{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":92,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":92,"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":"81bc32dcc7b8","filters":{"venue":"Acta Geotechnica"}},"results":[{"id":"W2623442395","doi":"10.1007/s11440-017-0563-z","title":"A modified normalized model for predicting effective soil thermal conductivity","year":2017,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Soil and Unsaturated Flow","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 Saskatchewan; University of Alberta","funders":"State Key Laboratory of Frozen Soil Engineering; Northwest A and F University; National Natural Science Foundation of China","keywords":"Soil science; Thermal conductivity; Loam; Soil water; Mean squared error; Silt; Saturation (graph theory); Soil texture; Exponential function; Environmental science; Mathematics; Materials science; Thermodynamics; Geology; Statistics; Physics","authors":[{"name":"Hailong He","is_ca":false},{"name":"Ying Zhao","is_ca":false},{"name":"Miles Dyck","is_ca":true},{"name":"Bingcheng Si","is_ca":true},{"name":"Huijun Jin","is_ca":false},{"name":"Jialong Lv","is_ca":false},{"name":"Jinxin Wang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02000654138190003,"gpt":0.2445300693641833,"spread":0.2245235279822832,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003692613,0.000505471,0.0007971168,0.0003650384,0.0003561416,0.0007526073,0.001683623,0.0008686429,0.001855267],"category_scores_gemma":[0.001206736,0.00035361,0.0006767478,0.0006325669,0.0003828795,0.001502235,0.0004639467,0.0005948228,0.000491115],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001228078,"about_ca_system_score_gemma":0.001471278,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01792627,"about_ca_topic_score_gemma":0.01183358,"domain_scores_codex":[0.9998057,0.00004983299,0.00001172094,0.00005509878,0.0000560939,0.00002147234],"domain_scores_gemma":[0.9997007,0.00009697887,0.00002536806,0.00003692256,0.0001213793,0.00001862381],"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":[0.00001874458,0.0000229193,0.0003503398,0.00001765558,0.00001317958,0.00002039562,0.000009454444,0.9882116,0.00270482,0.001800631,0.0001936936,0.006636521],"study_design_scores_gemma":[0.00000147096,0.000003720603,0.00007591837,6.598909e-7,0.000001763955,0.000002795062,0.000001195907,0.9993674,0.0002348449,0.0002020657,0.0001057965,0.000002274242],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1886959,0.0004126658,0.7993602,0.0001310115,0.0002258474,0.00008565868,0.000659971,0.001222935,0.009205804],"genre_scores_gemma":[0.9188469,0.0002478765,0.07227585,0.00004671652,0.00005494067,0.0001763966,0.0004861677,0.0002904045,0.00757468],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01792627,"threshold_uncertainty_score":0.03564388,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1999126407","doi":"10.1007/s11440-012-0176-5","title":"Micromechanical assessment of an internal stability criterion","year":2012,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":118,"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; University of British Columbia","keywords":"Internal erosion; Solid mechanics; Particle (ecology); Mechanics; Stability (learning theory); Geotechnical engineering; Granular material; Levee; Materials science; Geology; Physics; Computer science; Composite material","authors":[{"name":"Thomas Shire","is_ca":false},{"name":"Catherine O’Sullivan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0123608808953137,"gpt":0.2567941753935732,"spread":0.2444332944982595,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008618918,0.0003732465,0.0003398868,0.001253161,0.0004147016,0.0007968344,0.0004454161,0.0005292035,0.001166668],"category_scores_gemma":[0.00277791,0.0002048295,0.0002197282,0.0004290471,0.001036545,0.0004436264,0.0005728569,0.0002956875,0.0001916718],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000568565,"about_ca_system_score_gemma":0.0003414273,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001262144,"about_ca_topic_score_gemma":0.000955899,"domain_scores_codex":[0.9993501,0.00008