{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":266,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":266,"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":"5611f59fdf01","filters":{"venue":"Materials and Structures"}},"results":[{"id":"W3093787714","doi":"10.1617/s11527-020-01558-w","title":"Understanding the carbonation of concrete with supplementary cementitious materials: a critical review by RILEM TC 281-CCC","year":2020,"lang":"en","type":"review","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":436,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Vlaamse regering; Engineering and Physical Sciences Research Council; KU Leuven; Fonds Wetenschappelijk Onderzoek; National Natural Science Foundation of China; Deutsche Forschungsgemeinschaft; National Science Foundation","keywords":"Carbonation; Cementitious; Portland cement; Materials science; Curing (chemistry); Cement; Mortar; Carbonatation; Composite material","authors":[{"name":"Stefanie von Greve‐Dierfeld","is_ca":false},{"name":"Barbara Lothenbach","is_ca":false},{"name":"Anya Vollpracht","is_ca":false},{"name":"Bei Wu","is_ca":false},{"name":"Bruno Huet","is_ca":false},{"name":"Carmen Andrade","is_ca":false},{"name":"César Medina","is_ca":false},{"name":"Charlotte Thiel","is_ca":false},{"name":"Elke Gruyaert","is_ca":false},{"name":"Hanne Vanoutrive","is_ca":false},{"name":"I.F. Sáez del Bosque","is_ca":false},{"name":"Ivan Ignjatović","is_ca":false},{"name":"Jan Elsen","is_ca":false},{"name":"John L. Provis","is_ca":false},{"name":"Karen Scrivener","is_ca":false},{"name":"Karl‐Christian Thienel","is_ca":false},{"name":"Kosmas Sideris","is_ca":false},{"name":"Maciej Zając","is_ca":false},{"name":"Natalia Alderete","is_ca":false},{"name":"Özlem Çizer","is_ca":false},{"name":"Philip Van den Heede","is_ca":false},{"name":"R.D. Hooton","is_ca":true},{"name":"Siham Kamali-Bernard","is_ca":false},{"name":"Susan A. Bernal","is_ca":false},{"name":"Zengfeng Zhao","is_ca":false},{"name":"Zhenguo Shi","is_ca":false},{"name":"Nele De Belie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06512433651253301,"gpt":0.3076561738615174,"spread":0.2425318373489844,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008240788,0.0008697216,0.001072597,0.002608271,0.000224346,0.0008075032,0.0007439495,0.0009361771,0.002717305],"category_scores_gemma":[0.0008299656,0.0003547705,0.0005333885,0.003030345,0.0003339269,0.001089804,0.000532532,0.0009244978,0.001390594],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006675619,"about_ca_system_score_gemma":0.00194907,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001832712,"about_ca_topic_score_gemma":0.002870756,"domain_scores_codex":[0.9997544,0.00003787419,0.00004547786,0.00005311548,0.00008535088,0.00002382355],"domain_scores_gemma":[0.9992956,0.0002603289,0.000108124,0.00001471701,0.0002824367,0.00003874731],"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":[0.0001875781,0.0001447596,0.0001932565,0.09345096,0.0002334785,0.0003133248,0.000154161,0.0007196493,0.007424904,0.003937488,0.03693299,0.8563074],"study_design_scores_gemma":[0.00001716177,0.0002540474,0.001406429,0.01046727,0.000410661,0.000563501,0.00008732412,0.0001679588,0.002984694,0.0006253392,0.9829846,0.00003100634],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0002794348,0.9985056,0.0001372835,0.0002034029,0.0001686387,0.00000971042,0.00003010623,0.000004889304,0.0006608941],"genre_scores_gemma":[0.001187819,0.9975884,0.0002700456,0.0001614767,0.00008113282,0.00001233814,0.00004366873,0.000001759819,0.0006532832],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.002717305,"threshold_uncertainty_score":0.009090304,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1969404535","doi":"10.1007/bf02480516","title":"Hybrid fiber reinforced concrete (HyFRC): fiber synergy in high strength matrices","year":2004,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":332,"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":"Materials science; Fiber; Composite material; Flexural strength; Toughness; Polypropylene; Solid mechanics; Compressive strength","authors":[{"name":"Nemkumar Banthia","is_ca":true},{"name":"Rishi Gupta","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003840512667073637,"gpt":0.1904829758759053,"spread":0.1866424632088316,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001127757,0.0003415628,0.0001532459,0.0003202885,0.0001719738,0.0002348952,0.0002255436,0.0003676027,0.001408994],"category_scores_gemma":[0.00009473757,0.0001399919,0.0001420483,0.0002192051,0.000213509,0.0004079045,0.0003431868,0.0002471754,0.0004468581],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001446206,"about_ca_system_score_gemma":0.0001521463,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005383616,"about_ca_topic_score_gemma":0.002186064,"domain_scores_codex":[0.9999034,0.00001275365,0.000003454398,0.00002273452,0.00004035434,0.00001721603],"domain_scores_gemma":[0.9998587,0.00001844251,0.00004238766,0.00001851921,0.00002819149,0.00003362195],"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":[0.00009589574,0.00006403844,0.0004631786,0.00007453682,0.00001324771,0.0001497043,0.00002860771,0.006084624,0.9776402,0.004003769,0.0002902137,0.01109194],"study_design_scores_gemma":[0.0000175131,0.0002900743,0.002404336,0.00001205306,0.00002481244,0.0004769467,0.00003446812,0.02097454,0.9655567,0.000944619,0.00924279,0.00002109564],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9496114,0.001523008,0.0370458,0.0001151098,0.00007171925,0.00003619246,0.0001865214,0.0003825249,0.01102764],"genre_scores_gemma":[0.9797937,0.0002815084,0.01576418,0.00001936979,0.0000111474,0.00001801624,0.00007688243,0.00001947845,0.004015682],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001408994,"threshold_uncertainty_score":0.004713535,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1971515699","doi":"10.1007/bf02479554","title":"Calculation of ionic diffusion coefficients on the basis of migration test results","year":2003,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":329,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval; Québec Metro High Tech Park (Canada)","funders":"","keywords":"Diffusion; Series (stratigraphy); Current (fluid); Tortuosity; Applied mathematics; Solid mechanics; Simple (philosophy); Poisson distribution; Statistical physics; Computer science; Mathematics; Statistics; Thermodynamics; Physics; Geology; Porosity; Geotechnical engineering","authors":[{"name":"E. Samson","is_ca":true},{"name":"J. Marchand","is_ca":true},{"name":"Kenneth A. Snyder","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01204175006438249,"gpt":0.2301316792589245,"spread":0.218089929194542,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004893391,0.0006458019,0.0006016188,0.0008311836,0.0003287767,0.0005611617,0.0009327471,0.0004953248,0.00155972],"category_scores_gemma":[0.002089065,0.000266832,0.0003077014,0.0004323155,0.0002505551,0.0008360147,0.0002684429,0.0004254889,0.000781674],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000472448,"about_ca_system_score_gemma":0.0005772557,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002412188,"about_ca_topic_score_gemma":0.002793841,"domain_scores_codex":[0.9998241,0.0000198568,0.00001725107,0.00002406622,0.00009572129,0.00001896371],"domain_scores_gemma":[0.9989299,0.0004132194,0.00007345976,0.00007879285,0.0004807307,0.0000238024],"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":[0.0005975476,0.0001459253,0.006453786,0.0008623708,0.0000632708,0.0001846535,0.0002017046,0.1248221,0.7803372,0.00556242,0.001115975,0.07965305],"study_design_scores_gemma":[0.00004354113,0.0002103521,0.003423265,0.00002630108,0.00006796914,0.0001644868,0.00006486959,0.3582525,0.6319153,0.001648852,0.004138664,0.00004389891],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7005391,0.0007045845,0.2823712,0.0001541129,0.00009514209,0.0001684205,0.0006399003,0.002174474,0.01315304],"genre_scores_gemma":[0.9488269,0.0003673959,0.04778359,0.00002178178,0.000006321076,0.00006426588,0.0003496812,0.0001634283,0.002416525],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002412188,"threshold_uncertainty_score":0.00521785,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2898704257","doi":"10.1617/s11527-018-1269-x","title":"Reactivity tests for supplementary cementitious materials: RILEM TC 267-TRM phase 1","year":2018,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":296,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"Vlaamse regering; Universiteit Gent; École Polytechnique Fédérale de Lausanne; Javna Agencija za Raziskovalno Dejavnost RS; Ministry of Science and Technology of the People's Republic of China; Direktion für Entwicklung und Zusammenarbeit; Agentschap Innoveren en Ondernemen","keywords":"Cementitious; Materials science; Solid mechanics; Composite material; Phase (matter); Forensic engineering; Cement; Engineering; Chemistry","authors":[{"name":"Xuerun Li","is_ca":false},{"name":"Ruben Snellings","is_ca":false},{"name":"Mathieu Antoni","is_ca":false},{"name":"Natalia Alderete","is_ca":false},{"name":"Mohsen Ben Haha","is_ca":false},{"name":"Shashank Bishnoi","is_ca":false},{"name":"Özlem Çizer","is_ca":false},{"name":"Martin Cyr","is_ca":false},{"name":"Klaartje De Weerdt","is_ca":false},{"name":"Yuvaraj Dhandapani","is_ca":false},{"name":"Josée Duchesne","is_ca":true},{"name":"Johannes Haufe","is_ca":false},{"name":"R.D. Hooton","is_ca":false},{"name":"Maria Juenger","is_ca":false},{"name":"Siham Kamali-Bernard","is_ca":false},{"name":"Sabina Kramar","is_ca":false},{"name":"Milena Marroccoli","is_ca":false},{"name":"Aneeta Mary Joseph","is_ca":false},{"name":"Anuj Parashar","is_ca":false},{"name":"Cédric Patapy","is_ca":false},{"name":"John L. Provis","is_ca":false},{"name":"Manu Santhanam","is_ca":false},{"name":"Laurent Steger","is_ca":false},{"name":"Tongbo Sui","is_ca":false},{"name":"Antonio Telesca","is_ca":false},{"name":"Anya Vollpracht","is_ca":false},{"name":"Felipe Vargas","is_ca":false},{"name":"Brant Walkley","is_ca":false},{"name":"Frank Winnefeld","is_ca":false},{"name":"Guang Ye","is_ca":false},{"name":"Maciej Zając","is_ca":false},{"name":"Shizhe Zhang","is_ca":false},{"name":"Karen Scrivener","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02244492199684845,"gpt":0.3068976471097687,"spread":0.2844527251129202,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007404297,0.000580969,0.0003183183,0.0006084264,0.000488679,0.0002473371,0.0008125911,0.0007436738,0.005645933],"category_scores_gemma":[0.0008493585,0.0002825018,0.0004468656,0.0002902677,0.000235524,0.0003815381,0.0003870647,0.0007065533,0.001478374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00034838,"about_ca_system_score_gemma":0.0007158465,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001744636,"about_ca_topic_score_gemma":0.003716913,"domain_scores_codex":[0.9990709,0.0001286552,0.00005221959,0.0001624179,0.0004597882,0.0001260107],"domain_scores_gemma":[0.9993746,0.0001346078,0.00006844556,0.0000634587,0.0002866489,0.00007228272],"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":[0.001232578,0.0004337847,0.002716415,0.00013247,0.00001548521,0.0001660192,0.0002260405,0.001089983,0.9866952,0.0004400252,0.0005819458,0.006270078],"study_design_scores_gemma":[0.00004661245,0.002718099,0.004071229,0.00001010213,0.00002854557,0.00008610435,0.0001014413,0.00122529,0.98814,0.00004937743,0.003508151,0.00001503559],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9883613,0.0001480605,0.003767983,0.00003628641,0.00004225272,0.0001551514,0.0004468788,0.0001911396,0.0068509],"genre_scores_gemma":[0.9838955,0.0001617087,0.004299341,0.00005578871,0.00001385114,0.0001191836,0.001053797,0.00008587025,0.01031507],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005645933,"threshold_uncertainty_score":0.01888752,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2904896061","doi":"10.1617/s11527-018-1298-5","title":"RILEM TC-238 SCM recommendation on hydration stoppage by solvent exchange for the study of hydrate assemblages","year":2018,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":289,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Cementitious; Hydrate; Round robin test; Portland cement; Thermogravimetry; Cement; Isopropyl alcohol; Materials science; Ettringite; Chemical engineering; Mineralogy; Chemistry; Composite material; Organic chemistry; Engineering","authors":[{"name":"Ruben Snellings","is_ca":false},{"name":"Jacek Chwast","is_ca":false},{"name":"Özlem Çizer","is_ca":false},{"name":"Nele De Belie","is_ca":false},{"name":"Yuvaraj Dhandapani","is_ca":false},{"name":"Pawel Durdzinski","is_ca":false},{"name":"Jan Elsen","is_ca":false},{"name":"Johannes Haufe","is_ca":false},{"name":"R.D. Hooton","is_ca":true},{"name":"Cédric Patapy","is_ca":false},{"name":"Manu Santhanam","is_ca":false},{"name":"Karen Scrivener","is_ca":false},{"name":"Didier Snoeck","is_ca":false},{"name":"Laurent Steger","is_ca":false},{"name":"Tongbo Sui","is_ca":false},{"name":"Anya Vollpracht","is_ca":false},{"name":"Frank Winnefeld","is_ca":false},{"name":"Barbara Lothenbach","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02412671152821626,"gpt":0.2820889153084023,"spread":0.257962203780186,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005920404,0.001886711,0.001568363,0.002865158,0.002040303,0.002096978,0.004658308,0.005999573,0.09231438],"category_scores_gemma":[0.008294492,0.001177443,0.001712874,0.002192733,0.0009137365,0.002110238,0.001550624,0.004528662,0.1034239],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001385544,"about_ca_system_score_gemma":0.003994013,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01349692,"about_ca_topic_score_gemma":0.03181484,"domain_scores_codex":[0.9950501,0.0008739875,0.0003383433,0.0002897475,0.00311224,0.0003356558],"domain_scores_gemma":[0.9901205,0.001579701,0.0004859198,0.001970828,0.005304968,0.0005381374],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0007592664,0.0004459915,0.0005487201,0.001450383,0.00004198956,0.0002450438,0.0001652947,0.001318466,0.1255779,0.009003238,0.7838985,0.07654514],"study_design_scores_gemma":[0.0001681683,0.0003681303,0.002416509,0.0004535614,0.00004979385,0.0002945963,0.0001020041,0.002894544,0.1395689,0.00325152,0.8503179,0.0001144638],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"methods","genre_scores_codex":[0.02091192,0.00890384,0.3358343,0.02161268,0.0211417,0.005241858,0.1030688,0.03600419,0.4472807],"genre_scores_gemma":[0.04995607,0.01151768,0.2714587,0.01033025,0.004081929,0.005693166,0.08743344,0.01697261,0.5425561],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.09231438,"threshold_uncertainty_score":0.3088223,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2593192050","doi":"10.1617/s11527-017-1010-1","title":"The steel–concrete interface","year":2017,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":268,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Documentation; Solid mechanics; Durability; Interface (matter); Construction engineering; Computer science; Structural