001973946,0.0003514503,0.00009529652,0.0001222417,0.00006065931,0.00007536406,0.0001147768,0.0007961352],"category_scores_gemma":[0.0001512864,0.0001674402,0.00001922971,0.0001111231,0.00006683578,0.0001397513,0.00009756728,0.00004827985,0.000002481399],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000190399,"about_ca_system_score_gemma":0.000007812093,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006761125,"about_ca_topic_score_gemma":0.000002548932,"domain_scores_codex":[0.9989731,0.00006988557,0.0004078865,0.0001629707,0.0001139695,0.0002721706],"domain_scores_gemma":[0.9994455,0.0001114614,0.00006887004,0.0002069358,0.00007635615,0.00009087516],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004416781,2.33005e-7,0.001480073,0.0001153703,0.00003485475,3.918188e-7,0.0003072814,0.00002199871,0.9928335,0.00305768,0.000352262,0.001752192],"study_design_scores_gemma":[0.0002950766,0.00006252802,0.01545012,0.00002098473,0.00003890544,0.00004933467,0.00007750874,0.00009819683,0.9793208,0.0009382772,0.003432934,0.0002153425],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9957994,0.0003386714,0.0004758431,0.00002985834,0.0026686,0.0001910844,0.0001519929,0.00006912987,0.0002753906],"genre_scores_gemma":[0.9742001,0.00003902888,0.02527438,0.00009396264,0.0002686849,0.00001533424,0.00001968115,0.00002266061,0.00006619723],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02479853,"threshold_uncertainty_score":0.8717122,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2038356358","doi":"10.1115/1.3123331","title":"Modeling of Flow Rate, Pore Size, and Porosity for the Dispensing-Based Tissue Scaffolds Fabrication","year":2009,"lang":"en","type":"article","venue":"Journal of Manufacturing Science and Engineering","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Saskatchewan","funders":"Saskatchewan Health Research Foundation","keywords":"Fabrication; Scaffold; Porosity; Materials science; Ultimate tensile strength; Volumetric flow rate; Process (computing); Compressive strength; Composite material; Biomedical engineering; Computer science; Engineering; Mechanics","authors":[{"name":"M. G. Li","is_ca":true},{"name":"Xiaoyu Tian","is_ca":true},{"name":"Daniel Chen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008620060843465662,"gpt":0.2192507339289554,"spread":0.2106306730854898,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007785692,0.00007952231,0.0001307289,0.0001315089,0.0001176618,0.00007786657,0.0001099644,0.00002858076,0.000001675408],"category_scores_gemma":[0.0001229075,0.00006050985,0.00001934748,0.0001327771,0.00004930678,0.0002984587,0.000009004174,0.00005298684,4.808668e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003121912,"about_ca_system_score_gemma":0.00003044624,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001596371,"about_ca_topic_score_gemma":2.361532e-7,"domain_scores_codex":[0.9993875,0.000003218107,0.0002623162,0.00006990292,0.0001435229,0.000133547],"domain_scores_gemma":[0.9995537,0.00008036365,0.00006216413,0.00008458213,0.0001831449,0.00003602332],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000006210714,0.000001377555,0.000006900832,0.00003529271,0.000005986235,4.894502e-7,0.00005480435,0.7932255,0.19416,0.00007164938,0.000009550125,0.0124222],"study_design_scores_gemma":[0.0001511495,0.00003446424,0.002977017,0.00005239751,0.00001535955,0.00002837805,0.00003512219,0.6656809,0.3307474,0.0001032237,0.0001064252,0.00006822233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8708088,0.0001130521,0.1285475,0.0001074815,0.0003228133,0.0000655051,0.000001578561,0.00001750897,0.00001573185],"genre_scores_gemma":[0.98829,0.00004184391,0.01153197,0.00002837637,0.00009948976,8.405061e-7,2.836398e-7,0.000005454363,0.000001797558],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1365873,"threshold_uncertainty_score":0.246752,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4310849374","doi":"10.1016/j.autcon.2022.104691","title":"To imitate or not to imitate: Boosting reinforcement learning-based construction robotic control for long-horizon tasks using virtual demonstrations","year":2022,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Reinforcement learning; Teleoperation; Boosting (machine learning); Robot; Computer science; Artificial intelligence; Adaptability; Control (management); Human–computer interaction; Machine learning; Engineering","authors":[{"name":"Lei Huang","is_ca":true},{"name":"Zihan Zhu","is_ca":true},{"name":"Zhengbo