302239,0.00004071255,0.00009532608,0.0003747954,0.00005603119],"domain_scores_gemma":[0.9980041,0.000873332,0.0002828515,0.0002434977,0.0005188265,0.00007741777],"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":[0.0002711223,0.0001559678,0.0289063,0.0001767937,0.00006648315,0.0003255044,0.0004529934,0.5304535,0.381613,0.0132405,0.0003652199,0.04397257],"study_design_scores_gemma":[0.000008017045,0.0001949231,0.01074561,0.00001360615,0.00001424532,0.0001050842,0.00008891007,0.9291325,0.05737561,0.001778982,0.0005131115,0.00002940652],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8135752,0.0001358308,0.1825776,0.00005447488,0.0000205642,0.00006306253,0.0001153299,0.0001756483,0.003282241],"genre_scores_gemma":[0.9941811,0.00001584021,0.005548915,0.000003088489,0.000002136901,0.0000130297,0.00002757735,0.000006018644,0.0002023378],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001262144,"threshold_uncertainty_score":0.004558206,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2945563157","doi":"10.1007/s11440-019-00815-9","title":"Change in pore-size distribution of collapsible loess due to loading and inundating","year":2019,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":110,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"National Natural Science Foundation of China","keywords":"Oedometer test; Loess; Void ratio; Soil water; Geotechnical engineering; Pore water pressure; Porosity; Saturation (graph theory); Microstructure; Materials science; Consolidation (business); Geology; Effective stress; Soil science; Mineralogy; Composite material; Geomorphology; Mathematics","authors":[{"name":"Jiading Wang","is_ca":false},{"name":"Ping Li","is_ca":false},{"name":"Yan Ma","is_ca":false},{"name":"Sai K. Vanapalli","is_ca":true},{"name":"Xingang Wang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009125785825790867,"gpt":0.21757312792944,"spread":0.2084473421036491,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000137538,0.0001198757,0.000140105,0.0002431058,0.000129521,0.0002864278,0.0001861443,0.0001969648,0.001590412],"category_scores_gemma":[0.0004160534,0.0001046052,0.000129402,0.0002549933,0.0003791622,0.0003822589,0.0001620731,0.0001941411,0.0001553998],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000173883,"about_ca_system_score_gemma":0.0001199048,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001606783,"about_ca_topic_score_gemma":0.001027345,"domain_scores_codex":[0.9999204,0.000007140191,0.000005461933,0.00002194042,0.00001846269,0.00002654821],"domain_scores_gemma":[0.9995936,0.0001533045,0.0001150337,0.00002420197,0.00006430949,0.0000496481],"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":[0.001111477,0.00005852027,0.01800171,0.00004002551,0.00001439368,0.000249739,0.000200541,0.001375099,0.9738337,0.0001529194,0.00005900574,0.004902873],"study_design_scores_gemma":[0.00002744191,0.0007915609,0.3176071,0.000006060333,0.0000364326,0.0002789923,0.0004710052,0.01656525,0.6631383,0.0002012066,0.000839117,0.00003749773],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994561,0.0000249701,0.0002283583,0.000003243841,0.000001294827,8.938514e-7,0.00005565224,0.000007912672,0.0002215445],"genre_scores_gemma":[0.9995331,0.00001768249,0.00008927446,0.000003351493,0.000001032031,0.000001669797,0.00008017681,0.000002617541,0.0002711061],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001606783,"threshold_uncertainty_score":0.00532043,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2117157900","doi":"10.1007/s11440-007-0039-7","title":"Modeling surface roughness degradation of rock joint wall during monotonic and cyclic shearing","year":2007,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":104,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Shearing (physics); Materials science; Surface roughness; Surface finish; Monotonic function; Solid mechanics; Asperity (geotechnical engineering); Mechanics; Joint (building); Shear (geology); Stiffness; Structural engineering; Composite material; Geometry; Mathematics; Mathematical analysis; Engineering; Physics","authors":[{"name":"Tikou Belem","is_ca":true},{"name":"Mountaka