engineering; Engineering; Forensic engineering; Materials science; Composite material; Database","authors":[{"name":"Ueli Angst","is_ca":false},{"name":"Mette Rica Geiker","is_ca":false},{"name":"Alexander Michel","is_ca":false},{"name":"Christoph Gehlen","is_ca":false},{"name":"Hong S. Wong","is_ca":false},{"name":"O. Burkan Isgor","is_ca":false},{"name":"Bernhard Elsener","is_ca":false},{"name":"C.M. Hansson","is_ca":true},{"name":"Raoul François","is_ca":false},{"name":"Karla Hornbostel","is_ca":false},{"name":"R.B. Polder","is_ca":false},{"name":"C. Alonso","is_ca":false},{"name":"M. Criado","is_ca":false},{"name":"Alberto A. Sagüés","is_ca":false},{"name":"N.R. Buenfeld","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01038803484239661,"gpt":0.2361635775296395,"spread":0.2257755426872428,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005517288,0.0004142794,0.0002878832,0.001980421,0.0006090849,0.000861868,0.0003464557,0.0005663629,0.003043248],"category_scores_gemma":[0.0009832648,0.0002598528,0.0002408134,0.0008246825,0.000797366,0.0008663058,0.0007159833,0.000487076,0.0009976365],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006517954,"about_ca_system_score_gemma":0.0007658975,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003470996,"about_ca_topic_score_gemma":0.00643708,"domain_scores_codex":[0.9993029,0.00005348964,0.00004702964,0.0001345486,0.0003593563,0.0001026635],"domain_scores_gemma":[0.9991936,0.000104981,0.0001951849,0.00004476236,0.000378404,0.00008303139],"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":[0.0001716185,0.0000291241,0.0321466,0.001181192,0.00004715879,0.001367603,0.001312196,0.001920509,0.8793367,0.004885252,0.001105578,0.07649647],"study_design_scores_gemma":[0.00001096065,0.000485637,0.3125945,0.0003091366,0.0001456871,0.004633993,0.002199516,0.003315696,0.5820904,0.002658308,0.091428,0.0001280752],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9280636,0.008374672,0.02844827,0.0001377919,0.000128456,0.0001272756,0.001034932,0.0003314614,0.03335355],"genre_scores_gemma":[0.9874524,0.001258814,0.005293644,0.00005350805,0.00001852163,0.00002351461,0.0003724117,0.00003654811,0.005490669],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003470996,"threshold_uncertainty_score":0.01018065,"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002073681,0.001282803,0.001091948,0.001875572,0.0004037272,0.0008449374,0.002315919,0.001250869,0.002333416],"category_scores_gemma":[0.005699043,0.000660377,0.0006305029,0.00118603,0.0005996827,0.003140012,0.001233298,0.00259545,0.001920549],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006187903,"about_ca_system_score_gemma":0.0008428262,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002515114,"about_ca_topic_score_gemma":0.003553137,"domain_scores_codex":[0.9975726,0.0005523688,0.0001901326,0.0006202192,0.0009006468,0.000164],"domain_scores_gemma":[0.9984719,0.0006060413,0.0001603534,0.0003438299,0.0003923581,0.00002550454],"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":[0.0001972772,0.0004122301,0.01112332,0.00123046,0.000187097,0.0005279738,0.001087856,0.02786217,0.5070979,0.07398503,0.004745868,0.3715428],"study_design_scores_gemma":[0.00003514118,0.0001756424,0.01190787,0.0002014443,0.0001186282,0.0008810054,0.0001245992,0.5823266,0.3597653,0.01059094,0.03359051,0.0002824129],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05115239,0.003177861,0.9346696,0.0003324172,0.0002848767,0.0002567177,0.0003218396,0.001106114,0.008698262],"genre_scores_gemma":[0.5918675,0.004198293,0.3849152,0.0004667565,0.0001479977,0.0006096225,0.0003920438,0.0005483286,0.0168542],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002515114,"threshold_uncertainty_score":0.01096678,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2886477787","doi":"10.1617/s11527-018-1237-5","title":"Report of TC 238-SCM: hydration stoppage methods for phase assemblage studies of blended cements—results of a round robin test","year":2018,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":231,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Portlandite; Round robin test; Ettringite; Carbonation; Cement; Aluminate; Hydrate; Materials science; Cementitious; Chemical engineering; Thermogravimetry; Portland cement; Mineralogy; Chemistry; Metallurgy; Composite material; Inorganic chemistry; Organic chemistry; Mathematics","authors":[{"name":"Ruben Snellings","is_ca":false},{"name":"Jacek Chwast","is_ca":false},{"name":"Özlem Çizer","is_ca":false},{"name":"Nele De Belie","is_ca":false},{"name":"Yuvaraj Dhandapani","is_ca":false},{"name":"Pawel Durdzinski","is_ca":false},{"name":"Jan Elsen","is_ca":false},{"name":"Johannes Haufe","is_ca":false},{"name":"R.D. Hooton","is_ca":true},{"name":"Cédric Patapy","is_ca":false},{"name":"Manu Santhanam","is_ca":false},{"name":"Karen Scrivener","is_ca":false},{"name":"Didier Snoeck","is_ca":false},{"name":"Laurent Steger","is_ca":false},{"name":"Tongbo Sui","is_ca":false},{"name":"Anya Vollpracht","is_ca":false},{"name":"Frank Winnefeld","is_ca":false},{"name":"Barbara Lothenbach","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05397294558494926,"gpt":0.4014781680918585,"spread":0.3475052225069092,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002775203,0.0007782803,0.0005948214,0.0007087695,0.000976323,0.0004754717,0.001068722,0.0007397946,0.002961744],"category_scores_gemma":[0.002358072,0.0003647509,0.000630402,0.0004436754,0.0005621028,0.0006948393,0.000504937,0.0006295642,0.001245709],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004357815,"about_ca_system_score_gemma":0.0009160029,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003145178,"about_ca_topic_score_gemma":0.003668699,"domain_scores_codex":[0.998522,0.0003471722,0.0001506741,0.0001988219,0.0006850829,0.00009629817],"domain_scores_gemma":[0.9976705,0.0005478298,0.000226492,0.000361933,0.0009963462,0.0001970516],"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":[0.0009336738,0.0007552138,0.0018049,0.0001501759,0.0000553489,0.0001815064,0.0004501563,0.0005864206,0.9788684,0.0002154885,0.0005097871,0.01548902],"study_design_scores_gemma":[0.00003194439,0.001557597,0.002554803,0.000003053702,0.00004585564,0.00007893097,0.00007249886,0.0005323234,0.9926741,0.00002476906,0.002408554,0.00001548051],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9473662,0.0009504525,0.04260575,0.0001263875,0.0000699131,0.001035016,0.001116576,0.000587249,0.006142384],"genre_scores_gemma":[0.9217357,0.0008169984,0.05498756,0.00007360514,0.00003946523,0.0005997319,0.003048828,0.0004220788,0.01827603],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003145178,"threshold_uncertainty_score":0.01467687,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2004153473","doi":"10.1617/s11527-006-9206-9","title":"Transient plane source measurements of the thermal properties of hydrating cement pastes","year":2007,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":202,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"National Research Council Canada; National Institute of Standards and Technology","keywords":"Thermal conductivity; Materials science; Cement; Heat capacity; Composite material; Curing (chemistry); Thermal; Solid mechanics; Thermodynamics","authors":[{"name":"Dale P. Bentz","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02395951807356506,"gpt":0.1897883831818006,"spread":0.1658288651082355,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001034151,0.0002366935,0.0003151438,0.0002112656,0.0001571517,0.0002799728,0.0002495409,0.000314485,0.001394323],"category_scores_gemma":[0.0003665148,0.0001693889,0.000165293,0.000339715,0.0003878358,0.0003531722,0.0002164278,0.0006216538,0.0003234466],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003665504,"about_ca_system_score_gemma":0.0001437918,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001217548,"about_ca_topic_score_gemma":0.00139704,"domain_scores_codex":[0.99989,0.000009258865,0.000002184574,0.00002370697,0.00005070791,0.00002428486],"domain_scores_gemma":[0.9998172,0.00006744338,0.00002787308,0.00002153719,0.00005084833,0.00001505306],"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":[0.0002840029,0.00002192917,0.0009850761,0.00001488595,0.000007539447,0.00004775103,0.00005989984,0.0005828051,0.9957888,0.0001567713,0.00008414709,0.001966393],"study_design_scores_gemma":[0.00003155844,0.0001605481,0.01321395,0.000002713826,0.00001252517,0.00007737317,0.00005752343,0.006089703,0.9798252,0.00006908613,0.0004505802,0.000009322964],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9883317,0.0001273629,0.009151485,0.00002667919,0.00001011418,0.00001107431,0.0002690304,0.0001710771,0.001901457],"genre_scores_gemma":[0.9983206,0.00007829759,0.000641631,0.000009464477,0.000004408339,0.00000649042,0.0001828252,0.00002760704,0.0007285523],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001394323,"threshold_uncertainty_score":0.004664481,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2510527553","doi":"10.1617/s11527-016-0868-7","title":"Effect of superabsorbent polymers (SAP) on the freeze–thaw resistance of concrete: results of a RILEM interlaboratory study","year":2016,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":194,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"European Social Fund; Vlaamse regering; Fonds Wetenschappelijk Onderzoek","keywords":"Superabsorbent polymer; Solid mechanics; Polymer; Composite material; Materials science","authors":[{"name":"Viktor Mechtcherine","is_ca":false},{"name":"Christof Schröfl","is_ca":false},{"name":"Mateusz Wyrzykowski","is_ca":false},{"name":"Michaela Gorges","is_ca":false},{"name":"Pietro Lura","is_ca":false},{"name":"Daniel Cusson","is_ca":true},{"name":"Jim Margeson","is_ca":true},{"name":"Nele De Belie","is_ca":false},{"name":"Didier Snoeck","is_ca":false},{"name":"Kazuo Ichimiya","is_ca":false},{"name":"Shin‐ichi Igarashi","is_ca":false},{"name":"Vyacheslav R. Falikman","is_ca":false},{"name":"Stefan Friedrich","is_ca":false},{"name":"Jürgen Bokern","is_ca":false},{"name":"Patricia Kara De Maeijer","is_ca":false},{"name":"Alicja Marciniak","is_ca":false},{"name":"Hans‐Wolf Reinhardt","is_ca":false},{"name":"Sören Sippel","is_ca":false},{"name":"António Bettencourt Ribeiro","is_ca":false},{"name":"João Custódio","is_ca":false},{"name":"Guang Ye","is_ca":false},{"name":"Hua Dong","is_ca":false},{"name":"Jason Weiss","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006149803787546601,"gpt":0.208088357489195,"spread":0.2019385537016484,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006952818,0.0003239772,0.0002211592,0.0001910316,0.0002973438,0.0001894636,0.0002028455,0.0003640344,0.0009050011],"category_scores_gemma":[0.0005971535,0.0001488904,0.000435156,0.0001665168,0.0003292155,0.0002139973,0.0001805769,0.000418002,0.0001744897],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001822242,"about_ca_system_score_gemma":0.0001899772,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00155652,"about_ca_topic_score_gemma":0.0016359,"domain_scores_codex":[0.999698,0.00009770037,0.00002121789,0.00006385155,0.00007678543,0.0000424616],"domain_scores_gemma":[0.9993203,0.0002911085,0.0001356833,0.00008938408,0.00009084312,0.00007261554],"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":[0.0004843776,0.0001175858,0.0007935723,0.00002499739,0.00001582525,0.0000239046,0.00006010137,0.0003813281,0.9966817,0.000010875,0.00001269301,0.001392968],"study_design_scores_gemma":[0.00001312329,0.002011176,0.009546279,0.000002493889,0.00002893239,0.00004579217,0.00003173849,0.0005514387,0.9875163,0.000008713216,0.0002371281,0.000007008092],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992086,0.000182658,0.0003847375,0.000006620101,0.000002006329,0.000007961147,0.00004335542,0.000005348482,0.000158686],"genre_scores_gemma":[0.9983389,0.0002029205,0.000835065,0.00001142514,0.000003332788,0.000008404534,0.0001067773,0.000009935076,0.0004831706],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00155652,"threshold_uncertainty_score":0.00367707,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2162307468","doi":"10.1617/s11527-012-9940-0","title":"Effects of nano- and micro-limestone addition on early-age properties of ultra-high-performance concrete","year":2012,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":193,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Materials science; Cement; Nano-; Microstructure; Nucleation; Composite material; Solid mechanics; Filler (materials); Environmentally friendly; Inert; Chemistry","authors":[{"name":"Jessica Camiletti","is_ca":true},{"name":"Ahmed Soliman","is_ca":true},{"name":"Moncef L. Nehdi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007640907844355969,"gpt":0.1973974279378518,"spread":0.1897565200934958,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003693571,0.0003875413,0.0004323046,0.0002977449,0.0002521783,0.0005018445,0.0004163284,0.0004913927,0.003116313],"category_scores_gemma":[0.0008563632,0.0004087836,0.0003684628,0.0002458828,0.0005409925,0.0007369635,0.000336552,0.0005711284,0.0004015172],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004139926,"about_ca_system_score_gemma":0.0003880743,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002583958,"about_ca_topic_score_gemma":0.004840048,"domain_scores_codex":[0.9997256,0.00004622805,0.00003432475,0.0000519415,0.00006476781,0.00007718173],"domain_scores_gemma":[0.9988888,0.0004517518,0.0001795323,0.000061074,0.0001519444,0.0002668452],"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":[0.007511745,0.0003618622,0.002231283,0.000178794,0.00003958396,0.0002704005,0.0001332499,0.001612051,0.9845437,0.00009437521,0.00006329844,0.002959617],"study_design_scores_gemma":[0.00003479089,0.0008983524,0.01037577,0.000007479615,0.00005050698,0.0000511351,0.0001171419,0.001210645,0.9866548,0.00002670539,0.0005525256,0.0000202473],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989837,0.0002512331,0.0001356372,0.00001088489,0.00001163472,0.000005522898,0.00006631983,0.00001168529,0.0005232171],"genre_scores_gemma":[0.9983317,0.0001401458,0.0001926632,0.00002309033,0.000004644978,0.000004373414,0.00006278709,0.00000890242,0.001231789],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003116313,"threshold_uncertainty_score":0.01042509,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2121549617","doi":"10.1617/s11527-010-9670-0","title":"Effect of drying conditions on autogenous shrinkage in ultra-high performance concrete at early-age","year":2010,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":186,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Shrinkage; Materials science; Composite material; Curing (chemistry); Relative humidity; Superabsorbent polymer; Solid mechanics; Polymer","authors":[{"name":"Ahmed Soliman","is_ca":true},{"name":"Moncef