Zou","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02382609092479164,"gpt":0.2690324045061778,"spread":0.2452063135813861,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007285848,0.000327256,0.0003946908,0.001077012,0.0008736643,0.0001854728,0.0001768733,0.0001255048,0.0003294474],"category_scores_gemma":[0.0003603352,0.0003983611,0.00009172279,0.001366628,0.00008893526,0.0004547146,0.00004811942,0.0003146773,0.00002234869],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008848088,"about_ca_system_score_gemma":0.0002674282,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002959987,"about_ca_topic_score_gemma":0.00002270915,"domain_scores_codex":[0.9972656,0.0001811949,0.001211011,0.0004410665,0.000422105,0.0004790364],"domain_scores_gemma":[0.9987151,0.0002911691,0.0002840459,0.0002769522,0.0003197463,0.0001129766],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002591804,0.000008598668,0.0006210052,0.00005064518,0.00004606366,0.000002667481,0.0001390618,0.9462156,0.03146818,0.002779061,0.0002174339,0.01819249],"study_design_scores_gemma":[0.002093192,0.0005669806,0.0007457461,0.00008855785,0.0000807976,0.0001878447,0.001907399,0.976312,0.01639196,0.0001130457,0.0009264516,0.0005860303],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3599257,0.000003412895,0.6353828,0.0002301302,0.002611942,0.001230762,0.00004451693,0.0004593577,0.0001113971],"genre_scores_gemma":[0.9169019,0.000001831733,0.081614,0.000236706,0.0001878925,0.000794346,0.0001508505,0.00005998573,0.00005250667],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5569762,"threshold_uncertainty_score":0.9998468,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3024032185","doi":"10.1016/j.enbuild.2020.110012","title":"Thermal-Structural Analysis and Thermal Bowing of Double Wythe UHPC Insulated Walls","year":2020,"lang":"en","type":"article","venue":"Energy and Buildings","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"Mitacs","keywords":"Materials science; Cracking; Structural engineering; Precast concrete; Serviceability (structure); Bowing; Thermal; Cable gland; Composite material; Ultimate tensile strength; Composite number; Deflection (physics); Engineering; Mechanical engineering","authors":[{"name":"Akram Jawdhari","is_ca":true},{"name":"Amir Fam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007649524663277325,"gpt":0.1963494789188537,"spread":0.1886999542555764,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005333825,0.000097136,0.0001824683,0.00008553424,0.00006098231,0.00003616927,0.00005651701,0.00006306732,0.0001240884],"category_scores_gemma":[0.000004485014,0.00008516289,0.00003391302,0.0003778134,0.00004953261,0.0001252964,0.00003066198,0.00004516157,3.650969e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000004853365,"about_ca_system_score_gemma":0.000004395742,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006052926,"about_ca_topic_score_gemma":0.000001329369,"domain_scores_codex":[0.9995198,0.00001014136,0.0001944138,0.0001156581,0.00005836585,0.0001016338],"domain_scores_gemma":[0.9998127,0.00001430882,0.00003908,0.00007012273,0.00003097482,0.00003287628],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00003972756,8.546144e-7,0.003411283,0.00003254369,0.0004595456,0.000002066765,0.0005035587,0.01187535,0.9593387,0.0133311,0.00002152288,0.01098378],"study_design_scores_gemma":[0.0008855165,0.00003490121,0.008217416,0.00001852901,0.0002540948,0.000007316809,0.0001159447,0.04813427,0.9386076,0.0002250398,0.003183966,0.0003154143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979956,0.0001859278,0.0007907529,0.00009305521,0.00008911346,0.00002052024,0.000005003387,0.00007538284,0.000744644],"genre_scores_gemma":[0.9988832,0.00003855824,0.0008412292,0.0001195349,0.00007812595,0.00000221058,0.000007611943,0.00001034642,0.0000191923],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03625892,"threshold_uncertainty_score":0.3472842,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2089095821","doi":"10.1680/macr.2007.59.7.517","title":"Influence of paste/mortar rheology on the flow characteristics of high-volume fly ash self-consolidating concrete","year":2007,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Natural Resources Canada; Toronto Metropolitan University","funders":"","keywords":"Rheology; Materials science; Self-consolidating concrete; Mortar; Fly ash; Composite material; Slump; Superplasticizer; Silica fume; Cement; Compressive strength","authors":[{"name":"Mohamed Lachemi","is_ca":true},{"name":"Khandaker M. Anwar Hossain","is_ca":true},{"name":"R.N. Patel","is_ca":false},{"name":"Medhat