Souley","is_ca":false},{"name":"F. Homand","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01549947778547412,"gpt":0.2148115721038904,"spread":0.1993120943184163,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002354223,0.0004403768,0.000464901,0.0002928254,0.0003491083,0.0005410833,0.000515056,0.0010633,0.0007962734],"category_scores_gemma":[0.0007612112,0.000349392,0.000552692,0.000267351,0.0004400803,0.0004062134,0.0002379051,0.0003294277,0.0001428433],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004829821,"about_ca_system_score_gemma":0.0005055867,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02151263,"about_ca_topic_score_gemma":0.01008834,"domain_scores_codex":[0.9999132,0.0000130724,0.000004810819,0.00001691742,0.00001884858,0.00003317601],"domain_scores_gemma":[0.9997454,0.0001069434,0.00004160021,0.0000286861,0.00004842112,0.00002893953],"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":[0.0000768735,0.00003887342,0.003117587,0.00001565261,0.00001098976,0.00009556984,0.00003267257,0.9868279,0.007333166,0.0001778446,0.00006709272,0.002205836],"study_design_scores_gemma":[0.000002421194,0.00001503671,0.001148091,6.545666e-7,0.000003338148,0.000006063774,0.00001080602,0.9981056,0.0006615976,0.00002604039,0.00001765478,0.000002665295],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9893779,0.00007020799,0.008981275,0.00003280555,0.00001138991,0.00001261271,0.00006887691,0.0000869844,0.001357863],"genre_scores_gemma":[0.998845,0.00002316589,0.0006926814,0.000002440454,0.000001637281,0.000004094486,0.00002988167,0.00001083681,0.0003902756],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02151263,"threshold_uncertainty_score":0.0427748,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3009816119","doi":"10.1007/s11440-020-00915-x","title":"The effect of cemented soil strength on the frictional capacity of precast concrete pile–cemented soil interface","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Precast concrete; Pile; Geotechnical engineering; Materials science; Shear strength (soil); Geology; Soil water; Structural engineering; Engineering; Soil science","authors":[{"name":"Jia-jin Zhou","is_ca":false},{"name":"Jianlin Yu","is_ca":false},{"name":"Xiaonan Gong","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01056374322895344,"gpt":0.1931051290891417,"spread":0.1825413858601882,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002009898,0.0002436927,0.0002322712,0.0003059912,0.0001887521,0.0003109566,0.0002881784,0.0003257323,0.004377949],"category_scores_gemma":[0.001203058,0.0002627636,0.00030007,0.0002089528,0.0003858611,0.0003118633,0.0002507116,0.0004116326,0.0003412558],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002350578,"about_ca_system_score_gemma":0.0002540312,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002480441,"about_ca_topic_score_gemma":0.002930232,"domain_scores_codex":[0.9998268,0.00001612194,0.00001067799,0.00002258349,0.00005341825,0.00007034069],"domain_scores_gemma":[0.9988802,0.0005758341,0.0001202262,0.0000681563,0.0002094123,0.0001461214],"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":[0.001786474,0.00008559103,0.004925332,0.0001556133,0.00003551365,0.0002630116,0.00007816948,0.00909194,0.9784112,0.0001895686,0.0001291601,0.00484847],"study_design_scores_gemma":[0.00003375566,0.0008294188,0.05983798,0.00001393348,0.00006533491,0.0001534015,0.0001574906,0.01766392,0.9206929,0.00007575767,0.0004451942,0.00003097921],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988789,0.0001256032,0.0002409759,0.00001005078,0.000005538046,0.000003066475,0.00006944866,0.00001411568,0.000652188],"genre_scores_gemma":[0.9997098,0.00002505041,0.00004470897,0.000002783735,6.272923e-7,6.68141e-7,0.00002115325,0.000002761111,0.0001925049],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004377949,"threshold_uncertainty_score":0.01464576,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3133172696","doi":"10.1007/s11440-021-01162-4","title":"Numerical investigation of the mechanism of granular flow impact on rigid control