L. Nehdi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004702305477483886,"gpt":0.2032560853716254,"spread":0.1985537798941416,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004240751,0.0002355384,0.0003904996,0.0002680483,0.0003002019,0.000416811,0.0002214882,0.00029973,0.001938371],"category_scores_gemma":[0.0008415984,0.0002831365,0.000289387,0.0002146426,0.0004245065,0.0005050094,0.0002228626,0.0004885589,0.0003045369],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000344561,"about_ca_system_score_gemma":0.0003100419,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001848813,"about_ca_topic_score_gemma":0.004023187,"domain_scores_codex":[0.9998274,0.00002834184,0.00001716112,0.00003934147,0.00003775668,0.00004998876],"domain_scores_gemma":[0.9992598,0.0003252698,0.0001189543,0.00003847422,0.0001352326,0.0001222489],"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":[0.002335664,0.0001590741,0.005414263,0.00007343957,0.00002024872,0.0001856547,0.0001842044,0.0005980298,0.9874125,0.00006329716,0.00005024515,0.003503321],"study_design_scores_gemma":[0.00002327089,0.00101304,0.06875903,0.000009886563,0.00005164645,0.0001547283,0.0002332109,0.00104765,0.9280747,0.00004304807,0.0005674751,0.00002233449],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990138,0.0003440933,0.0002153098,0.000005912051,0.000005740204,0.000003943221,0.00005437492,0.000007140026,0.0003495978],"genre_scores_gemma":[0.9990168,0.0001417428,0.0002278074,0.00001210588,0.000003987869,0.000003296228,0.00008349436,0.00001231278,0.0004985055],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001938371,"threshold_uncertainty_score":0.006484509,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4281939533","doi":"10.1617/s11527-022-01947-3","title":"Report of RILEM TC 267-TRM phase 3: validation of the R3 reactivity test across a wide range of materials","year":2022,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":184,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Engineering and Physical Sciences Research Council","keywords":"Cementitious; Ground granulated blast-furnace slag; Materials science; Portland cement; Reactivity (psychology); Compressive strength; Mortar; Composite material; Fly ash; Solid mechanics; Cement","authors":[{"name":"Diana Londoño-Zuluaga","is_ca":false},{"name":"Asghar Gholizadeh‐Vayghan","is_ca":false},{"name":"Frank Winnefeld","is_ca":false},{"name":"François Avet","is_ca":false},{"name":"Mohsen Ben Haha","is_ca":false},{"name":"Susan A. Bernal","is_ca":false},{"name":"Özlem Çizer","is_ca":false},{"name":"Martin Cyr","is_ca":false},{"name":"Matej Dolenec","is_ca":false},{"name":"Pawel Durdzinski","is_ca":false},{"name":"Johannes Haufe","is_ca":false},{"name":"R.D. Hooton","is_ca":true},{"name":"Siham Kamali-Bernard","is_ca":false},{"name":"Xuerun Li","is_ca":false},{"name":"Alastair Marsh","is_ca":false},{"name":"Milena Marroccoli","is_ca":false},{"name":"Maruša Mrak","is_ca":false},{"name":"Yeakleang Muy","is_ca":false},{"name":"Cédric Patapy","is_ca":false},{"name":"Malene Thostrup Pedersen","is_ca":false},{"name":"Serge Sabio","is_ca":false},{"name":"Simone Schulze","is_ca":false},{"name":"Ruben Snellings","is_ca":false},{"name":"Antonio Telesca","is_ca":false},{"name":"Anya Vollpracht","is_ca":false},{"name":"Guang Ye","is_ca":false},{"name":"Shizhe Zhang","is_ca":false},{"name":"Karen Scrivener","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.016282451704504,"gpt":0.2841327930554975,"spread":0.2678503413509935,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.01312359,0.001312026,0.0006013403,0.001767735,0.001764793,0.0008378034,0.001928661,0.001592544,0.001786391],"category_scores_gemma":[0.006842504,0.0004073366,0.001219216,0.000668716,0.0009556477,0.0005357269,0.0008914906,0.0009814888,0.002129833],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001015789,"about_ca_system_score_gemma":0.002562955,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007799801,"about_ca_topic_score_gemma":0.006720223,"domain_scores_codex":[0.9911435,0.002757931,0.0005805484,0.0007984117,0.004316564,0.0004030085],"domain_scores_gemma":[0.9908022,0.001879725,0.001034669,0.0009625151,0.004965644,0.0003551399],"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":[0.001972401,0.00452548,0.02761929,0.0005824685,0.0002497095,0.001221791,0.001176025,0.007517308,0.8967804,0.001637343,0.006740676,0.04997705],"study_design_scores_gemma":[0.0001417643,0.01264353,0.01785599,0.0000420558,0.0001415864,0.0007727484,0.0003033347,0.003487316,0.9437268,0.0002092501,0.02058544,0.00009010797],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8986642,0.001002872,0.0726418,0.000408403,0.0001810217,0.004275242,0.004437295,0.0007066801,0.01768254],"genre_scores_gemma":[0.9073395,0.0007383088,0.06528697,0.0002802796,0.00009677137,0.001990514,0.01140516,0.0003848299,0.01247757],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01312359,"threshold_uncertainty_score":0.06940502,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2075250815","doi":"10.1007/bf02481655","title":"Non-destructive evaluation of concrete moisture by GPR: Experimental study and direct modeling","year":2005,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":179,"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":"Ground-penetrating radar; Radar; Moisture; Water content; Waveform; Geotechnical engineering; Materials science; Dielectric; Transmitter; Saturation (graph theory); Solid mechanics; Acoustics; Remote sensing; Geology; Engineering; Composite material; Telecommunications; Physics","authors":[{"name":"Stéphane Laurens","is_ca":false},{"name":"Jean-Paul Balayssac","is_ca":false},{"name":"J. Rhazi","is_ca":true},{"name":"Gilles Klysz","is_ca":false},{"name":"G. Arliguie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01654731821215974,"gpt":0.2920474090245981,"spread":0.2755000908124383,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005904827,0.0005384989,0.0004468351,0.0002597282,0.0002519077,0.0002868125,0.000469843,0.0005679938,0.0005818288],"category_scores_gemma":[0.001058587,0.0002720104,0.0002378697,0.0002690876,0.0008332601,0.0007150017,0.0004656545,0.0003345352,0.0001927197],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002026331,"about_ca_system_score_gemma":0.0001811153,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004544805,"about_ca_topic_score_gemma":0.0004814021,"domain_scores_codex":[0.9995461,0.0001311082,0.00001874205,0.00008490644,0.0001740395,0.00004509506],"domain_scores_gemma":[0.9990782,0.0004976779,0.00008586412,0.0001621541,0.0001410846,0.00003499272],"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":[0.0008405464,0.0004624904,0.005157132,0.0001051576,0.00001952881,0.0001310936,0.0003141441,0.005220755,0.9694966,0.000541788,0.0001046911,0.01760608],"study_design_scores_gemma":[0.00009541702,0.002113863,0.01505891,0.00001105396,0.00007390404,0.0007460746,0.0002928603,0.06372815,0.9167577,0.000491733,0.0005919751,0.00003834625],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.972091,0.0001072494,0.02689374,0.00001642941,0.000008733911,0.00002833752,0.00006421103,0.00006280043,0.0007274787],"genre_scores_gemma":[0.9943855,0.00009508745,0.005165198,0.000007107903,0.000003604539,0.00001279119,0.00003610744,0.000009847963,0.0002848488],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0005904827,"threshold_uncertainty_score":0.003122866,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2201134347","doi":"10.1617/s11527-015-0747-7","title":"Chloride transport and the resulting corrosion of steel bars in alkali activated slag concretes","year":2015,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":166,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; China Scholarship Council; Queen's University; Chalmers Tekniska Högskola; Queen's University Belfast","keywords":"Corrosion; Chloride; Materials science; Portland cement; Carbonation; Alkali metal; Metallurgy; Slag (welding); Cement; Composite material; Chemistry","authors":[{"name":"Qianmin Ma","is_ca":false},{"name":"Sreejith Nanukuttan","is_ca":false},{"name":"Muhammed Basheer","is_ca":false},{"name":"Yun Bai","is_ca":false},{"name":"Changhui Yang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01616970739057012,"gpt":0.2335034695686426,"spread":0.2173337621780724,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002080526,0.0003135549,0.0002827201,0.0002905961,0.0001363562,0.0003242067,0.0002224923,0.0003264887,0.0003699832],"category_scores_gemma":[0.0002781988,0.0001597706,0.0002753886,0.0001667311,0.0002221949,0.0002213942,0.0001935039,0.0002653158,0.0001493865],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004097803,"about_ca_system_score_gemma":0.0002432818,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004130815,"about_ca_topic_score_gemma":0.004982865,"domain_scores_codex":[0.9997485,0.00004775474,0.00002085069,0.00004020885,0.0001099522,0.00003259104],"domain_scores_gemma":[0.9998001,0.00002864193,0.00008023221,0.000007819381,0.00006008788,0.0000231229],"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":[0.0001993393,0.00001022002,0.001090328,0.00004220759,0.000007198913,0.00007445591,0.00003690837,0.0004033798,0.9974922,0.00002196949,0.000007833403,0.0006139239],"study_design_scores_gemma":[0.000007676097,0.001116618,0.01018279,0.000007123318,0.00002454627,0.000114044,0.00009802276,0.003860857,0.9842483,0.00002529967,0.0003021007,0.000012546],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993495,0.0002367259,0.0002151695,0.00001074126,0.000002113346,0.000002756901,0.00002493199,0.000009356962,0.0001487201],"genre_scores_gemma":[0.9988213,0.0001937338,0.0002975762,0.000004344142,0.000001681595,0.000002164279,0.0000373449,0.000002899023,0.000638902],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004130815,"threshold_uncertainty_score":0.00821352,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2047142751","doi":"10.1617/s11527-010-9701-x","title":"Compressive strength, abrasion resistance and energy absorption capacity of rubberized concretes with and without slag","year":2010,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":153,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Compressive strength; Materials science; Aggregate (composite); Composite material; Abrasion (mechanical); Cement; Absorption of water; Ground granulated blast-furnace slag; Slag (welding); Portland cement; Solid mechanics; Natural rubber","authors":[{"name":"Erdoğan Özbay","is_ca":true},{"name":"Mohamed Lachemi","is_ca":true},{"name":"Umur Korkut Sevim","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006104517428453774,"gpt":0.1941722831604761,"spread":0.1880677657320223,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005502661,0.0003805513,0.000354361,0.0009459827,0.0002644017,0.000208321,0.0004833174,0.0004889451,0.002426664],"category_scores_gemma":[0.001049804,0.0003253961,0.0004115172,0.0005284187,0.0007254799,0.0003847127,0.0002863478,0.0005608059,0.0003961833],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003757745,"about_ca_system_score_gemma":0.000559009,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004100225,"about_ca_topic_score_gemma":0.005063913,"domain_scores_codex":[0.9994594,0.00006186626,0.00004808867,0.00007895206,0.0002368855,0.0001147437],"domain_scores_gemma":[0.9988189,0.0003850564,0.0002607778,0.00007877064,0.0002808875,0.000175589],"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":[0.002405887,0.0001849809,0.005993418,0.0001450115,0.0000659452,0.0001957508,0.0001537884,0.006292637,0.9791086,0.0003055857,0.0001348792,0.005013515],"study_design_scores_gemma":[0.0000547431,0.002497096,0.08451987,0.00002020585,0.0001129909,0.0002886489,0.0002494696,0.01228415,0.8988283,0.0001912961,0.0008884704,0.00006470041],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990194,0.0001795169,0.0001894526,0.000008585543,0.000004999881,0.000004842784,0.0001824996,0.00001187183,0.0003988555],"genre_scores_gemma":[0.9990508,0.00006230388,0.0001375615,0.000004450346,0.000002753864,0.00000418933,0.000176693,0.000003372394,0.0005578864],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004100225,"threshold_uncertainty_score":0.008152723,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1993885670","doi":"10.1617/s11527-006-9212-y","title":"Using pore parameters to estimate permeability or conductivity of concrete","year":2007,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":149,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; Concordia University","funders":"","keywords":"Permeability (electromagnetism); Porosity; Materials science; Conductivity; Solid mechanics; Exponential function; Pore water pressure; Inverse; Thermodynamics; Mineralogy; Geotechnical engineering; Composite material; Geology; Mathematics; Chemistry; Physics; Mathematical analysis; Geometry","authors":[{"name":"Michelle Nokken","is_ca":true},{"name":"R.D. Hooton","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04946743772074867,"gpt":0.3361340260146091,"spread":0.2866665882938604,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004742621,0.0005690318,0.0004501669,0.0009247018,0.0002218549,0.0006250943,0.0004382899,0.001005756,0.0003913888],"category_scores_gemma":[0.003835217,0.0003679475,0.0002807924,0.0004898347,0.0003999271,0.001770093,0.0003807923,0.0005095284,0.0003348588],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002112745,"about_ca_system_score_gemma":0.0003230485,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001738817,"about_ca_topic_score_gemma":0.002462902,"domain_scores_codex":[0.9996649,0.00007411045,0.00002239155,0.0001009097,0.0001103007,0.000027329],"domain_scores_gemma":[0.9982793,0.0009835626,0.0002550905,0.0001653235,0.0002614206,0.00005516082],"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":[0.0006854027,0.0003726969,0.06647632,0.0002925613,0.0002055764,0.0002444628,0.0002858805,0.1361595,0.6200064,0.001565013,0.0004621265,0.173244],"study_design_scores_gemma":[0.00005091823,0.0001955113,0.02698813,0.00002352147,0.0001307068,0.0003934646,0.00009613195,0.6912686,0.2780079,0.002063964,0.0006842873,0.00009677771],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6910434,0.0001967049,0.3059091,0.00004482968,0.00002060653,0.00002900105,0.0002339993,0.001030201,0.001492089],"genre_scores_gemma":[0.9612118,0.00008134197,0.03813262,0.00001089504,0.000007034061,0.00001781107,0.0001849193,0.00004352847,0.0003100593],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001738817,"threshold_uncertainty_score":0.003457427,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2083241895","doi":"10.1617/s11527-014-0431-3","title":"Determination of particle size, surface area, and shape of supplementary cementitious materials by different techniques","year":2014,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":149,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Cementitious; Silica fume; Materials science; Fineness; Portland cement; Fly ash; Ground granulated blast-furnace slag; Particle-size distribution; Cement; Particle size; Specific surface area; Composite material; Mineralogy; Geology; Engineering; Chemical engineering","authors":[{"name":"Eleni Arvaniti","is_ca":false},{"name":"Maria Juenger","is_ca":false},{"name":"Susan A. Bernal","is_ca":false},{"name":"Josée Duchesne","is_ca":true},{"name":"Luc Courard","is_ca":false},{"name":"Sophie