Shehata","is_ca":true},{"name":"N. Bouzoubaâ","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01942227880178932,"gpt":0.2796680565397699,"spread":0.2602457777379806,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003630295,0.0002084104,0.0005830836,0.0004405235,0.000105418,0.00002385534,0.0005207911,0.0001954048,0.0003935431],"category_scores_gemma":[0.0006116737,0.00018247,0.00007447117,0.0008564185,0.0007214276,0.0001190566,0.0001448875,0.0004965257,0.00007222241],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006646992,"about_ca_system_score_gemma":0.0001835898,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004397106,"about_ca_topic_score_gemma":0.000001862285,"domain_scores_codex":[0.9971294,0.0002498951,0.001184984,0.0002327332,0.0006631448,0.0005398127],"domain_scores_gemma":[0.9962856,0.001239108,0.0002894077,0.000670139,0.00144947,0.00006628437],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001875337,0.000002756105,0.003086552,0.0005835713,0.0002428724,0.00001636014,0.000433117,0.001007977,0.9436933,0.04706017,0.0008901626,0.002795563],"study_design_scores_gemma":[0.001110464,0.0006887293,0.03534644,0.0004362959,0.00005635765,0.00004135039,0.0004652923,0.01101362,0.9447872,0.0003823574,0.005220675,0.0004512101],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9925842,0.00004137531,0.0005104309,0.0001120501,0.0002517188,0.0003650723,0.0001255975,0.00007278279,0.005936818],"genre_scores_gemma":[0.9961892,0.00005536431,0.003276278,0.0000382933,0.0001603742,0.00002017903,0.00002472032,0.00003880835,0.0001967492],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04667781,"threshold_uncertainty_score":0.744091,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2076255793","doi":"10.1007/bf02480577","title":"Effect of section width and casting rate on variations of formwork pressure of self-consolidating concrete","year":2005,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"CARE Canada; Université de Sherbrooke","funders":"","keywords":"Formwork; Self-consolidating concrete; Thixotropy; Materials science; Solid mechanics; Pressure drop; Casting; Composite material; Mechanics","authors":[{"name":"Kamal H. Khayat","is_ca":true},{"name":"Joseph J. Assaad","is_ca":true},{"name":"Habib Abdelhak Mesbah","is_ca":false},{"name":"M Lessard","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003917484706962073,"gpt":0.2116796606490322,"spread":0.2077621759420701,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003222357,0.0001134578,0.0002962427,0.00007844692,0.00005493929,0.00002546298,0.00003611124,0.0000810129,0.00007348683],"category_scores_gemma":[0.00005647811,0.00009646731,0.00001587721,0.00007483011,0.00004708673,0.00008665686,0.00001810409,0.00003815529,1.184003e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000005108505,"about_ca_system_score_gemma":0.000006685081,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001843304,"about_ca_topic_score_gemma":8.155866e-7,"domain_scores_codex":[0.9992838,0.00007646383,0.0003950558,0.00009296752,0.00006357297,0.00008817495],"domain_scores_gemma":[0.9995238,0.0001310582,0.000177089,0.00009677756,0.00005711993,0.00001419028],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004891155,4.859073e-7,0.0001752728,0.0006650809,0.00008087648,1.153336e-7,0.0002445515,0.001387658,0.9889175,0.005330032,0.00001694174,0.003132569],"study_design_scores_gemma":[0.0003788433,0.0001290161,0.002288619,0.00007538908,0.00006770826,0.00001138898,0.0000197587,0.0007912068,0.9957463,0.0002794457,0.0001329959,0.00007938112],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986809,0.00008067011,0.0001450138,0.000004638385,0.0004283179,0.000152912,0.0001110719,0.00003984959,0.00035664],"genre_scores_gemma":[0.9969481,0.0000256636,0.002828715,0.000005273954,0.0001617084,0.000006550159,0.000008603127,0.00001155672,0.000003875604],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006828743,"threshold_uncertainty_score":0.3933823,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1968257696","doi":"10.1617/s11527-006-9216-7","title":"Measurement systems for determining formwork pressure of highly-flowable concrete","year":2007,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Formwork; Solid mechanics; Self-consolidating concrete; Pressure sensor; Water pressure; Pressure measurement; Materials science; Geotechnical engineering; Structural engineering; Hydrostatic test; Composite material; Engineering; Mechanical engineering; Compressive strength","authors":[{"name":"Kamal H. Khayat","is_ca":true},{"name":"Joseph J. Assaad","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01599546631023914,"gpt":0.2238320112432378,"spread":0.2078365449329986,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005716819,0.0001387477,0.00028848,0.00007189678,0.00008350518,0.00008856823,0.00007588863,0.000104721,0.00003660552],"category_scores_gemma":[0.00002931302,0.0001216642,0.00002276744,0.00005583914,0.00004169778,0.0000801218,0.00001673631,0.0000262109,3.616699e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000138207,"about_ca_system_score_gemma":0.00001099204,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000184991,"about_ca_topic_score_gemma":0.000001094489,"domain_scores_codex":[0.9990568,0.00001363774,0.0004599719,0.0001199896,0.0001416396,0.0002079434],"domain_scores_gemma":[0.999566,0.00002766691,0.00009283912,0.0001364948,0.0