structures","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":73,"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":"Australian Research Council; National Natural Science Foundation of China","keywords":"Baffle; Flume; Mechanics; Dissipation; Flow (mathematics); Geotechnical engineering; Granular material; Control volume; Debris flow; Geology; Solid mechanics; Computer simulation; Materials science; Engineering; Physics; Debris; Mechanical engineering; Thermodynamics","authors":[{"name":"Edward Z. Yang","is_ca":false},{"name":"Ha H. Bui","is_ca":false},{"name":"Giang D. Nguyen","is_ca":false},{"name":"Clarence Edward Choi","is_ca":false},{"name":"Charles Wang Wai Ng","is_ca":false},{"name":"Hans De Sterck","is_ca":true},{"name":"Abdelmalek Bouazza","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004513848744076584,"gpt":0.2054411187091288,"spread":0.2009272699650523,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003349044,0.0004327268,0.0008582879,0.0009016477,0.000942484,0.001262907,0.0009317083,0.001726678,0.004052792],"category_scores_gemma":[0.00281726,0.0003873795,0.0005198355,0.0006867527,0.00176448,0.000817821,0.0007578171,0.0007673154,0.0001704148],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008527934,"about_ca_system_score_gemma":0.0008787857,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01481274,"about_ca_topic_score_gemma":0.005494228,"domain_scores_codex":[0.9998368,0.0000380261,0.000008475503,0.00001998518,0.0000431453,0.00005359053],"domain_scores_gemma":[0.9989229,0.0005684445,0.0001451417,0.00008725531,0.0001452037,0.0001311252],"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":[0.0001460122,0.0001183841,0.002107893,0.00005305007,0.00002720994,0.0002662347,0.00005599027,0.9836277,0.002732012,0.008863985,0.0002577906,0.001743776],"study_design_scores_gemma":[0.00001717354,0.00001635853,0.0005257018,0.000002311833,0.000003990991,0.000009808697,0.00001998561,0.9986255,0.0001673185,0.0005654399,0.00004190209,0.000004453851],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9535422,0.0002538805,0.02289847,0.0004761993,0.0001137461,0.00007505014,0.000199716,0.0002386984,0.02220198],"genre_scores_gemma":[0.9978322,0.00004442187,0.001249971,0.00001869222,0.000007933828,0.000009734153,0.00002616415,0.00001278066,0.0007980331],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01481274,"threshold_uncertainty_score":0.02945304,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3216386484","doi":"10.1007/s11440-021-01418-z","title":"Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Ministerstvo Školství, Mládeže a Tělovýchovy","keywords":"Solid mechanics; Shearing (physics); Oedometer test; Constitutive equation; Stress path; Plasticity; Geotechnical engineering; Cyclic stress; Stiffness; Structural engineering; Computer science; Engineering; Geology; Materials science; Finite element method","authors":[{"name":"J. Duque","is_ca":false},{"name":"Ming Yang","is_ca":true},{"name":"W. Fuentes","is_ca":false},{"name":"David Maš́ın","is_ca":false},{"name":"Mahdi Taiebat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02580772039718679,"gpt":0.2075265835197467,"spread":0.1817188631225599,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001237038,0.0007565392,0.0008981255,0.0009831678,0.0004843869,0.00149171,0.002464806,0.002104281,0.002668137],"category_scores_gemma":[0.006653027,0.0005637653,0.001037374,0.0007516992,0.001198758,0.002623384,0.001035834,0.001566761,0.0008270871],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007021312,"about_ca_system_score_gemma":0.001257482,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003046148,"about_ca_topic_score_gemma":0.002269181,"domain_scores_codex":[0.9990409,0.0002860792,0.00006412883,0.0001099217,0.00041901,0.00008003744],"domain_scores_gemma":[0.9966727,0.001801741,0.0002952038,0.0005684529,0.0005802697,0.00008145348],"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":[0.0001129226,0.00006570694,0.001021513,0.0002986961,0.00003708058,0.0001832906,0.0001357612,0.8805603,0.01410047,0.06956283,0.001723393,0.03219811],"study_design_scores_gemma":[0.000005699193,0.00002078269,0.0002098863,0.00002139972,0.000008303482,0.00006655268,0.00001