Leroy","is_ca":false},{"name":"John L. Provis","is_ca":false},{"name":"Agnieszka J. Klemm","is_ca":false},{"name":"Nele De Belie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007318144459740123,"gpt":0.2294782317748569,"spread":0.2221600873151168,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004049381,0.0003265291,0.0002338569,0.0007239159,0.0001874897,0.0002095907,0.0003203957,0.0003759522,0.0006885148],"category_scores_gemma":[0.0009624116,0.0002484489,0.0003596855,0.0003707722,0.0003883781,0.0003603531,0.0001924235,0.0005062111,0.0003130136],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001569331,"about_ca_system_score_gemma":0.0001652246,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009273753,"about_ca_topic_score_gemma":0.001669982,"domain_scores_codex":[0.9997026,0.00003041723,0.00001962482,0.00009139745,0.000128954,0.00002687941],"domain_scores_gemma":[0.999248,0.0003632563,0.0001073352,0.00008439214,0.000156833,0.00004020274],"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":[0.00008211988,0.00001230085,0.00151845,0.00003425264,0.000007840077,0.00001996493,0.00004462682,0.000100048,0.9928778,0.00006802006,0.00002141994,0.005213166],"study_design_scores_gemma":[0.000006346529,0.0001135864,0.01850866,0.000002358277,0.00003273052,0.0001230347,0.00003892535,0.002043567,0.9784847,0.00006266196,0.0005737594,0.000009772111],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9412884,0.00102971,0.05488424,0.00004476368,0.00003749946,0.00005453715,0.000375988,0.0001504524,0.002134419],"genre_scores_gemma":[0.9585504,0.0007012599,0.03835469,0.00003724741,0.00001963743,0.00007054552,0.0005285979,0.00007634143,0.001661342],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009273753,"threshold_uncertainty_score":0.002303362,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2053713583","doi":"10.1007/bf02482109","title":"Active and non-active porosity in concrete Part I: Experimental evidence","year":2002,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Hygrothermal properties of building materials","field":"Engineering","cited_by":147,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Porosity; Materials science; Capillary action; Moisture; Solid mechanics; Composite material; Geotechnical engineering; Geology","authors":[{"name":"İsmȧil Özgür Yaman","is_ca":false},{"name":"Nataliya Hearn","is_ca":true},{"name":"H Aktan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02246243756029087,"gpt":0.2267584151063654,"spread":0.2042959775460745,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007621054,0.0003967454,0.000342289,0.0006008684,0.0005537632,0.0005010816,0.0007751372,0.0007416642,0.004199533],"category_scores_gemma":[0.002008185,0.0003025462,0.0002637164,0.0003303511,0.003072323,0.001659075,0.0008768264,0.0006503596,0.0004565798],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003433453,"about_ca_system_score_gemma":0.0002580915,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001213739,"about_ca_topic_score_gemma":0.001173007,"domain_scores_codex":[0.9994011,0.0001049623,0.00003749863,0.0001385217,0.0002201944,0.00009778002],"domain_scores_gemma":[0.9955117,0.002826816,0.0004773101,0.0005880819,0.0003683548,0.0002276833],"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":[0.008992229,0.001905929,0.02937354,0.0006645689,0.0001018721,0.0003729547,0.0008843514,0.004866851,0.9147515,0.01039986,0.0001618577,0.02752455],"study_design_scores_gemma":[0.000278645,0.005468314,0.1563424,0.0001127313,0.0002075328,0.0009542549,0.001452963,0.005572709,0.8209747,0.00561436,0.002963315,0.00005806112],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9959032,0.0004921197,0.001357772,0.00001382939,0.000004014813,0.000008550156,0.0000666504,0.00000735973,0.002146473],"genre_scores_gemma":[0.9988668,0.0002802326,0.0003396959,0.000003605949,0.000004531257,0.000004845935,0.0000572385,0.000004549509,0.000438452],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004199533,"threshold_uncertainty_score":0.01404881,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1998945205","doi":"10.1617/s11527-014-0251-5","title":"Performance of blended ash geopolymer concrete at elevated temperatures","year":2014,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hydro-Québec","funders":"","keywords":"Materials science; Geopolymer; Portland cement; Fly ash; Compressive strength; Composite material; Thermogravimetry; Metakaolin; Fourier transform infrared spectroscopy; Pozzolan; Geopolymer cement; Cement; Chemical engineering","authors":[{"name":"Mohd Warid Hussin","is_ca":false},{"name":"Muhammad Aamer Rafique Bhutta","is_ca":false},{"name":"Jahangir Mirza","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006140219539769022,"gpt":0.2092859983691077,"spread":0.2031457788293387,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002902829,0.0004120431,0.0003967787,0.0003739733,0.000371933,0.000387962,0.0002705635,0.0004266493,0.002331396],"category_scores_gemma":[0.0005039095,0.0002294787,0.0003126441,0.0003052602,0.0004492987,0.0003483405,0.0002803384,0.0004147484,0.0006284525],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005612618,"about_ca_system_score_gemma":0.0006138658,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006629114,"about_ca_topic_score_gemma":0.009261816,"domain_scores_codex":[0.999656,0.000027106,0.00001944482,0.0000489466,0.0001527754,0.00009578307],"domain_scores_gemma":[0.9996355,0.00007909863,0.00006037579,0.00003109359,0.0001191703,0.00007473225],"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":[0.001586463,0.00007273028,0.001749777,0.0000575413,0.00001665641,0.00009695007,0.000098891,0.005507926,0.9884275,0.00009216248,0.00005895986,0.00223454],"study_design_scores_gemma":[0.00001575265,0.0006900631,0.007247206,0.000006482336,0.00002092398,0.0000351149,0.00006769103,0.004049904,0.9875569,0.00002342326,0.0002753196,0.0000110586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992127,0.00007975638,0.0001371365,0.000006564796,0.00000513959,0.000003279449,0.00008723153,0.00002019434,0.000447902],"genre_scores_gemma":[0.9989612,0.000046079,0.00007129767,0.000002284783,0.000001099287,0.000001476091,0.00006752808,0.000007645779,0.0008413941],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006629114,"threshold_uncertainty_score":0.01318103,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2136789681","doi":"10.1617/s11527-010-9605-9","title":"Mechanical properties of calcium silicate hydrates","year":2010,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"","keywords":"Calcium silicate hydrate; Calcium silicate; Portland cement; Materials science; Silicate; Hydrate; Cement; Dynamic modulus; Mineralogy; Dynamic mechanical analysis; Calcium; Chemical engineering; Porosity; Composite material; Chemistry; Metallurgy; Organic chemistry","authors":[{"name":"Rouhollah Alizadeh","is_ca":true},{"name":"J.J. Beaudoin","is_ca":true},{"name":"Laïla Raki","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01843014524113053,"gpt":0.2359354189111794,"spread":0.2175052736700489,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002193287,0.0001999132,0.000154233,0.0003843695,0.0001628684,0.0001995456,0.0001775754,0.0001944298,0.002426654],"category_scores_gemma":[0.0004496826,0.0001692519,0.0001375827,0.0001987646,0.0003964406,0.0001870057,0.0001757571,0.0001671938,0.0002645643],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000187926,"about_ca_system_score_gemma":0.0001600439,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001390339,"about_ca_topic_score_gemma":0.001256084,"domain_scores_codex":[0.999854,0.00001379944,0.00000901257,0.00001882517,0.00007669684,0.00002771504],"domain_scores_gemma":[0.9997863,0.00006052558,0.00005162094,0.00001471378,0.00005657391,0.00003023502],"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":[0.0005190042,0.00002703576,0.001925511,0.00008663804,0.00001432384,0.00006554087,0.00007045759,0.001968495,0.9917058,0.0003802916,0.0001393469,0.003097588],"study_design_scores_gemma":[0.00002751382,0.0004944854,0.01799221,0.000006871413,0.00001522553,0.0000792078,0.00010646,0.004949898,0.9743118,0.0001206354,0.001879813,0.00001596212],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985471,0.0002815917,0.0001385863,0.00001761031,0.000005822637,0.000003353463,0.00008861243,0.000008424031,0.0009088189],"genre_scores_gemma":[0.9985369,0.00009306773,0.00007482732,0.000006593517,0.000004467792,0.000002213558,0.00009887198,0.000003756206,0.00117925],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002426654,"threshold_uncertainty_score":0.008117974,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2066341820","doi":"10.1007/s11527-005-9022-7","title":"Modelling steel corrosion in concrete structures","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":142,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University","funders":"","keywords":"Corrosion; Materials science; Solid mechanics; Cathodic protection; Overpotential; Chloride; Metallurgy; Boundary value problem; Anode; Mechanics; Composite material; Electrochemistry; Mathematics; Mathematical analysis; Electrode; Chemistry; Physics","authors":[{"name":"O. Burkan Isgor","is_ca":true},{"name":"A. Ghani Razaqpur","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00961715553125997,"gpt":0.1996158811955199,"spread":0.18999872566426,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004572745,0.001025426,0.00138312,0.0006625992,0.0005444898,0.001149719,0.001648092,0.003497211,0.002735369],"category_scores_gemma":[0.002429983,0.001362783,0.001152023,0.0005798189,0.001190132,0.000878083,0.0007467477,0.001132638,0.0003237657],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001407602,"about_ca_system_score_gemma":0.001162371,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04204611,"about_ca_topic_score_gemma":0.02214703,"domain_scores_codex":[0.9997603,0.00005913855,0.00001298519,0.0000436757,0.00006469173,0.00005909773],"domain_scores_gemma":[0.999047,0.0005818437,0.0001054314,0.00004423403,0.000155336,0.00006618395],"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":[0.00001283297,0.0000175535,0.000265024,0.0000189838,0.000006826352,0.00002764783,0.00001363862,0.9975111,0.0005904339,0.0007715945,0.00006701559,0.0006972624],"study_design_scores_gemma":[0.000006488933,0.000009157952,0.0001352498,0.000001902431,0.000003781887,0.00000710373,0.000006899211,0.9991977,0.0001938948,0.0003268755,0.0001081436,0.000002906831],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8392646,0.001456552,0.1271698,0.0006031195,0.0002044711,0.0001098991,0.0004431105,0.0004742014,0.03027415],"genre_scores_gemma":[0.9803216,0.0003674398,0.01128952,0.00004551728,0.00003696155,0.00004197878,0.0001650484,0.0001005814,0.007631286],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04204611,"threshold_uncertainty_score":0.08360273,"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002942917,0.0002652827,0.0002617901,0.0005417265,0.0003177232,0.0005888484,0.0002029095,0.0002803462,0.002557012],"category_scores_gemma":[0.001731136,0.0002019314,0.0003068349,0.0004127597,0.0003527921,0.0004164284,0.00033773,0.0002969299,0.0003053181],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002717874,"about_ca_system_score_gemma":0.0002359551,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001850371,"about_ca_topic_score_gemma":0.00241645,"domain_scores_codex":[0.9997465,0.00004452865,0.00001425067,0.00004767392,0.00007388424,0.00007307948],"domain_scores_gemma":[0.9979096,0.001165391,0.0003429458,0.0001272719,0.0002352458,0.0002194519],"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":[0.002348563,0.0002115695,0.02830775,0.00005472949,0.0000488718,0.0004001268,0.0002624894,0.02859245,0.9304174,0.0003806474,0.00005791501,0.008917392],"study_design_scores_gemma":[0.0000413004,0.001620128,0.2150808,0.000009633041,0.0001287685,0.0002634786,0.0007535377,0.04421062,0.7366822,0.0006352447,0.0005252069,0.00004904689],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993817,0.0000235052,0.0002519011,0.00000239186,9.789036e-7,9.188444e-7,0.00001318804,0.000004231383,0.0003211796],"genre_scores_gemma":[0.9998075,0.000009568954,0.00003332918,6.55584e-7,5.247938e-7,4.326943e-7,0.00001390048,0.000003759179,0.0001303444],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002557012,"threshold_uncertainty_score":0.008554041,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2067941349","doi":"10.1617/s11527-013-0093-6","title":"In situ assessment of structural timber using non-destructive techniques","year":2013,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":131,"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":"Nondestructive testing; Ground-penetrating radar; Identification (biology); Forensic engineering; Engineering; Visual inspection; Construction engineering; Solid mechanics; Concrete cover; Civil engineering; Computer science; Radar; Structural engineering; Reinforced concrete; Artificial intelligence; Materials science","authors":[{"name":"Mariapaola Riggio","is_ca":false},{"name":"Ronald W. Anthony","is_ca":false},{"name":"Francesco Augelli","is_ca":false},{"name":"Bohumil Kasal","is_ca":false},{"name":"Thomas Lechner","is_ca":false},{"name":"Wayne Muller","is_ca":false},{"name":"Thomas Tannert","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009355665801729283,"gpt":0.2969831037626927,"spread":0.2876274379609634,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002524061,0.0004391835,0.0002842921,0.0006688308,0.0002767781,0.0004689459,0.0004794371,0.0004766351,0.0009746342],"category_scores_gemma":[0.0003165024,0.0003039301,0.0001270101,0.0003899833,0.0003628254,0.0007610509,0.0003759775,0.0003108173,0.0003449755],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001418638,"about_ca_system_score_gemma":0.0001901073,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000732525,"about_ca_topic_score_gemma":0.004891986,"domain_scores_codex":[0.9997681,0.00002707054,0.000008265471,0.00004243866,0.0001341607,0.00002004464],"domain_scores_gemma":[0.9997024,0.0001256829,0.00003726107,0.00002689723,0.00009429546,0.00001347409],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00008390519,0.00007500182,0.00650872,0.0001399129,0.00001590344,0.0001095904,0.0001981602,0.002907154,0.9636803,0.0002631882,0.0001280161,0.02589023],"study_design_scores_gemma":[0.00002243879,0.0003753314,0.09076545,0.00004636244,0.0001350551,0.00158416,0.001100959,0.08633632,0.814149,0.00151554,0.003906623,0.00006270756],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8294787,0.0006854208,0.1626787,0.0000439586,0.00002979336,0.00006145543,0.0003408185,0.0002123179,0.006468873],"genre_scores_gemma":[0.9334307,0.0005418997,0.06263718,0.0000362188,0.00002454635,0.0000459191,0.0002153247,0.00003827694,0.003030027],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009746342,"threshold_uncertainty_score":0.003260434,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2078437372","doi":"10.1007/bf02481066","title":"Applicability of rheological models to high-performance grouts containing supplementary cementitious