001474586,0.00002953129],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004708002,2.664341e-7,0.00004486429,0.0006871775,0.00008176234,5.754829e-7,0.00007406312,0.0003919399,0.9836663,0.01361184,0.0003787121,0.001015444],"study_design_scores_gemma":[0.0004107374,0.00004430151,0.0005936847,0.00008747679,0.00004986822,0.00001761092,0.0001171571,0.0002888558,0.9839064,0.0008868938,0.01341337,0.0001836674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9866534,0.001200897,0.008529385,0.000004002948,0.00254728,0.0003482638,0.0001241492,0.00009361617,0.0004989857],"genre_scores_gemma":[0.9969638,0.00003903171,0.002595366,0.00001199246,0.0003155713,0.00002664246,0.00000899361,0.0000215318,0.00001704323],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01303465,"threshold_uncertainty_score":0.4961324,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1986312976","doi":"10.1016/j.cemconres.2014.05.005","title":"Choice of thixotropic index to evaluate formwork pressure characteristics of self-consolidating concrete","year":2014,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Formwork; Thixotropy; Self-consolidating concrete; Cementitious; Aggregate (composite); Materials science; Composite material; Volume (thermodynamics); Geotechnical engineering; Cement; Engineering; Compressive strength","authors":[{"name":"Ahmed Omran","is_ca":true},{"name":"Kamal H. Khayat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03834789448911009,"gpt":0.3244840095726126,"spread":0.2861361150835025,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001368825,0.0001421259,0.0003446021,0.0002360254,0.0001148688,0.00005486855,0.0002133413,0.0001026344,0.0001778746],"category_scores_gemma":[0.0002718584,0.0001405367,0.00003284182,0.0003903778,0.0001305855,0.0001049225,0.0001356188,0.0002051886,0.00001001666],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000241563,"about_ca_system_score_gemma":0.0000481606,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002583653,"about_ca_topic_score_gemma":5.341086e-7,"domain_scores_codex":[0.9982951,0.000158647,0.000539733,0.000194829,0.0004627644,0.0003489574],"domain_scores_gemma":[0.9986063,0.0003086292,0.00009375301,0.0003221599,0.0005876531,0.00008148122],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002120501,0.000003804058,0.04171022,0.003187808,0.0008743743,0.000002002631,0.002109032,0.0002309041,0.8363358,0.04961457,0.002264428,0.063455],"study_design_scores_gemma":[0.005140712,0.001729618,0.03346967,0.001408161,0.0003426585,0.00001571169,0.001480384,0.1281037,0.5969898,0.001260145,0.22852,0.001539438],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9922211,0.0001355267,0.001158859,0.00005423424,0.0002599094,0.0004083643,0.00003097641,0.00006357838,0.005667454],"genre_scores_gemma":[0.998172,0.00009724921,0.001304639,0.00002940942,0.0001959897,0.00005361097,0.00001338133,0.00002268501,0.0001110375],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.239346,"threshold_uncertainty_score":0.5730922,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2076527560","doi":"10.1007/s11527-005-9042-3","title":"Effect of casting rate and concrete temperature on formwork pressure of self-consolidating concrete","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Formwork; Self-consolidating concrete; Materials science; Solid mechanics; Casting; Composite material; Cement; Drop (telecommunication); Compressive strength; Engineering","authors":[{"name":"Joseph J. Assaad","is_ca":false},{"name":"Kamal H. Khayat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002956517831101038,"gpt":0.2002447724589549,"spread":0.1972882546278539,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003298356,0.0001989155,0.000434756,0.00007207839,0.00008580788,0.0000805173,0.0000579694,0.0001384273,0.00006648029],"category_scores_gemma":[0.00004156481,0.0001590917,0.00002192611,0.00007998983,0.00008941429,0.00007958192,0.00002832328,0.00006852904,2.65623e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000004804594,"about_ca_system_score_gemma":0.000007491038,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003981923,"about_ca_topic_score_gemma":4.181449e-7,"domain_scores_codex":[0.9990702,0.0001022083,0.00043308,0.0001526017,0.00008471022,0.0001572432],"domain_scores_gemma":[0.9994826,0.0001578122,0.0001478084,0.0001338223,0.00005783533,0.00002015205],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0000677225,1.085126e-7,0.0001769801,0.0008089996,0.00005766732,0.000001422933,0.00006877677,0.0001683562,0.9917241,0.00648348,0.00008721832,0.0003551079],"study_design_scores_gemma":[0.0004963065,0.0001327444,0.001444039,0.0001093372,0.00006169429,0.0000273158,0.00002331403,0.0001289342,0.996853,0.0003505147,0.000221303,0.0001514849],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979604,0.0002964634,0.000006001701,0.000004860414,0.0005035691,0.0002095894,0.0001990082,0.00007939046,0.000740751],"genre_scores_gemma":[0.9988631,0.00002541005,0.0008433105,0.00001205095,0.0001902553,0.000009601601,0.00002318563,0.00002157132,0.00001153912],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006132965,"threshold_uncertainty_score":0.6487572,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2065959363","doi":"10.2118/2004-090","title":"Use