136444,0.9888417,0.001945148,0.007955307,0.0009003732,0.00001349017],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1262562,0.00379452,0.8277576,0.001640153,0.0004110725,0.0001486831,0.000713664,0.001057424,0.03822077],"genre_scores_gemma":[0.9635742,0.00219303,0.0246522,0.0002007179,0.0002094893,0.0001878763,0.0002439758,0.0002244782,0.00851408],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003046148,"threshold_uncertainty_score":0.008925796,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2801319896","doi":"10.1007/s11440-018-0669-y","title":"Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils","year":2018,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Solid mechanics; Geotechnical engineering; Soil water; Geology; Structural engineering; Engineering; Materials science; Soil science; Composite material","authors":[{"name":"Weidong Li","is_ca":true},{"name":"Lijun Deng","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01260886785975748,"gpt":0.212264830171995,"spread":0.1996559623122376,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002433175,0.0004397612,0.0003564981,0.0008543265,0.0006493742,0.0006381421,0.0007892761,0.001148186,0.003563736],"category_scores_gemma":[0.001229701,0.0003053635,0.0003849205,0.0004763539,0.0008616229,0.0006371171,0.0005288437,0.0003618984,0.0004877708],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005029311,"about_ca_system_score_gemma":0.000384302,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004502003,"about_ca_topic_score_gemma":0.00383117,"domain_scores_codex":[0.9997172,0.0000431613,0.00001965087,0.00003347125,0.0001188207,0.00006769018],"domain_scores_gemma":[0.9990731,0.0004985844,0.0001144735,0.00007807726,0.0001438258,0.00009183987],"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":[0.001345261,0.0006413517,0.009597092,0.0002039801,0.0000343687,0.001220144,0.0005907135,0.7586472,0.2101691,0.002454333,0.0008644639,0.01423198],"study_design_scores_gemma":[0.00003450011,0.0003226764,0.009108087,0.00001122639,0.00001270127,0.0001033695,0.0002159603,0.9475403,0.04185228,0.0004906221,0.0002780599,0.0000302151],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9936585,0.00005132833,0.003135719,0.00005380589,0.00001515242,0.00001545956,0.0001914585,0.00008751993,0.002790978],"genre_scores_gemma":[0.9989336,0.00001982595,0.0003532094,0.000003566465,0.000002561389,0.000005656456,0.00004891822,0.000007252437,0.0006253524],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004502003,"threshold_uncertainty_score":0.01192188,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4381736796","doi":"10.1007/s11440-023-01976-4","title":"Thermal–hydraulic–mechanical–chemical coupled processes and their numerical simulation: a comprehensive review","year":2023,"lang":"en","type":"review","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"Fundamental Research Funds for Central Universities of the Central South University; National Natural Science Foundation of China","keywords":"Solid mechanics; Thermal hydraulics; Rock mass classification; Coupling (piping); Construction engineering; Computer science; Geotechnical engineering; Mechanical engineering; Engineering; Civil engineering; Materials science; Mechanics; Heat transfer; Physics","authors":[{"name":"Nanlin Zhang","is_ca":true},{"name":"Zhifeng Luo","is_ca":false},{"name":"Zhangxin Chen","is_ca":true},{"name":"Fushen Liu","is_ca":false},{"name":"Pingli Liu","is_ca":false},{"name":"Weiyu Chen","is_ca":false},{"name":"Lin Wu","is_ca":false},{"name":"Liqiang