materials and viscosity enhancing admixture","year":2003,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":122,"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":"Rheology; Cementitious; Water reducer; Shear thinning; Grout; Materials science; Silica fume; Cement; Viscosity; Composite material; Thixotropy; Shear rate; Geotechnical engineering; Geology","authors":[{"name":"Ammar Yahia","is_ca":false},{"name":"Kamal H. Khayat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00965606478295964,"gpt":0.2038285083535785,"spread":0.1941724435706189,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003740138,0.0008848328,0.0006302209,0.0005302252,0.0003298341,0.0007346201,0.001006279,0.001303115,0.001670879],"category_scores_gemma":[0.001500189,0.0003436039,0.000779104,0.0003217698,0.0005268428,0.0012437,0.0003648433,0.0007853328,0.0004554262],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003993631,"about_ca_system_score_gemma":0.0004027214,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001870177,"about_ca_topic_score_gemma":0.001235946,"domain_scores_codex":[0.9998765,0.00003391283,0.000005716724,0.00003017314,0.00002969147,0.00002402788],"domain_scores_gemma":[0.999726,0.0001328472,0.00004880273,0.00003799094,0.00003891075,0.00001560147],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001700341,0.000353599,0.0007363257,0.0001766617,0.00003763666,0.0002672018,0.00009185362,0.8626909,0.09616704,0.02420786,0.0005389529,0.01456198],"study_design_scores_gemma":[0.00001056653,0.00004340519,0.0001610898,0.000005228538,0.000008157165,0.00001854029,0.000007364621,0.9912627,0.00631587,0.001867151,0.0002923388,0.000007708877],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5833086,0.001698943,0.3882647,0.0007541856,0.0001820243,0.0002138971,0.0002051304,0.0004150647,0.02495734],"genre_scores_gemma":[0.9810987,0.0008617483,0.01328789,0.00007132017,0.00003900055,0.0001015684,0.00007247909,0.00005664776,0.004410597],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001870177,"threshold_uncertainty_score":0.005589604,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2044187751","doi":"10.1617/s11527-006-9105-0","title":"Permeability of ultra high performance fiber reinforced concretes (UHPFRC) under high stresses","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Division of Electrical, Communications and Cyber Systems; Fonds Québécois de la Recherche sur la Nature et les Technologies; École Polytechnique Fédérale de Lausanne","keywords":"Materials science; Ultimate tensile strength; Solid mechanics; Cracking; Composite material; Fiber-reinforced concrete; Tensile strain; Structural engineering; Composite number; Permeability (electromagnetism); Hardening (computing); Reinforced concrete; Engineering","authors":[{"name":"Jean‐Philippe Charron","is_ca":true},{"name":"Emmanuel Denarié","is_ca":false},{"name":"Eugen Brühwiler","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006257440921137046,"gpt":0.1950751615512495,"spread":0.1888177206301125,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002867663,0.0001578885,0.000265313,0.0003914208,0.0005001117,0.0004443787,0.0001893296,0.0003550356,0.001378285],"category_scores_gemma":[0.0008429057,0.0002389843,0.0001231385,0.0002346964,0.0008502084,0.0004747932,0.0002687454,0.0003930454,0.0001148216],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003631559,"about_ca_system_score_gemma":0.0002707506,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001625457,"about_ca_topic_score_gemma":0.001398364,"domain_scores_codex":[0.9998236,0.00004044879,0.000004730221,0.00002681418,0.00005789349,0.00004639839],"domain_scores_gemma":[0.9995577,0.0001957477,0.0001055373,0.00002159743,0.00006181201,0.00005756081],"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":[0.001298844,0.00008615229,0.004072032,0.00008359042,0.00001813253,0.0006131,0.0003947752,0.01219953,0.9759337,0.002305001,0.000244764,0.002750393],"study_design_scores_gemma":[0.00005261473,0.0005758252,0.03916382,0.00002329609,0.00004099942,0.0006125017,0.0007003359,0.07459138,0.8814572,0.001387754,0.001346005,0.00004823495],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979494,0.0001280608,0.0006680228,0.00004428474,0.000008553884,0.000003618083,0.00004295246,0.0000225908,0.001132496],"genre_scores_gemma":[0.9996165,0.00002482851,0.00007953971,0.000003149108,0.000001989884,0.000001244454,0.0000158105,0.000003092823,0.0002538277],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001625457,"threshold_uncertainty_score":0.004610837,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1965206844","doi":"10.1617/s11527-013-0095-4","title":"In situ assessment of structural timber using stress-wave measurements","year":2013,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":118,"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":"Solid mechanics; Stress wave; Nondestructive testing; Stress (linguistics); Engineering; Ultrasonic testing; Ultrasonic sensor; Stress test; Stress field; Field (mathematics); Forensic engineering; Structural engineering; Computer science; Acoustics; Materials science; Finite element method; Mathematics; Composite material; Physics","authors":[{"name":"Ulrike Dackermann","is_ca":false},{"name":"Keith Crews","is_ca":false},{"name":"Bohumil Kasal","is_ca":false},{"name":"Jianchun Li","is_ca":false},{"name":"Mariapaola Riggio","is_ca":false},{"name":"Frank Rinn","is_ca":false},{"name":"Thomas Tannert","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03780441628973451,"gpt":0.2534265491294909,"spread":0.2156221328397563,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001549301,0.0004049329,0.0002065963,0.0004429707,0.0002555,0.0003197515,0.0002915282,0.0005395053,0.001308566],"category_scores_gemma":[0.0002270202,0.0002574143,0.0001243905,0.0003487741,0.0002470807,0.0005620125,0.0002553056,0.0003058565,0.0003549476],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001211883,"about_ca_system_score_gemma":0.0001177437,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005750382,"about_ca_topic_score_gemma":0.003063835,"domain_scores_codex":[0.9998568,0.00001534863,0.000006205886,0.00003127235,0.00007196623,0.00001830092],"domain_scores_gemma":[0.9998218,0.00005650086,0.00002606445,0.00001755356,0.00006292202,0.00001505769],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0001129793,0.00009632482,0.006630362,0.00005391011,0.000008942106,0.00006603655,0.0001517667,0.001618625,0.977841,0.0000844601,0.0000987805,0.01323689],"study_design_scores_gemma":[0.00003512594,0.0007354452,0.166798,0.00002550239,0.0000955281,0.000632398,0.0008275906,0.07151953,0.7567079,0.0005194736,0.002048706,0.0000548464],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9574467,0.0001149777,0.03948271,0.00002162351,0.00001440409,0.0000270559,0.0002369226,0.0001498535,0.002505699],"genre_scores_gemma":[0.989291,0.0001053261,0.009409998,0.00001399591,0.000009513838,0.00001782355,0.0001125891,0.0000187118,0.001020899],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001308566,"threshold_uncertainty_score":0.004377544,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1981448572","doi":"10.1617/s11527-006-9170-4","title":"Corrosion products that form on steel within cement paste","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":116,"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":"","keywords":"Corrosion; Materials science; Cement; Cementitious; Concrete cover; Metallurgy; Chloride; Composite material; Epoxy; Cathodic protection; Rust (programming language); Electrochemistry","authors":[{"name":"Tracy D. Marcotte","is_ca":false},{"name":"C.M. Hansson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0116554290690013,"gpt":0.196489994528854,"spread":0.1848345654598527,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002416004,0.0004120584,0.0004068449,0.0004292146,0.0004226221,0.0004593481,0.0003275952,0.0005691761,0.00320047],"category_scores_gemma":[0.000480556,0.0003429498,0.0004066797,0.0002846854,0.000630229,0.0004878469,0.000382762,0.0007290735,0.0006583868],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000287286,"about_ca_system_score_gemma":0.0001916121,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009522181,"about_ca_topic_score_gemma":0.00187131,"domain_scores_codex":[0.9995547,0.00004362035,0.00001091656,0.00005097446,0.0002411631,0.00009855192],"domain_scores_gemma":[0.9995869,0.0000804773,0.00008815888,0.00004680811,0.0001492935,0.0000483481],"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":[0.0001910067,0.00002473726,0.001141528,0.00007077568,0.00001710982,0.0005356734,0.0001497354,0.0001670507,0.9945911,0.0004557383,0.000167759,0.002487797],"study_design_scores_gemma":[0.000008303341,0.0002033568,0.01013779,0.000005469155,0.00001766467,0.0004955278,0.0001092064,0.000394171,0.9868032,0.0000886752,0.001730001,0.000006553698],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9838149,0.0007877741,0.004600532,0.0000602187,0.00003128392,0.00003704744,0.0001271741,0.00006260871,0.01047851],"genre_scores_gemma":[0.9910281,0.0002453396,0.001776619,0.00003795723,0.00001375849,0.000007206785,0.0002039034,0.00003307236,0.006654104],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00320047,"threshold_uncertainty_score":0.01070666,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2088123380","doi":"10.1007/bf02482126","title":"Pore water distribution in mortar during drying as determined by NMR","year":2001,"lang":"en","type":"article","venue":"Materials and Structures","topic":"NMR spectroscopy and applications","field":"Physics and Astronomy","cited_by":111,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"Wageningen University and Research; Stichting voor de Technische Wetenschappen","keywords":"Mortar; Materials science; Capillary action; Moisture; Relative humidity; Water content; Volume (thermodynamics); Composite material; Analytical Chemistry (journal); Chemistry; Chromatography; Thermodynamics; Geotechnical engineering","authors":[{"name":"R. M. E. Valckenborg","is_ca":false},{"name":"L. Pel","is_ca":false},{"name":"K. Z. Hazrati","is_ca":true},{"name":"K. Kopinga","is_ca":false},{"name":"J. Marchand","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003907814131942603,"gpt":0.2680857516840033,"spread":0.2641779375520608,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001623144,0.000167102,0.0001965073,0.0002235595,0.000236252,0.0003401181,0.000185286,0.0001979204,0.001234912],"category_scores_gemma":[0.0002836207,0.0001687473,0.0001427823,0.0001449736,0.0003948857,0.0005024516,0.0001091124,0.0005260344,0.0003460261],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002741348,"about_ca_system_score_gemma":0.0001548596,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001827753,"about_ca_topic_score_gemma":0.002128477,"domain_scores_codex":[0.9999173,0.000005483984,0.000002796466,0.00002782496,0.00002157072,0.00002505062],"domain_scores_gemma":[0.9998598,0.0000458832,0.00003574223,0.00001012141,0.00002956397,0.00001879473],"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":[0.0002159586,0.00001716879,0.0005782382,0.00001904277,0.000005328542,0.00004043014,0.00006656908,0.0001510884,0.9971918,0.0001031199,0.00004861755,0.001562628],"study_design_scores_gemma":[0.000007264924,0.0002935715,0.01989355,0.000005745669,0.00002005305,0.0001120889,0.00008532871,0.001674944,0.9765203,0.0001209589,0.001251789,0.00001445395],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9949279,0.0006994942,0.002250038,0.00003136596,0.00001804307,0.000008203864,0.0003374465,0.00004755948,0.001680083],"genre_scores_gemma":[0.9953193,0.0003980525,0.0007861059,0.00003429917,0.00001168614,0.000009056432,0.0004339095,0.00003767329,0.002970002],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001827753,"threshold_uncertainty_score":0.004131198,"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001253185,0.0009286968,0.0005676064,0.0008575222,0.0006077008,0.0003276971,0.001141117,0.001120463,0.001561479],"category_scores_gemma":[0.003133794,0.000530894,0.0005381592,0.0004761156,0.0008363034,0.0008887813,0.000589776,0.0004596311,0.0004461618],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005239047,"about_ca_system_score_gemma":0.0007228705,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005033577,"about_ca_topic_score_gemma":0.00649151,"domain_scores_codex":[0.9979895,0.0002134539,0.0001397777,0.0003314939,0.001045475,0.00028026],"domain_scores_gemma":[0.9965444,0.0009512893,0.0004028037,0.0003961292,0.001278993,0.0004263645],"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":[0.0009999541,0.0004370353,0.006827062,0.00009073916,0.000038139,0.0001905523,0.0004984566,0.008077231,0.973132,0.0001702377,0.00009235296,0.009446105],"study_design_scores_gemma":[0.00006169364,0.00359868,0.0152042,0.000009372739,0.00005370977,0.000142947,0.0001366438,0.01736515,0.9628077,0.00005480797,0.0005371425,0.0000279458],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984521,0.00004380134,0.001007098,0.000007476594,0.000007824165,0.00001562697,0.00004478488,0.00005964337,0.0003616267],"genre_scores_gemma":[0.9970576,0.00005118647,0.001398891,0.000006412287,0.000003210612,0.00001031771,0.0001427113,0.0000233209,0.001306328],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005033577,"threshold_uncertainty_score":0.01000857,"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000232236,0.0002338496,0.0002412342,0.0003558782,0.0001637244,0.0002542213,0.000140402,0.0002441669,0.001668545],"category_scores_gemma":[0.0003950856,0.0001505031,0.0002042004,0.000236064,0.0003671486,0.0002734332,0.0001662154,0.0006133553,0.000209519],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001293563,"about_ca_system_score_gemma":0.00009445145,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000484307,"about_ca_topic_score_gemma":0.0003602418,"domain_scores_codex":[0.9998336,0.00002371368,0.00001154719,0.00003074466,0.00005834218,0.00004203027],"domain_scores_gemma":[0.9997177,0.00006319756,0.00008123988,0.00002321151,0.00006143904,0.00005316999],"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":[0.0002311088,0.00004605874,0.002628168,0.00003652585,0.00001205693,0.00014562,0.0001370253,0.0003264464,0.9946271,0.00005303144,0.00004922511,0.001707616],"study_design_scores_gemma":[0.00002036225,0.0009499472,0.09366506,0.00001964776,0.0000341474,0.0001801295,0.0002692708,0.006483581,0.8972481,0.00007828712,0.001019051,0.00003242787],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985166,0.0001315287,0.0005931711,0.00001029839,0.000008923994,0.00001030746,0.0001158573,0.00002684187,0.0005863348],"genre_scores_gemma":[0.9992222,0.00005787146,0.0002195,0.000007588284,0.0000028176,0.000006105171,0.00008362614,0.000008905356,0.0003912871],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001668545,"threshold_uncertainty_score":0.005581856,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4220849461","doi":"10.1617/s11527-022-01928-6","title":"Report of RILEM TC 267-TRM phase 2: optimization and testing of the robustness of the R3 reactivity tests for supplementary cementitious