of Cement as Lost-Circulation Material: Best Practices","year":2004,"lang":"en","type":"article","venue":"Canadian International Petroleum Conference","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Cement; Lost circulation; Circulation (fluid dynamics); Computer science; Petroleum engineering; Materials science; Geology; Engineering; Mechanical engineering; Composite material; Aerospace engineering","authors":[{"name":"EG Fidan","is_ca":false},{"name":"Tayfun Babadagli","is_ca":true},{"name":"Ergün Kuru","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05297924284244332,"gpt":0.270234421204161,"spread":0.2172551783617176,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00007031202,0.0001069428,0.000106747,0.0002846791,0.00004170448,0.0001691034,0.0001730526,0.00006667114,0.002279195],"category_scores_gemma":[0.0001003641,0.0001262654,0.0000255722,0.00009299867,0.00004969316,0.0004636406,0.00001274539,0.00006695642,0.0001802143],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003057083,"about_ca_system_score_gemma":0.0003363428,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03566533,"about_ca_topic_score_gemma":0.01060113,"domain_scores_codex":[0.9992347,0.00001141088,0.0002960166,0.0001288196,0.0001774456,0.0001516171],"domain_scores_gemma":[0.9992896,0.00001835745,0.0001481408,0.0001519957,0.0003101041,0.00008177604],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00004804089,0.00002787641,0.005707491,0.0000908833,0.0003823146,0.00004460406,0.0003209137,0.1458122,0.1929692,0.6483394,0.0009101236,0.0053469],"study_design_scores_gemma":[0.001767708,0.000202588,0.01452518,0.0005729332,0.000130164,0.0003128903,0.0008672303,0.02411789,0.2391794,0.01304344,0.7037677,0.001512858],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9689166,0.000007533647,0.001018074,0.0005107441,0.00210604,0.0000754523,0.0002238017,0.00003844592,0.02710332],"genre_scores_gemma":[0.997766,0.00003154654,0.001375419,0.0001119607,0.0001423644,0.00001405298,0.0001107114,0.00001443808,0.0004335143],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7028576,"threshold_uncertainty_score":0.9986328,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4376126836","doi":"10.1016/j.addma.2023.103606","title":"Unveiling pore formation and its influence on micromechanical property and stress distribution of 3D printed foam concrete modified with hydroxypropyl methylcellulose and silica fume","year":2023,"lang":"en","type":"article","venue":"Additive manufacturing","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Materials science; Composite material; Silica fume; Porosity; Elastic modulus; Rheology; Matrix (chemical analysis); Stress (linguistics); Fly ash","authors":[{"name":"Chao Liu","is_ca":false},{"name":"Yamei Zhang","is_ca":false},{"name":"Nemkumar Banthia","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01083082500536692,"gpt":0.2089373067189761,"spread":0.1981064817136092,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001322892,0.0001568705,0.0001864789,0.0001018318,0.00009985741,0.00004305132,0.00004394589,0.00007439333,0.00001064276],"category_scores_gemma":[0.00004454382,0.0001193503,0.00001079947,0.0001207866,0.00007080556,0.0002716503,0.00005598626,0.0001244888,0.000002997388],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002987504,"about_ca_system_score_gemma":0.000008106441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006281992,"about_ca_topic_score_gemma":0.00000105133,"domain_scores_codex":[0.9992451,0.00003022755,0.0002498699,0.0001989121,0.0001095095,0.0001663609],"domain_scores_gemma":[0.9996219,0.00008531832,0.00007721339,0.00009857546,0.00007618823,0.00004077061],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000272564,0.00000616457,0.00007097761,0.001147436,0.000212333,0.00002939075,0.0009163566,0.006111746,0.9366395,0.00302122,0.00005554537,0.05151681],"study_design_scores_gemma":[0.0004074429,0.00008679445,0.00191141,0.0001739111,0.00002230847,0.00002563513,0.0001812568,0.03079281,0.9659007,0.000100489,0.0002237796,0.0001735194],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9978345,0.00003015313,0.00107736,0.00002375843,0.00004648277,0.0003035131,0.0003997541,0.0001472328,0.0001372306],"genre_scores_gemma":[0.9993721,0.00009805703,0.0001579537,0.0000121985,0.0000235048,0.00003554877,0.0002640788,0.00001640535,0.00002020021],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05134329,"threshold_uncertainty_score":0.4866963,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388902383","doi":"10.1016/j.autcon.2023.105164","title":"Reinforcement