Zhao","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0565392611376762,"gpt":0.3032277647645253,"spread":0.2466885036268491,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009758929,0.001698166,0.002940926,0.002298425,0.0003219429,0.001621119,0.001774155,0.001768851,0.004078262],"category_scores_gemma":[0.001683004,0.0007932081,0.001176463,0.00341437,0.0006669543,0.002307683,0.001167457,0.001438248,0.002027747],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005784503,"about_ca_system_score_gemma":0.002074993,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002458316,"about_ca_topic_score_gemma":0.002912692,"domain_scores_codex":[0.9996676,0.00005086197,0.00005046153,0.00008263731,0.0001224759,0.0000259003],"domain_scores_gemma":[0.9990227,0.0006227371,0.0001157298,0.00003735827,0.0001671831,0.00003417507],"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":[0.0001015155,0.000187613,0.0004117809,0.04863747,0.000247985,0.000146991,0.00007607054,0.007890582,0.002429279,0.01001841,0.02152313,0.9083292],"study_design_scores_gemma":[0.00005642609,0.0002709959,0.001484071,0.01139384,0.0009243567,0.0008115406,0.0001314428,0.006113043,0.002598592,0.01123943,0.9648145,0.0001617795],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0001899867,0.9980769,0.0009079726,0.0001079168,0.0001361134,0.00000580308,0.00003153397,0.00001631558,0.0005274122],"genre_scores_gemma":[0.001094516,0.9976489,0.000720774,0.00007418181,0.0001681874,0.000008741808,0.00004388221,0.000004052065,0.0002367038],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.004078262,"threshold_uncertainty_score":0.01364315,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2534272218","doi":"10.1007/s11440-016-0500-6","title":"Contact angle mechanical influence in wet granular soils","year":2016,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Contact angle; Capillary action; Wetting; Materials science; Solid mechanics; Mechanics; Granular material; Shear (geology); Contact force; Geotechnical engineering; Geometry; Composite material; Classical mechanics; Mathematics; Physics; Geology","authors":[{"name":"J Duriez","is_ca":true},{"name":"Richard Wan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006623947302927481,"gpt":0.1988622287801818,"spread":0.1922382814772543,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001011948,0.0001756424,0.0002733662,0.0006260468,0.0003568835,0.0008215976,0.0001466984,0.0002285501,0.004189467],"category_scores_gemma":[0.0009004184,0.0001639439,0.0001045717,0.0003625934,0.0006272792,0.0003716879,0.0003559795,0.0002215894,0.0002060781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003344376,"about_ca_system_score_gemma":0.0001824819,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003106888,"about_ca_topic_score_gemma":0.001998381,"domain_scores_codex":[0.9998676,0.00001554762,0.000003627188,0.00002173044,0.00004345482,0.00004811179],"domain_scores_gemma":[0.9995587,0.0002290969,0.00005564092,0.00002040168,0.00006160462,0.00007453585],"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":[0.004021836,0.0004706913,0.01898252,0.0003331776,0.0000614751,0.002779474,0.0005387812,0.0852401,0.8366909,0.01327529,0.0009916226,0.03661412],"study_design_scores_gemma":[0.0003266399,0.001171384,0.2345822,0.00004056206,0.0000891471,0.001012208,0.0018339,0.4607102,0.2860616,0.01070228,0.003333504,0.0001362811],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9942748,0.0001849027,0.001409819,0.00004184796,0.00002003668,0.000005756832,0.00004922317,0.00002600953,0.003987642],"genre_scores_gemma":[0.9995209,0.00003658831,0.00002359542,0.00000227238,0.000004300375,6.498207e-7,0.000009157499,0.000003401844,0.0003991749],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004189467,"threshold_uncertainty_score":0.01401514,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2799556345","doi":"10.1007/s11440-018-0665-2","title":"Fabric evolution of granular materials along imposed stress paths","year":2018,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cauchy stress tensor; Isotropy; Granular material; Solid mechanics; Stress (linguistics); Tensor (intrinsic definition); Geometry; Materials science; Plane stress; Deformation (meteorology); Physics; Finite element method; Mathematics; Structural engineering; Composite material; Classical mechanics; Engineering; Optics","authors":[{"name":"Jingshan Shi","is_ca":true},{"name":"Peijun