materials","year":2022,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of New Brunswick; University of Toronto","funders":"Engineering and Physical Sciences Research Council; Javna Agencija za Raziskovalno Dejavnost RS; University of Leeds","keywords":"Robustness (evolution); Cementitious; Test method; Solid mechanics; Materials science; Environmental science; Process engineering; Computer science; Mathematics; Composite material; Chemistry; Engineering; Statistics; Cement","authors":[{"name":"François Avet","is_ca":false},{"name":"Xuerun Li","is_ca":false},{"name":"Mohsen Ben Haha","is_ca":false},{"name":"Susan A. Bernal","is_ca":false},{"name":"Shashank Bishnoi","is_ca":false},{"name":"Özlem Çizer","is_ca":false},{"name":"Martin Cyr","is_ca":false},{"name":"Matej Dolenec","is_ca":false},{"name":"Pawel Durdzinski","is_ca":false},{"name":"Johannes Haufe","is_ca":false},{"name":"R.D. Hooton","is_ca":true},{"name":"Maria Juenger","is_ca":false},{"name":"Siham Kamali-Bernard","is_ca":false},{"name":"Diana Londoño-Zuluaga","is_ca":false},{"name":"Alastair Marsh","is_ca":false},{"name":"Milena Marroccoli","is_ca":false},{"name":"Maruša Mrak","is_ca":false},{"name":"Anuj Parashar","is_ca":false},{"name":"Cédric Patapy","is_ca":false},{"name":"Malene Thostrup Pedersen","is_ca":false},{"name":"John L. Provis","is_ca":false},{"name":"Serge Sabio","is_ca":false},{"name":"Simone Schulze","is_ca":false},{"name":"Ruben Snellings","is_ca":false},{"name":"Antonio Telesca","is_ca":false},{"name":"M D Thomas","is_ca":true},{"name":"Felipe Vargas","is_ca":false},{"name":"Anya Vollpracht","is_ca":false},{"name":"Brant Walkley","is_ca":false},{"name":"Frank Winnefeld","is_ca":false},{"name":"Guang Ye","is_ca":false},{"name":"Shizhe Zhang","is_ca":false},{"name":"Karen Scrivener","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02132569891292589,"gpt":0.2697076075737785,"spread":0.2483819086608526,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.02122268,0.002555385,0.001314704,0.001962211,0.002151551,0.001698349,0.003111556,0.002667892,0.002708122],"category_scores_gemma":[0.01360634,0.0007847351,0.002054538,0.0008138112,0.001087282,0.0007629498,0.001525924,0.001410016,0.00280326],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002020165,"about_ca_system_score_gemma":0.005990841,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007232963,"about_ca_topic_score_gemma":0.005885188,"domain_scores_codex":[0.9805642,0.007408836,0.0009110634,0.001544882,0.008674868,0.0008961794],"domain_scores_gemma":[0.9846604,0.002885458,0.00151541,0.002160748,0.00812267,0.0006553571],"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":[0.005013335,0.005632035,0.01140092,0.0008005771,0.0005308019,0.0007277171,0.0008872328,0.02341414,0.8872749,0.001476931,0.007925048,0.05491635],"study_design_scores_gemma":[0.0004697481,0.01815427,0.01103652,0.00006434705,0.0003213403,0.0004329689,0.0002172552,0.007616912,0.9420875,0.0002344514,0.0192085,0.0001562467],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8265978,0.00175601,0.1311752,0.0008127093,0.0002699225,0.01195873,0.008301728,0.001443236,0.01768483],"genre_scores_gemma":[0.80554,0.0009845741,0.1452414,0.0005508179,0.000235171,0.006971483,0.0206474,0.001006141,0.01882298],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02122268,"threshold_uncertainty_score":0.1122376,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2070209994","doi":"10.1007/bf02482110","title":"Active and non-active porosity in concrete Part II: Evaluation of existing models","year":2002,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":99,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Materials science; Solid mechanics; Porosity; Composite material; Elastic modulus; Young's modulus; Elasticity (physics); Modulus","authors":[{"name":"İsmȧil Özgür Yaman","is_ca":false},{"name":"H Aktan","is_ca":false},{"name":"Nataliya Hearn","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.07377553357342577,"gpt":0.293259232880509,"spread":0.2194836993070832,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00217368,0.0007521205,0.001022216,0.001425694,0.0006928589,0.001397204,0.003098314,0.001669633,0.003191325],"category_scores_gemma":[0.00755045,0.0004547967,0.000912375,0.00120842,0.0008790742,0.002281832,0.0008948517,0.0007299964,0.0003855551],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001998675,"about_ca_system_score_gemma":0.001363855,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01390943,"about_ca_topic_score_gemma":0.01185073,"domain_scores_codex":[0.9989457,0.0003547946,0.00006480789,0.0001531951,0.0004117251,0.00006992483],"domain_scores_gemma":[0.9918973,0.006061522,0.0003802711,0.0005609895,0.0009160519,0.0001838399],"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":[0.0001512739,0.0001409916,0.001106191,0.0001059852,0.00001970893,0.00002672952,0.0000376364,0.9817843,0.000633132,0.003287844,0.0001800567,0.01252615],"study_design_scores_gemma":[0.00002591755,0.00005264949,0.0004006375,0.00001930156,0.00002082214,0.00001140006,0.00001862611,0.9973042,0.0008773288,0.001000415,0.000260034,0.000008648756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7094427,0.002263353,0.2612878,0.0003332323,0.0001479948,0.0002735044,0.001356976,0.001143576,0.02375088],"genre_scores_gemma":[0.9642895,0.0006252549,0.03217088,0.00002612469,0.00005644176,0.000119544,0.0004650408,0.0002387404,0.002008615],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01390943,"threshold_uncertainty_score":0.02765691,"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004283458,0.0003387846,0.0004394423,0.0002763892,0.0002941941,0.000602159,0.0002212311,0.0003852836,0.0008174766],"category_scores_gemma":[0.001299004,0.0002611629,0.0002160013,0.000288768,0.0003383165,0.0005986922,0.00026247,0.0004084642,0.0002592915],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001953086,"about_ca_system_score_gemma":0.0002715688,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001030474,"about_ca_topic_score_gemma":0.0008250633,"domain_scores_codex":[0.9996052,0.00007010291,0.00003223177,0.00006190845,0.0001497263,0.0000809355],"domain_scores_gemma":[0.9992784,0.0003687661,0.00014677,0.00003357829,0.0001187612,0.00005380229],"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":[0.0008709782,0.0001115817,0.01448835,0.0001490064,0.00002997563,0.0003130269,0.0003108256,0.005442477,0.9682134,0.00008309398,0.0001381795,0.009849077],"study_design_scores_gemma":[0.00002494677,0.001539821,0.113725,0.0000168145,0.00006878938,0.000201622,0.0003239923,0.0193193,0.8638695,0.00008653427,0.0007738392,0.00004986178],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987399,0.0001287731,0.0007508442,0.00001183768,0.000004829495,0.00001169568,0.00008792523,0.00002560596,0.0002386027],"genre_scores_gemma":[0.9994546,0.00005798012,0.000182185,0.000002400057,0.000002102707,0.000006978144,0.00008747501,0.000008375602,0.0001979031],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001030474,"threshold_uncertainty_score":0.002734721,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2059350697","doi":"10.1617/s11527-010-9692-7","title":"Use of spent foundry sand and fly ash for the development of green self-consolidating concrete","year":2010,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Materials Engineering and Processing","field":"Engineering","cited_by":96,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Portland cement; Fly ash; Foundry; Shrinkage; Durability; Compressive strength; Slump; Cement; Geotechnical engineering; Superplasticizer; Void ratio; Environmental science; Materials science; Waste management; Composite material; Pulp and paper industry; Metallurgy; Geology; Engineering","authors":[{"name":"Mustafa Şahmaran","is_ca":false},{"name":"Mohamed Lachemi","is_ca":true},{"name":"Tahir Kemal Erdem","is_ca":false},{"name":"Hasan Erhan Yücel","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01593803112681449,"gpt":0.2209172915754419,"spread":0.2049792604486274,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002056871,0.0004070551,0.0003163313,0.0006689325,0.0003375901,0.0004058236,0.0003623743,0.000332918,0.0007865832],"category_scores_gemma":[0.0002667417,0.0001836064,0.0003727196,0.0004140449,0.0002248505,0.0003644756,0.0004891236,0.0004501134,0.0002557074],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004529236,"about_ca_system_score_gemma":0.0007504023,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002681733,"about_ca_topic_score_gemma":0.01566936,"domain_scores_codex":[0.9998381,0.00001124162,0.00001203775,0.00002884277,0.00007233341,0.00003733115],"domain_scores_gemma":[0.9998431,0.00001860605,0.00002898146,0.00003265501,0.00003771362,0.00003899031],"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":[0.00009613448,0.0001320347,0.0007701452,0.00009802158,0.0000237994,0.0002374788,0.0000875119,0.0009766779,0.984658,0.0003108608,0.0000652972,0.01254393],"study_design_scores_gemma":[0.000004989341,0.0002017732,0.001220783,0.000008137798,0.00003556702,0.00008788471,0.00003067076,0.0006457103,0.9965817,0.00003569173,0.001141266,0.000005903123],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9926205,0.0004864336,0.00278313,0.00002751055,0.00001729735,0.00002744802,0.0000883944,0.00007339197,0.003875919],"genre_scores_gemma":[0.9915244,0.0005686654,0.005345425,0.0000128492,0.000002865376,0.00000939062,0.000146028,0.00002518545,0.002365292],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002681733,"threshold_uncertainty_score":0.005332232,"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009505451,0.0007943261,0.00117534,0.001257282,0.0006871557,0.001858224,0.001598633,0.001444292,0.001668896],"category_scores_gemma":[0.05407954,0.0008298031,0.001518075,0.0009704078,0.001460874,0.002333528,0.001195882,0.001252416,0.0004698627],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001176375,"about_ca_system_score_gemma":0.001548493,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01003019,"about_ca_topic_score_gemma":0.007029357,"domain_scores_codex":[0.9965001,0.002626975,0.0001087757,0.0003299695,0.0003223989,0.0001116901],"domain_scores_gemma":[0.9289969,0.06543076,0.001441887,0.002167736,0.001700127,0.0002625054],"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":[0.00005094493,0.00003132466,0.001127868,0.00001614588,0.00003787682,0.00001807556,0.00002480654,0.9660683,0.0001364397,0.02256013,0.0001505282,0.009777565],"study_design_scores_gemma":[0.000001859592,0.000006655981,0.00005076055,0.000001200585,0.00000334974,0.000002933505,0.00000231717,0.9948279,0.00006342317,0.004997056,0.00003987188,0.000002688072],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05915575,0.000188397,0.9386539,0.0001677313,0.00003178637,0.00004075053,0.00007857868,0.0004727356,0.001210398],"genre_scores_gemma":[0.8625682,0.0003965876,0.1330521,0.0001297604,0.0001102606,0.0002237681,0.0003759814,0.0002868237,0.002856485],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01003019,"threshold_uncertainty_score":0.0502702,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3005721100","doi":"10.1617/s11527-020-1449-3","title":"RILEM TC 247-DTA round robin test: carbonation and chloride penetration testing of alkali-activated concretes","year":2020,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Engineering and Physical Sciences Research Council; Curtin University of Technology; Université de Toulouse; University of Sheffield; CRC for Low Carbon Living","keywords":"Carbonation; Durability; Ground granulated blast-furnace slag; Chloride; Fly ash; Materials science; Metakaolin; Slag (welding); Cement; Portland cement; Alkali metal; Metallurgy; Composite material; Chemistry","authors":[{"name":"Gregor J. G. Gluth","is_ca":false},{"name":"K. Arbi","is_ca":false},{"name":"Susan A. Bernal","is_ca":false},{"name":"Dali Bondar","is_ca":false},{"name":"Arnaud Castel","is_ca":false},{"name":"Sundararaman Chithiraputhiran","is_ca":false},{"name":"Alireza Dehghan","is_ca":true},{"name":"Katja Dombrowski-Daube","is_ca":false},{"name":"Ashish Dubey","is_ca":false},{"name":"Vilma Ducman","is_ca":false},{"name":"Karl Peterson","is_ca":true},{"name":"Penny Pipilikaki","is_ca":false},{"name":"S.L.A. Valcke","is_ca":false},{"name":"Guang Ye","is_ca":false},{"name":"Yibing Zuo","is_ca":false},{"name":"John L. Provis","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02330059684138742,"gpt":0.2292662848613128,"spread":0.2059656880199254,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001622716,0.0006636601,0.0003807865,0.001388587,0.0004408201,0.0003604208,0.001043259,0.0008070632,0.003918559],"category_scores_gemma":[0.002441755,0.0002867059,0.0004367743,0.0006387919,0.0004819646,0.0004690695,0.000413038,0.000529116,0.001602772],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004392461,"about_ca_system_score_gemma":0.0004966676,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004281704,"about_ca_topic_score_gemma":0.01391663,"domain_scores_codex":[0.9962906,0.0006854724,0.0003618216,0.0004480967,0.002049568,0.0001645892],"domain_scores_gemma":[0.9958163,0.0009467197,0.0007691325,0.0004401317,0.001716176,0.0003115677],"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":[0.0003686642,0.0001343003,0.009147479,0.0001365522,0.00003432576,0.0001407052,0.0002591369,0.0006043148,0.9789016,0.000128689,0.0002631364,0.009881158],"study_design_scores_gemma":[0.0000272524,0.002204654,0.07018922,0.00003128206,0.00005059993,0.0005278581,0.0002304771,0.002372324,0.9218349,0.0000563732,0.00239954,0.00007562296],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9752246,0.0003614287,0.01632698,0.00003292803,0.00003909234,0.000323171,0.0006172666,0.0003674109,0.006707198],"genre_scores_gemma":[0.9723883,0.0001549635,0.02040856,0.00004180143,0.00000677076,0.0001847455,0.0005523299,0.00006815945,0.006194356],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004281704,"threshold_uncertainty_score":0.01310891,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1999830440","doi":"10.1617/s11527-008-9442-2","title":"Durability of self-consolidating concrete to different exposure regimes of sodium sulfate attack","year":2008,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":90,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Innovation Trust","keywords":"Durability; Immersion (mathematics); Sulfate; Wetting; Materials science; Ternary operation; Sodium sulfate; Composite material; Air entrainment; Solid mechanics; Reinforcement; Metallurgy; Sodium; Computer science; Mathematics","authors":[{"name":"M. T. Bassuoni","is_ca":false},{"name":"Moncef