bond performance in 3D concrete printing: Explainable ensemble learning augmented by deep generative adversarial networks","year":2023,"lang":"en","type":"article","venue":"Automation in Construction","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"National Research Foundation of Korea; Ministry of Science, ICT and Future Planning","keywords":"Computer science; Generative grammar; Reinforcement learning; Process (computing); Reinforcement; Artificial intelligence; 3D printing; Generative adversarial network; Machine learning; Adversarial system; Deep learning; Engineering; Structural engineering; Mechanical engineering","authors":[{"name":"Xianlin Wang","is_ca":false},{"name":"Nemkumar Banthia","is_ca":true},{"name":"Doo‐Yeol Yoo","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006778418230806195,"gpt":0.206862412205277,"spread":0.2000839939744709,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004886104,0.0001800011,0.0002105606,0.000463844,0.000167768,0.00008311955,0.00008038584,0.000158315,0.0001244104],"category_scores_gemma":[0.00005434375,0.0002215374,0.00002526972,0.001108653,0.00006153277,0.0005663247,0.00003441011,0.000251903,0.00004580919],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002850434,"about_ca_system_score_gemma":0.00003345691,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002580976,"about_ca_topic_score_gemma":0.000006810903,"domain_scores_codex":[0.9985197,0.00006724473,0.0006624855,0.0002265494,0.0001832455,0.0003408411],"domain_scores_gemma":[0.9995522,0.00005625104,0.0001393318,0.0001403619,0.00008421497,0.00002767927],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002550318,0.000001250178,0.007696009,0.00006214164,0.00002664708,0.000002974289,0.0005043193,0.941775,0.01974265,0.002575181,0.0004524628,0.02713588],"study_design_scores_gemma":[0.0009459586,0.00002825001,0.001567549,0.00007039032,0.00000616128,0.00001541735,0.0008455069,0.9743832,0.01955529,0.00006183622,0.002286776,0.0002336093],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9460259,0.00002348772,0.04717328,0.00003438162,0.001770912,0.0003608883,0.000002081929,0.0006726779,0.003936415],"genre_scores_gemma":[0.9953855,0.0001356655,0.003808326,0.00002119753,0.0001311099,0.0001596029,0.0002058892,0.00002523101,0.0001274961],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0493596,"threshold_uncertainty_score":0.9034031,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4210415300","doi":"10.1016/j.matpr.2022.01.248","title":"Innovative construction material technologies for sustainable and resilient civil infrastructure","year":2022,"lang":"en","type":"article","venue":"Materials Today Proceedings","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Civil infrastructure; Sustainability; Construction engineering; Construction industry; Production (economics); Engineering; Life-cycle assessment; Emerging technologies; Architectural engineering; Civil engineering; Computer science","authors":[{"name":"Ahmed Soliman","is_ca":true},{"name":"Ghazanfarah Hafeez","is_ca":true},{"name":"Emre Erkmen","is_ca":true},{"name":"Rajamohan Ganesan","is_ca":true},{"name":"Mohamed Ouf","is_ca":true},{"name":"Amin Hammad","is_ca":true},{"name":"Ursula Eicker","is_ca":true},{"name":"Osama Moselhi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00459774705033146,"gpt":0.2002320379827246,"spread":0.1956342909323932,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004045161,0.000224893,0.0002926503,0.0003185383,0.0005185177,0.0003120961,0.000176266,0.0001196274,0.000543811],"category_scores_gemma":[0.00008143741,0.0002389282,0.00001784637,0.0005582382,0.0001548267,0.0003606353,0.0002427546,0.0001151509,0.000001454853],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001644615,"about_ca_system_score_gemma":0.00003616819,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005598528,"about_ca_topic_score_gemma":1.310391e-7,"domain_scores_codex":[0.9987233,0.00001013001,0.0004496438,0.000285335,0.0001577503,0.0003738851],"domain_scores_gemma":[0.999407,0.0000156501,0.0001357401,0.0001066193,0.0003156282,0.00001935973],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001469374,0.000004124393,0.0001437352,0.0004497409,0.0000447506,0.000002219049,0.0003140852,0.00007042192,0.7815719,0.2040838,0.01121519,0.001953095],"study_design_scores_gemma":[0.0005309707,0.0001339626,0.0001363685,0.00001610188,0.0000187606,0.0001514117,0.009226521,0.00006291182,0.8685634,0.03235592,0.08843572,0.0003679393],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9945023,0.00003013024,0.0001920537,0.0001915031,0.001649731,0.0007481154,0.000246357,0.0009256511,0.001514141],"genre_scores_gemma":[0.9945294,0.00002043042,0.004004093,0.00004720088,0.0001933006,0.0009149789,0.00007472782,0.00004678251,0.000169128],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1717279,"threshold_uncertainty_score":0.974321,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2011506192","doi":"10.1617/s11527-014-0274-y","title":"Form