Guo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004679820929082761,"gpt":0.1846270963466737,"spread":0.179947275417591,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001293365,0.0002172611,0.0002241999,0.0005807066,0.0003903669,0.001134534,0.0002697529,0.0004081205,0.00180822],"category_scores_gemma":[0.0007319315,0.0002575319,0.000180733,0.0003562346,0.0007834007,0.0003994409,0.0003486546,0.0003001327,0.0001751447],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004578315,"about_ca_system_score_gemma":0.0003692649,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001599773,"about_ca_topic_score_gemma":0.001550217,"domain_scores_codex":[0.9999279,0.00001018469,0.00000309659,0.00001643274,0.00001679867,0.0000256339],"domain_scores_gemma":[0.9996682,0.00007497471,0.00008001349,0.00003532123,0.00005240451,0.00008910722],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.001892972,0.0006037289,0.03308829,0.0002514863,0.0001004428,0.002624388,0.0009434142,0.579397,0.3143225,0.03972578,0.001456932,0.0255931],"study_design_scores_gemma":[0.00008357422,0.0002709518,0.04376224,0.00002546348,0.0000262811,0.0003883333,0.0005780681,0.916685,0.0278282,0.009381442,0.0008975501,0.00007283623],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9940895,0.00003645322,0.00363505,0.0000375458,0.000009529965,0.000005577312,0.00005857815,0.00003831123,0.002089425],"genre_scores_gemma":[0.9986627,0.00002301575,0.0006363059,0.000004917253,0.000001563813,0.000002482777,0.00004204504,0.00001611764,0.0006108953],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00180822,"threshold_uncertainty_score":0.006049097,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2769899080","doi":"10.1007/s11440-017-0602-9","title":"Theoretical analysis of desiccation crack spacing of a thin, long soil layer","year":2017,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Golder Associates (Canada); University of Saskatchewan","funders":"","keywords":"Stiffness; Materials science; Solid mechanics; Cracking; Suction; Stress (linguistics); Composite material; Geotechnical engineering; Mechanics; Geology; Thermodynamics","authors":[{"name":"Susanga Costa","is_ca":false},{"name":"Jayantha Kodikara","is_ca":false},{"name":"S. Lee Barbour","is_ca":true},{"name":"D. G. Fredlund","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01207773669173405,"gpt":0.2412969052417605,"spread":0.2292191685500264,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004302049,0.000331016,0.0004003647,0.0008999886,0.0005163057,0.0007898532,0.001140286,0.0009962654,0.002637001],"category_scores_gemma":[0.001943273,0.0003949947,0.0004337547,0.0003752788,0.001159069,0.0009101758,0.000577598,0.0006199947,0.000179222],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001102024,"about_ca_system_score_gemma":0.0007392833,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004307456,"about_ca_topic_score_gemma":0.003182353,"domain_scores_codex":[0.9999033,0.00001926234,0.000003247757,0.00001951438,0.00002970062,0.00002503436],"domain_scores_gemma":[0.9993148,0.0003450633,0.00009085093,0.00004172447,0.0001443593,0.00006320746],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00006671505,0.00007421429,0.001930375,0.0001561728,0.00001767013,0.0004028988,0.0001599739,0.7534737,0.01365358,0.2243312,0.0007710581,0.004962349],"study_design_scores_gemma":[0.000007583585,0.00001338834,0.0007383054,0.00001304277,0.000006074226,0.00004096267,0.00003522716,0.9862853,0.0006397903,0.0119406,0.0002700823,0.000009661001],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.684697,0.001828995,0.2371058,0.001246701,0.0001662244,0.00007824854,0.0002512834,0.0002471485,0.07437856],"genre_scores_gemma":[0.9904501,0.0003796095,0.004840357,0.00005913005,0.00004288462,0.00002022196,0.00002870213,0.0000304956,0.004148677],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004307456,"threshold_uncertainty_score":0.008821666,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2034288497","doi":"10.1007/s11440-012-0187-2","title":"Constitutive analysis of the mechanical anisotropy of Opalinus Clay","year":2012,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":53,"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":"Anisotropy; Solid mechanics; Plasticity; Constitutive equation; Bed; Materials science; Geotechnical engineering; Stress (linguistics); Stress space; Plane stress; Geology; Mechanics; Composite material; Structural engineering; Finite element