L. Nehdi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01936858485339742,"gpt":0.2150971677440387,"spread":0.1957285828906413,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003794692,0.0002997826,0.0003787758,0.0004377784,0.000411301,0.0003705758,0.0003903247,0.0005738083,0.003577104],"category_scores_gemma":[0.0007774193,0.0002018627,0.0003383674,0.000278813,0.0004691223,0.0003794065,0.0003410246,0.0004616202,0.0003437818],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003962289,"about_ca_system_score_gemma":0.0004201593,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003774775,"about_ca_topic_score_gemma":0.004781331,"domain_scores_codex":[0.9996496,0.0000218794,0.00002841089,0.00008168118,0.0001198228,0.00009867291],"domain_scores_gemma":[0.9993871,0.00009507694,0.00008996888,0.00009101257,0.0002193017,0.0001175035],"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":[0.001403862,0.00009858198,0.008412882,0.00007463362,0.00003753684,0.0001807999,0.0003472452,0.004161629,0.977971,0.0001706293,0.0001403473,0.00700079],"study_design_scores_gemma":[0.00001914851,0.001531489,0.07051039,0.00002007317,0.00007087263,0.000185191,0.0004508343,0.00726316,0.918432,0.0001265768,0.001360075,0.00003024423],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992259,0.00009205034,0.0001566896,0.000005533998,0.000007561099,0.000003515101,0.00008957223,0.00001151778,0.0004078715],"genre_scores_gemma":[0.9988672,0.00004369836,0.00008002871,0.000005259692,0.000001591805,0.000002349247,0.0001309256,0.000004930066,0.0008641045],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003774775,"threshold_uncertainty_score":0.01196665,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1992461760","doi":"10.1007/bf02482088","title":"Determination of the coefficient of thermal expansion of high performance concrete from initial setting","year":2002,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermal expansion; Shrinkage; Extensometer; Solid mechanics; Materials science; Composite material; Thermal; Volume (thermodynamics); Thermomechanical analysis; Cement; Isothermal process; Thermal shock; Thermodynamics","authors":[{"name":"Hassina Kada","is_ca":true},{"name":"Mohamed Lachemi","is_ca":true},{"name":"N. Petrov","is_ca":true},{"name":"Olivier Bonneau","is_ca":true},{"name":"Pierre-Claude Aı̈tcin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01038843315798502,"gpt":0.1955361316404738,"spread":0.1851476984824888,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003167339,0.0004036653,0.0003623933,0.0008987363,0.0004125888,0.0003239324,0.0003660919,0.0003624416,0.001141477],"category_scores_gemma":[0.001863035,0.0002802169,0.0001963181,0.0006334924,0.0005140736,0.0004062451,0.0002130291,0.0009944319,0.0004561285],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004320026,"about_ca_system_score_gemma":0.0005378443,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004582052,"about_ca_topic_score_gemma":0.006989739,"domain_scores_codex":[0.9997088,0.00002984563,0.000008993603,0.00005846517,0.0001566779,0.00003715373],"domain_scores_gemma":[0.9990363,0.000411496,0.0001033391,0.00007361409,0.0003157538,0.00005954059],"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":[0.0002306017,0.00008137283,0.009844959,0.00008510875,0.0000130738,0.0001242344,0.0001676362,0.009336815,0.9648724,0.0004909497,0.0002059873,0.01454686],"study_design_scores_gemma":[0.000008641232,0.000191862,0.0655341,0.00001045668,0.00001627817,0.0001462141,0.00008333672,0.01853446,0.9142666,0.0001642656,0.001008455,0.00003547026],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9785596,0.0002882965,0.01634806,0.00002323544,0.00001206678,0.00003191749,0.0002788411,0.0001429575,0.004315009],"genre_scores_gemma":[0.996053,0.0001200592,0.002634272,0.00000475968,0.000002801591,0.00001387346,0.0003054669,0.00002847285,0.0008372657],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004582052,"threshold_uncertainty_score":0.009110749,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1992784462","doi":"10.1617/s11527-010-9601-0","title":"Exploratory investigation on mechanical anchors for connecting SMA bars to steel or FRP bars","year":2010,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":87,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Pultrall","keywords":"SMA*; Structural engineering; Materials science; Shape-memory alloy; Fibre-reinforced plastic; Solid mechanics; Bar (unit); Composite material; Engineering; Computer science","authors":[{"name":"M. Shahria Alam","is_ca":true},{"name":"Maged A. Youssef","is_ca":true},{"name":"Moncef L. Nehdi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0415698682622932,"gpt":0.2752363520103012,"spread":0.233666483748008,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004274865,0.000391309,0.0002739781,0.0005050888,0.0007086614,0.0004872418,0.0008056302,0.0006583993,0.004357334],"category_scores_gemma":[0.001656255,0.0002445492,0.000207939,0.0003504789,0.0006407468,0.0008195177,0.000362672,0.0005724584,0.0008293651],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002669633,"about_ca_system_score_gemma":0.000292627,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003347008,"about_ca_topic_score_gemma":0.0008386528,"domain_scores_codex":[0.9997601,0.00003446607,0.000007308734,0.00004839473,0.0001038349,0.00004600915],"domain_scores_gemma":[0.9994736,0.0001465117,0.0001009239,0.0001177203,0.0001264093,0.00003482998],"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":[0.000771274,0.0002981227,0.003510264,0.0003004059,0.0000104067,0.0008172098,0.0006021358,0.005415098,0.9574995,0.008121883,0.0004290596,0.02222465],"study_design_scores_gemma":[0.00003293797,0.00268852,0.006537268,0.00002202112,0.00002811502,0.0005027212,0.0008729384,0.02055667,0.9607174,0.001141726,0.006881256,0.00001850421],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9809843,0.0001400697,0.01136314,0.00003604426,0.00003032844,0.00007468829,0.0001054301,0.0001759059,0.007090152],"genre_scores_gemma":[0.9917178,0.00005633639,0.005883353,0.000005844522,0.000005229861,0.00001865062,0.00007232956,0.00001983656,0.002220549],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004357334,"threshold_uncertainty_score":0.01457673,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2056354861","doi":"10.1617/s11527-014-0380-x","title":"Carbonation and hydration behavior of EAF and BOF steel slag binders","year":2014,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval; McGill University","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Carbonation; Slag (welding); Portland cement; Materials science; Metallurgy; Calcium silicate; Basic oxygen steelmaking; Compressive strength; Ground granulated blast-furnace slag; Calcium silicate hydrate; Cement; Silicate; Steelmaking; Composite material; Chemical engineering","authors":[{"name":"Mehrdad Mahoutian","is_ca":true},{"name":"Yixin Shao","is_ca":true},{"name":"Alfonso Mucci","is_ca":true},{"name":"Benoît Fournier","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008122811623836006,"gpt":0.2193975504319893,"spread":0.2112747388081533,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000193581,0.0002475468,0.000173496,0.0005439327,0.0002771063,0.0002281651,0.000196088,0.00026382,0.003924285],"category_scores_gemma":[0.0005378433,0.0001049877,0.0001836049,0.0003517538,0.0002545534,0.0003397499,0.0001487054,0.0002772345,0.00038892],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003881336,"about_ca_system_score_gemma":0.0002594245,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008244999,"about_ca_topic_score_gemma":0.01097134,"domain_scores_codex":[0.9997029,0.00001836659,0.00001347454,0.00004494571,0.0001245319,0.00009581178],"domain_scores_gemma":[0.999826,0.00004219172,0.00003044171,0.000009162304,0.00005692453,0.00003525271],"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":[0.0006432353,0.00005022725,0.00187223,0.00005897382,0.00001365236,0.00009051629,0.0001580215,0.00122582,0.9899436,0.0002685928,0.0001421351,0.005532902],"study_design_scores_gemma":[0.000006437651,0.0002072409,0.01087588,0.000005445451,0.000009006235,0.00004584369,0.0000783085,0.00319537,0.9844716,0.00004173884,0.001049702,0.00001338092],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984589,0.00023508,0.0001263754,0.000008819398,0.000004379965,0.000003506289,0.00009786146,0.00001292996,0.001052199],"genre_scores_gemma":[0.9982451,0.00009171206,0.0001183647,0.000003744002,0.000002121347,0.000001815426,0.0001406016,0.000007926446,0.00138867],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008244999,"threshold_uncertainty_score":0.01639402,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2016234576","doi":"10.1617/s11527-008-9439-x","title":"Formation and properties of C-S-H–PEG nano-structures","year":2008,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hydro-Québec; National Research Council Canada","funders":"","keywords":"Intercalation (chemistry); PEG ratio; Materials science; Molecule; Polyethylene glycol; Nanostructure; Chemical engineering; Distilled water; Chemical stability; Chemical structure; Inorganic chemistry; Chemistry; Organic chemistry; Nanotechnology; Chromatography","authors":[{"name":"J.J. Beaudoin","is_ca":true},{"name":"Harouna Dramé","is_ca":true},{"name":"Laïla Raki","is_ca":true},{"name":"Rouhollah Alizadeh","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01944599133138231,"gpt":0.2103313010093951,"spread":0.1908853096780128,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001002266,0.0001308344,0.00007777492,0.0001189741,0.0001288684,0.0001566437,0.000169128,0.0001819282,0.001165156],"category_scores_gemma":[0.0002170832,0.0001171401,0.0001016398,0.00006897263,0.0001879017,0.0002532988,0.0001163553,0.0002375542,0.0001695255],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003747129,"about_ca_system_score_gemma":0.0001208372,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007585941,"about_ca_topic_score_gemma":0.001254624,"domain_scores_codex":[0.9999489,0.000003513604,0.000002700688,0.00001319962,0.00001887607,0.00001281643],"domain_scores_gemma":[0.9998969,0.00002153322,0.00002853404,0.00001091187,0.00002045595,0.00002165796],"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":[0.00007819626,0.00003768465,0.000239943,0.0000332708,0.000005008473,0.00002431248,0.00004199102,0.001238884,0.9958304,0.0006573815,0.0001328827,0.001680169],"study_design_scores_gemma":[0.00000846252,0.00009337904,0.001611226,0.00000249007,0.000003616889,0.00002146985,0.0000185975,0.004658747,0.9927247,0.00007029556,0.0007818077,0.000005183059],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975088,0.0001877882,0.0008219822,0.00001996938,0.000009781194,0.000007037407,0.00005177721,0.00001934653,0.001373506],"genre_scores_gemma":[0.9983062,0.000046696,0.0005524338,0.00001015379,0.000001627805,0.00000576498,0.00006687898,0.00000754799,0.001002659],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001165156,"threshold_uncertainty_score":0.003897846,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2004457391","doi":"10.1007/bf02533080","title":"Influence of concrete relative humidity on the amplitude of Ground-Penetrating radar (GPR) signal","year":2002,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":80,"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":"Ground-penetrating radar; Radar; Depth sounding; Moisture; Waveform; Amplitude; Water content; SIGNAL (programming language); Relative humidity; Environmental science; Acoustics; Materials science; Geotechnical engineering; Remote sensing; Solid mechanics; Geology; Meteorology; Composite material; Engineering; Optics; Telecommunications; Computer science; Physics","authors":[{"name":"Stéphane Laurens","is_ca":true},{"name":"Jean-Paul Balayssac","is_ca":false},{"name":"J. Rhazi","is_ca":true},{"name":"G. Arliguie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02003335323492529,"gpt":0.2395508664482912,"spread":0.2195175132133659,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001709459,0.0001924648,0.0002273271,0.0001707277,0.0001358068,0.0002557247,0.000119745,0.0003101391,0.001442878],"category_scores_gemma":[0.001288739,0.0001489559,0.0001267503,0.0001243421,0.0003230959,0.0002240488,0.0001843314,0.0002671693,0.0002386684],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001243751,"about_ca_system_score_gemma":0.0001163905,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001198926,"about_ca_topic_score_gemma":0.0009825923,"domain_scores_codex":[0.9998286,0.00003077725,0.000006559408,0.0000280734,0.00005562315,0.00005036542],"domain_scores_gemma":[0.9988943,0.0008017285,0.00005510664,0.00004606142,0.0001362865,0.00006652368],"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":[0.002273769,0.00009695451,0.01648373,0.00008933453,0.00004855765,0.000715886,0.0001861458,0.01848458,0.9445512,0.0002322542,0.0002442714,0.01659345],"study_design_scores_gemma":[0.00005667914,0.0007980663,0.1625128,0.00001491813,0.0001288352,0.0008862454,0.0003031538,0.1045309,0.7296699,0.000204721,0.00084829,0.00004552721],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9963141,0.0001261435,0.002407288,0.00002216762,0.00001986221,0.000003341729,0.00004862059,0.00003351334,0.001025016],"genre_scores_gemma":[0.9996024,0.00004628057,0.00012118,0.000005259579,0.000004188522,6.273823e-7,0.00002724527,0.000006452172,0.0001863601],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001442878,"threshold_uncertainty_score":0.004826903,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2018577036","doi":"10.1007/bf02480634","title":"Predicting the volume instability of hydrated cement systems upon freezing using poro-mechanics and local phase equilibria","year":2004,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Soil and Unsaturated Flow","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":"Université Laval","funders":"","keywords":"Solid mechanics; Cement; Porous medium; Instability; Materials science; Volume (thermodynamics); Porosity; Continuum mechanics; Thermodynamics; Phase (matter); Mechanics; Geotechnical engineering; Composite material; Geology; Chemistry; Physics","authors":[{"name":"B. Zuber","is_ca":true},{"name":"J. Marchand","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01231106886694611,"gpt":0.219168476875957,"spread":0.2068574080090109,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001867265,0.0002473038,0.0002411521,0.0003594223,0.0002550687,0.00039312,0.0002852279,0.0003464668,0.0005316781],"category_scores_gemma":[0.0007639105,0.0002049252,0.0001854555,0.0001728565,0.0004421489,0.0007367735,0.0002663989,0.000361083,0.00008820253],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004753382,"about_ca_system_score_gemma":0.0002922578,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003967958,"about_ca_topic_score_gemma":0.004599687,"domain_scores_codex":[0.9999676,0.00000417591,0.000001858949,0.000007211674,0.000009780666,0.000009396928],"domain_scores_gemma":[0.9997904,0.0001090333,0.00003526093,0.00001354654,0.00003129086,0.00002043782],"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":[0.000273831,0.00007573016,0.02747107,0.0000490512,0.0000200847,0.0001374863,0.0001129126,0.8007883,0.1584502,0.001515123,0.0001027105,0.01100347],"study_design_scores_gemma":[0.000004447605,0.00003447119,0.002674272,8.423454e-7,0.000003252095,0.00001017948,0.0000168457,0.9741243,0.02281041,0.0002829643,0.00003381658,0.000004296066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9948016,0.0000183616,0.004872176,0.00001167775,0.000001780212,0.000005270983,0.00002594394,0.00004310834,0.0002201451],"genre_scores_gemma":[0.9994661,0.000009672121,0.0004345622,8.923409e-7,5.549761e-7,0.000001883234,0.00001635877,0.000004546056,0.00006525418],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003967958,"threshold_uncertainty_score":0.007889748,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2973059415","doi":"10.1617/s11527-019-1396-z","title":"RILEM