pressure generated by fresh concrete: a review about practice in formwork design","year":2014,"lang":"en","type":"review","venue":"Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Formwork; Solid mechanics; Self-consolidating concrete; Engineering; Structural engineering; Civil engineering; Materials science; Composite material; Compressive strength","authors":[{"name":"Tilo Proske","is_ca":false},{"name":"Kamal H. Khayat","is_ca":false},{"name":"Ahmed Omran","is_ca":true},{"name":"Olaf Leitzbach","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01779956233535968,"gpt":0.2856715797807481,"spread":0.2678720174453884,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009610656,0.0005853794,0.002288685,0.000137442,0.00009667804,0.0003287528,0.0002585706,0.0005165724,0.0006922118],"category_scores_gemma":[0.0002868919,0.0004690787,0.00009161491,0.0002711129,0.00006659502,0.0002126557,0.00005840434,0.0002440217,0.0000125065],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003668387,"about_ca_system_score_gemma":0.00006134758,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001713447,"about_ca_topic_score_gemma":7.334387e-7,"domain_scores_codex":[0.9972382,0.0004634728,0.001382713,0.0003742854,0.0001740971,0.0003671907],"domain_scores_gemma":[0.9988162,0.0002174727,0.0004215307,0.0003898688,0.0000963979,0.00005853047],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0000337911,0.000002578345,1.066856e-7,0.2102005,0.0007932098,0.00002078927,0.00007787254,0.00002398492,0.006254632,0.01009141,0.1449051,0.627596],"study_design_scores_gemma":[0.0001558407,0.00002075445,2.056485e-7,0.01375916,0.0004955559,0.0001144344,0.000003890928,0.000007898037,0.001302081,0.0003049225,0.983328,0.0005072335],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0001004507,0.9959378,0.000350356,0.00001445022,0.001207371,0.001241848,0.0005099552,0.0001465916,0.0004911292],"genre_scores_gemma":[0.0001229735,0.9953493,0.003033543,0.0002330481,0.0003652548,0.0003141148,0.0004185441,0.00009388469,0.00006928102],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.8384229,"threshold_uncertainty_score":0.9997761,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2801402046","doi":"10.1039/c8ra00082d","title":"Comparative study on the dynamic properties of lightweight porous concrete","year":2018,"lang":"en","type":"article","venue":"RSC Advances","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Air Canada","funders":"National Natural Science Foundation of China","keywords":"Porosity; Pervious concrete; Materials science; Porous medium; Composite material; Cement","authors":[{"name":"Erlei Bai","is_ca":true},{"name":"Jinyu Xu","is_ca":true},{"name":"Song Lu","is_ca":true},{"name":"Ke-Xin Lin","is_ca":false},{"name":"Yiming Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02390185126856602,"gpt":0.2668403581287361,"spread":0.2429385068601701,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009166766,0.0000919736,0.0001564833,0.00004105757,0.00009477984,0.00001712787,0.0001202721,0.00001916883,0.00008158416],"category_scores_gemma":[0.00001149083,0.00005630206,0.000014562,0.0001479669,0.0001772215,0.0001097875,0.00001384244,0.00005079037,0.00004969051],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000156941,"about_ca_system_score_gemma":0.00000907869,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001909935,"about_ca_topic_score_gemma":0.000004405872,"domain_scores_codex":[0.9994809,0.00003328991,0.0002016362,0.00008780785,0.0001038947,0.00009247263],"domain_scores_gemma":[0.9996236,0.00003341461,0.0000503534,0.0001766419,0.0001078882,0.000008113974],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001906308,0.00002931464,0.0008998489,0.000120489,0.0004799996,0.000004205286,0.01510784,0.0009667818,0.9484358,0.02524808,0.001259403,0.007257548],"study_design_scores_gemma":[0.000304125,0.000444635,0.0004127717,0.00008288274,0.00002224939,0.000004758195,0.007424501,0.001840542,0.9768744,0.0005002377,0.0118651,0.0002238263],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9901761,0.0003238513,0.0002187773,0.00003927551,0.000646283,0.0002379554,0.000007386197,0.00008411343,0.008266247],"genre_scores_gemma":[0.9995277,0.00001969423,0.0001884456,0.00002810518,0.0001091282,0.0000325748,8.984416e-7,0.000008177668,0.00008529607],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02843852,"threshold_uncertainty_score":0.2295931,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3011435909","doi":"10.1088/1361-665x/ab7e35","title":"Design of polymeric auxetic matrices for improved mechanical coupling in lead-free piezocomposites","year":2020,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Wilfrid Laurier University","funders":"European Regional Development Fund; Ministerio de Economía y Competitividad; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Auxetics; Materials science; Coupling (piping); Composite material; Lead (geology)","authors":[{"name":"Jagdish A. Krishnaswamy","is_ca":true},{"name":"Federico C. Buroni","is_ca":false},{"name":"Roderick Melnik","is_ca":true},{"name":"Luis Rodríguez‐Tembleque","is_ca":false},{"name":"Andrés Sáez","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01613606754349205,"gpt":0.2234656817366137,"spread":0.2073296141931217,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001229541,0.0001398306,0.0003172475,0.00007326508,0.0000427543,0.00006459998,0.0001329666,0.00008577838,0.00007852614],"category_scores_gemma":[0.00004253839,0.0001283742,0.00002013559,0.0001250901,0.0000386781,0.00007363748,0.00003931854,0.00003834273,5.805632e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000007796431,"about_ca_system_score_gemma":0.00001372509,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001521642,"about_ca_topic_score_gemma":8.605077e-7,"domain_scores_codex":[0.9992093,0.00001744347,0.0004083666,0.0001511782,0.00005349712,0.0001601468],"domain_scores_gemma":[0.9996845,0.00006703112,0.00006858917,0.0001170698,0.00003457214,0.00002827215],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00008954409,0.000001142492,0.00002692511,0.0002191985,0.00002156528,4.143029e-7,0.00006590172,0.001307411,0.9952459,0.0024888,0.00008080134,0.0004524359],"study_design_scores_gemma":[0.0006161869,0.00009296292,0.0002068209,0.00002146316,0.00002247013,0.000005047776,0.00005479257,0.02695129,0.96701,0.004744608,0.0001019556,0.0001723489],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9775892,0.0003115878,0.02082028,0.0001213171,0.0005784644,0.000373336,0.0001091237,0.00008271871,0.00001389379],"genre_scores_gemma":[0.9806111,0.00006737642,0.0190384,0.00006677413,0.0001468698,0.00003228782,0.00001398168,0.00002173003,0.000001500078],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02823581,"threshold_uncertainty_score":0.5234949,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4408357209","doi":"10.1016/j.conbuildmat.2025.140760","title":"The influence of pore structure and fiber orientation on anisotropic mechanical property of 3D printed ultra-high-performance concrete","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"National Key Research and Development Program of China; Key Technologies Research and Development Program; National Natural Science Foundation of China","keywords":"Materials science; Composite material; Anisotropy; Fiber; Orientation (vector space); 3d printed; Engineering; Optics; Geometry","authors":[{"name":"Hanquan Yuan","is_ca":false},{"name":"Enlai Dong","is_ca":false},{"name":"Zijian Jia","is_ca":false},{"name":"Lutao Jia","is_ca":false},{"name":"Minglei Ma","is_ca":false},{"name":"Mingyang Feng","is_ca":false},{"name":"Numkumar Banthia","is_ca":true},{"name":"Yamei Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004824439084356518,"gpt":0.214444604200476,"spread":0.2096201651161194,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001479905,0.0001213597,0.0002170044,0.00009245845,0.0001308444,0.00005367973,0.00006994233,0.00009252777,0.00005123584],"category_scores_gemma":[0.00006156461,0.00008043714,0.000009931868,0.0001700291,0.0002670536,0.0001202751,0.00002271743,0.00006224623,4.327219e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000172902,"about_ca_system_score_gemma":0.00002392824,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009268203,"about_ca_topic_score_gemma":2.747442e-7,"domain_scores_codex":[0.9991809,0.00004137811,0.0004398484,0.000142104,0.00008911637,0.0001066407],"domain_scores_gemma":[0.999503,0.00005417932,0.0001312977,0.0001492863,0.00014666,0.00001561459],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00005703256,5.002255e-7,0.0002925222,0.0001858686,0.00003506716,1.20853e-7,0.00002078948,0.0002675655,0.956145,0.02959784,0.00001042468,0.01338727],"study_design_scores_gemma":[0.0003510611,0.00003732654,0.002999368,0.0001732629,0.00002292686,0.00002231176,0.00004971779,0.00007710118,0.9949654,0.0006655095,0.0005510277,0.00008498145],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985505,0.00001855694,0.0001748158,0.00003119221,0.0008122334,0.0002019993,0.00004342297,0.00005028654,0.000116976],"genre_scores_gemma":[0.996412,0.0001604134,0.003323939,0.00002004424,0.00003218193,0.00001048218,0.000007631986,0.000007965224,0.00002534415],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0388204,"threshold_uncertainty_score":0.3280131,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}