TC 247-DTA round robin test: mix design and reproducibility of compressive strength of alkali-activated concretes","year":2019,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":79,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Engineering and Physical Sciences Research Council; Materials innovation institute; Université de Toulouse; Javna Agencija za Raziskovalno Dejavnost RS; Queen's University; Curtin University of Technology; Nederlandse Organisatie voor Wetenschappelijk Onderzoek; Technische Universiteit Delft","keywords":"Durability; Metakaolin; Compressive strength; Round robin test; Materials science; Fly ash; Ground granulated blast-furnace slag; Aluminosilicate; Geopolymer; Composite material; Chemistry; Mathematics","authors":[{"name":"John L. Provis","is_ca":false},{"name":"K. Arbi","is_ca":false},{"name":"Susan A. Bernal","is_ca":false},{"name":"Dali Bondar","is_ca":false},{"name":"Anja Buchwald","is_ca":false},{"name":"Arnaud Castel","is_ca":false},{"name":"Sundararaman Chithiraputhiran","is_ca":false},{"name":"Martin Cyr","is_ca":false},{"name":"Alireza Dehghan","is_ca":true},{"name":"Katja Dombrowski-Daube","is_ca":false},{"name":"Ashish Dubey","is_ca":false},{"name":"Vilma Ducman","is_ca":false},{"name":"Gregor J. G. Gluth","is_ca":false},{"name":"Sreejith Nanukuttan","is_ca":false},{"name":"Karl Peterson","is_ca":true},{"name":"F. Puertas","is_ca":false},{"name":"Arie van Riessen","is_ca":false},{"name":"Manuel Torres‐Carrasco","is_ca":false},{"name":"Guang Ye","is_ca":false},{"name":"Yibing Zuo","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01608882505477757,"gpt":0.2425051661796967,"spread":0.2264163411249192,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005286913,0.0009245701,0.0005743292,0.001406061,0.0007608979,0.0004749788,0.001390776,0.0009338594,0.001441007],"category_scores_gemma":[0.005287028,0.0005657773,0.0005242007,0.0006969692,0.0008185367,0.0003677589,0.000712859,0.0003791947,0.0008106538],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007424658,"about_ca_system_score_gemma":0.0005707371,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001855957,"about_ca_topic_score_gemma":0.004388326,"domain_scores_codex":[0.9925727,0.002857911,0.0006307463,0.001451291,0.002224756,0.0002626307],"domain_scores_gemma":[0.991852,0.002219433,0.001495178,0.00173826,0.00215586,0.0005393412],"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":[0.002767239,0.0006288346,0.02199529,0.0001251988,0.00008968043,0.0001036609,0.0005680494,0.00439095,0.9517273,0.0002084771,0.0001124732,0.01728289],"study_design_scores_gemma":[0.0001359888,0.01203176,0.06713288,0.00001269764,0.0001221878,0.0002956512,0.0002390009,0.006418047,0.9113194,0.00007138505,0.002142965,0.00007798042],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9806626,0.00008252227,0.01720558,0.000008303316,0.000008443618,0.0004339837,0.0002725499,0.0002172274,0.001108809],"genre_scores_gemma":[0.9609057,0.00003384096,0.03656033,0.00001322913,0.000004498198,0.0006534082,0.0003464108,0.00009453524,0.001388092],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005286913,"threshold_uncertainty_score":0.02796024,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2075667277","doi":"10.1617/s11527-006-9110-3","title":"Degradation of cement pastes by organic acids","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Portland cement; Degradation (telecommunications); Cement; Materials science; Effluent; Porosity; Manure; Pollution; Alite; Ultrapure water; Chemical engineering; Pulp and paper industry; Environmental chemistry; Environmental science; Chemistry; Composite material; Clinker (cement); Environmental engineering; Agronomy","authors":[{"name":"Alexandra Bertron","is_ca":false},{"name":"Josée Duchesne","is_ca":true},{"name":"Gilles Escadeillas","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005822630709188179,"gpt":0.2027613670863544,"spread":0.1969387363771662,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002519663,0.0005306865,0.0003291844,0.0002815097,0.0001529323,0.0003783178,0.0001882752,0.0003929658,0.0009587169],"category_scores_gemma":[0.0005015382,0.0002047828,0.0002327217,0.0001893432,0.0003433017,0.0003208818,0.0001574376,0.0003605447,0.0002516146],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003285977,"about_ca_system_score_gemma":0.0002890743,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001978043,"about_ca_topic_score_gemma":0.002028999,"domain_scores_codex":[0.9997564,0.00003931572,0.00001649532,0.00003779968,0.00007380138,0.00007626903],"domain_scores_gemma":[0.9997408,0.00007866115,0.00005582658,0.00002138488,0.00005959751,0.00004381176],"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":[0.0004116142,0.00001949225,0.0003225897,0.00004143388,0.000006168395,0.00006307924,0.0000235313,0.0001434261,0.9973685,0.00004541811,0.00001384031,0.001540885],"study_design_scores_gemma":[0.000007311945,0.0001524721,0.001801394,0.000003173604,0.000007803219,0.00004474404,0.0000302624,0.0003120429,0.9973189,0.00002089051,0.0002979517,0.000002996686],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974872,0.0009186954,0.0006573029,0.00001821915,0.00001172163,0.000008778316,0.00009464972,0.00001148121,0.0007917766],"genre_scores_gemma":[0.9978268,0.0003920204,0.0005252017,0.00001115148,0.000005107529,0.000004112211,0.0001153823,0.00000737431,0.00111295],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001978043,"threshold_uncertainty_score":0.003933072,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2024182323","doi":"10.1617/s11527-008-9440-4","title":"Steel–concrete bond strength of lightweight self-consolidating concrete","year":2008,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Bond strength; Bond; Self-consolidating concrete; Composite material; Aggregate (composite); Solid mechanics; Compressive strength; Slip (aerodynamics); Structural engineering; Engineering; Adhesive","authors":[{"name":"Mohamed Lachemi","is_ca":true},{"name":"Sung-Ho Bae","is_ca":true},{"name":"Khandaker M. Anwar Hossain","is_ca":true},{"name":"Mustafa Şahmaran","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009113352468196098,"gpt":0.2048869581424053,"spread":0.1957736056742092,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005328887,0.0003107784,0.0002223606,0.0005406665,0.000270374,0.0002353936,0.0005351168,0.0005168257,0.002651554],"category_scores_gemma":[0.0009329924,0.0003145534,0.0002219583,0.0002627762,0.0004901327,0.0002911512,0.0003189007,0.0004958948,0.0005000391],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000383535,"about_ca_system_score_gemma":0.0004564545,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001965419,"about_ca_topic_score_gemma":0.00317527,"domain_scores_codex":[0.9996384,0.00004591265,0.00001471348,0.00006452992,0.0001849617,0.00005154606],"domain_scores_gemma":[0.9993856,0.0001769498,0.0001251716,0.00004863292,0.0001890665,0.00007451235],"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":[0.0004579794,0.00007662018,0.002634776,0.00005686819,0.00001768876,0.000148352,0.0001529531,0.006693586,0.9824182,0.00117192,0.0001574434,0.006013588],"study_design_scores_gemma":[0.00002448292,0.0007570793,0.0259015,0.00001266579,0.00004548321,0.0001953326,0.000154253,0.0288612,0.9422644,0.0003212263,0.00143141,0.00003094727],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971988,0.0001716418,0.001023519,0.00001094073,0.000008436743,0.000006433939,0.00004852627,0.00002187296,0.001509883],"genre_scores_gemma":[0.9988031,0.00004322464,0.0002584905,0.000003942427,0.000002206681,0.00000203378,0.00005156718,0.000004230745,0.0008310264],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002651554,"threshold_uncertainty_score":0.008870304,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1963671102","doi":"10.1617/s11527-006-9191-z","title":"Decrease of pore solution alkalinity in concrete tested for alkali-silica reaction","year":2006,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval; Université de Sherbrooke","funders":"","keywords":"Alkalinity; Alkali–silica reaction; Alkali metal; Cement; Leaching (pedology); Materials science; Alkali–aggregate reaction; Mineralogy; Composite material; Environmental science; Chemistry; Soil science; Organic chemistry","authors":[{"name":"Patrice Rivard","is_ca":true},{"name":"M.A. Bérubé","is_ca":true},{"name":"Jean‐Pierre Ollivier","is_ca":false},{"name":"Gérard Ballivy","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01297311754905426,"gpt":0.2450441264687357,"spread":0.2320710089196815,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001890612,0.0002730817,0.0002812647,0.0001926016,0.0002362872,0.0002280389,0.0002766805,0.000471361,0.002090583],"category_scores_gemma":[0.0004630604,0.0001838677,0.0002259187,0.0002104428,0.0003765707,0.0003140802,0.0001661184,0.0003691892,0.0002980224],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000299223,"about_ca_system_score_gemma":0.0003161845,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003516305,"about_ca_topic_score_gemma":0.003648552,"domain_scores_codex":[0.9997953,0.000014838,0.00001439457,0.00003895923,0.00008383832,0.00005278739],"domain_scores_gemma":[0.9995669,0.0001181574,0.00008462736,0.00003199033,0.0001369756,0.00006130319],"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":[0.0003892835,0.00001778527,0.00140493,0.00003554644,0.000009827147,0.00007934686,0.00005577215,0.0003218161,0.9969656,0.00004961405,0.00001793861,0.0006526369],"study_design_scores_gemma":[0.000006532431,0.0003614789,0.007436745,0.000003311795,0.00001148548,0.00005001598,0.0000660599,0.000894166,0.9909129,0.00002534145,0.0002260995,0.000005914039],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986993,0.0001348823,0.0003633829,0.00001308626,0.000006272697,0.000004348767,0.0001700011,0.00002896419,0.0005797265],"genre_scores_gemma":[0.9984851,0.00008077838,0.0002466927,0.000005654639,0.000001501242,0.000003940082,0.0001629656,0.000006713296,0.00100645],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003516305,"threshold_uncertainty_score":0.006993651,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2048541711","doi":"10.1007/bf02480594","title":"Stress-strain behavior of reinforcing steel and concrete under seismic strain rates and low temperatures","year":2001,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Polytechnique Montréal","keywords":"Materials science; Ultimate tensile strength; Composite material; Strain rate; Solid mechanics; Compressive strength; Strain (injury); Stress–strain curve; Deformation (meteorology)","authors":[{"name":"André Filiatrault","is_ca":false},{"name":"Michael J. Holleran","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006530993321462709,"gpt":0.2175511567858099,"spread":0.2110201634643472,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002545252,0.0002308756,0.0002513847,0.0004840262,0.0002470491,0.0002869553,0.0002830369,0.0003980933,0.002354337],"category_scores_gemma":[0.0009787444,0.0002625733,0.00021001,0.0002876055,0.000717815,0.0002682991,0.0001611702,0.0003472164,0.0003256401],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002787205,"about_ca_system_score_gemma":0.0001931929,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002940642,"about_ca_topic_score_gemma":0.003502397,"domain_scores_codex":[0.9998397,0.00002354234,0.000009277154,0.00002101377,0.00006280839,0.00004362305],"domain_scores_gemma":[0.9992499,0.0002878988,0.0001360916,0.00004953528,0.0001639367,0.0001126626],"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":[0.002087246,0.0001653866,0.008354491,0.00007525738,0.00003330976,0.000434998,0.0003483193,0.034297,0.9482123,0.0006301857,0.0001834399,0.005178121],"study_design_scores_gemma":[0.00006265294,0.001614055,0.1319082,0.00002968405,0.00005987874,0.000473508,0.0005127446,0.136531,0.7272162,0.0006476737,0.000867962,0.00007640035],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990008,0.0001004058,0.000251591,0.00001590125,0.0000045639,0.000002689095,0.00005626194,0.00001525983,0.0005526331],"genre_scores_gemma":[0.9992064,0.00005808254,0.00006712525,0.000004959445,0.000003367076,0.00000202438,0.00006828312,0.00000724357,0.0005825604],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002940642,"threshold_uncertainty_score":0.007875979,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2101462045","doi":"10.1617/s11527-014-0430-4","title":"Physical characterization methods for supplementary cementitious materials","year":2014,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Cementitious; Characterization (materials science); Materials science; Portland cement; Solid mechanics; Process engineering; Environmental science; Computer science; Composite material; Engineering; Cement; Nanotechnology","authors":[{"name":"Eleni Arvaniti","is_ca":false},{"name":"Maria Juenger","is_ca":false},{"name":"Susan A. Bernal","is_ca":false},{"name":"Josée Duchesne","is_ca":true},{"name":"Luc Courard","is_ca":false},{"name":"Sophie Leroy","is_ca":false},{"name":"John L. Provis","is_ca":false},{"name":"Agnieszka J. Klemm","is_ca":false},{"name":"Nele De Belie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01196221101113089,"gpt":0.3009902267198798,"spread":0.2890280157087489,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001079518,0.0008199902,0.0003950594,0.001932173,0.0006587853,0.0006500073,0.0009325049,0.0005825543,0.007151813],"category_scores_gemma":[0.002113874,0.0004535459,0.0003960021,0.0008805228,0.0005610374,0.001123249,0.0005227024,0.001146078,0.001651659],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004159852,"about_ca_system_score_gemma":0.0007472022,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007765844,"about_ca_topic_score_gemma":0.002483816,"domain_scores_codex":[0.9989849,0.00008819826,0.00008416419,0.0001558929,0.0006198044,0.0000669549],"domain_scores_gemma":[0.9982647,0.0004528099,0.0001786789,0.0002976152,0.0007489276,0.00005736149],"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":[0.00005436915,0.00005935016,0.0004748651,0.0002491699,0.000007040452,0.00004027814,0.0001220082,0.000364714,0.975822,0.0007442166,0.0002920153,0.02177003],"study_design_scores_gemma":[0.000007689759,0.0001324262,0.00322607,0.00002171592,0.00001743318,0.0001575392,0.00008882555,0.002088144,0.9841118,0.0003688709,0.009765286,0.00001412768],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.4426643,0.005942456,0.5192947,0.0004223049,0.0003087254,0.0009835359,0.002090638,0.001202417,0.02709097],"genre_scores_gemma":[0.7654228,0.0027151,0.2078381,0.0002272601,0.00007644947,0.001113784,0.001910899,0.0004275533,0.02026798],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.007151813,"threshold_uncertainty_score":0.02392519,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}