method; Physics; Engineering","authors":[{"name":"Simon Salager","is_ca":false},{"name":"Bertrand François","is_ca":true},{"name":"Mathieu Nuth","is_ca":false},{"name":"Lyesse Laloui","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01253803564291711,"gpt":0.2237584638529639,"spread":0.2112204282100467,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001963194,0.0002452497,0.0002838409,0.0007245771,0.0002906736,0.000771215,0.0004381776,0.0005971233,0.000847489],"category_scores_gemma":[0.000731714,0.0002099934,0.0002456775,0.0003237518,0.0007117104,0.0004726052,0.0003912236,0.0004618829,0.0001086188],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005107229,"about_ca_system_score_gemma":0.0005642793,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005501358,"about_ca_topic_score_gemma":0.005254999,"domain_scores_codex":[0.9998983,0.0000239292,0.000005143793,0.00001502175,0.00003758507,0.00002008381],"domain_scores_gemma":[0.9998393,0.00005428079,0.00003319786,0.00001756147,0.0000418161,0.00001371278],"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":[0.0001175976,0.0001518508,0.004132281,0.0001563449,0.00004307102,0.0007429715,0.0002324468,0.6774415,0.09953027,0.1964871,0.001038551,0.01992606],"study_design_scores_gemma":[0.000009152567,0.00001310489,0.001893959,0.000008505493,0.000008646259,0.0001274228,0.00006474443,0.9886388,0.002985471,0.005132586,0.001105427,0.00001225852],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7993606,0.001663008,0.1337858,0.001082431,0.0001327167,0.00008587286,0.0002616602,0.0001557215,0.06347219],"genre_scores_gemma":[0.9941148,0.0002422113,0.002037275,0.00002842208,0.00001970929,0.00001262603,0.00003285488,0.00001773844,0.003494406],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005501358,"threshold_uncertainty_score":0.0109387,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2094061763","doi":"10.1007/s11440-012-0163-x","title":"Finite element analyses of negative skin friction on a single pile","year":2012,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"China Scholarship Council; National Science Foundation","keywords":"Pile; Neutral plane; Parasitic drag; Consolidation (business); Stiffness; Finite element method; Geotechnical engineering; Compressibility; Lateral earth pressure; Mechanics; Solid mechanics; Materials science; Structural engineering; Geology; Engineering; Physics; Composite material; Boundary layer","authors":[{"name":"Jinyuan Liu","is_ca":true},{"name":"Hongmei Gao","is_ca":false},{"name":"Hanlong Liu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02789597847522939,"gpt":0.2506375209020111,"spread":0.2227415424267817,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001456902,0.0003727629,0.0006538084,0.0005980694,0.0004935688,0.0005236506,0.0006713392,0.001118399,0.00270165],"category_scores_gemma":[0.0008758503,0.0003926241,0.0004102636,0.000488963,0.0008065362,0.0003320476,0.0005610342,0.0003768413,0.0003411491],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003391482,"about_ca_system_score_gemma":0.0004758312,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003236634,"about_ca_topic_score_gemma":0.00328072,"domain_scores_codex":[0.9998842,0.00002151612,0.000005057291,0.00001169396,0.00004417844,0.00003328739],"domain_scores_gemma":[0.9996777,0.0001682962,0.00003737232,0.000037161,0.00004778543,0.00003163507],"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":[0.000169692,0.00006776183,0.0009380613,0.00007239142,0.00001757088,0.000290844,0.000122835,0.9692709,0.02070048,0.0031552,0.0002737767,0.004920542],"study_design_scores_gemma":[0.000007074372,0.00002814934,0.0008798663,0.000006940234,0.000005401494,0.00004416207,0.00005378597,0.9965602,0.001838358,0.0003746992,0.0001928737,0.000008537213],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9162945,0.0001414693,0.06580994,0.0001280054,0.00003497005,0.00003421879,0.0001126285,0.0002182708,0.01722604],"genre_scores_gemma":[0.99598,0.00002673174,0.002314063,0.000007885129,0.000002931434,0.000007018384,0.00001835252,0.00002560067,0.001617306],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003236634,"threshold_uncertainty_score":0.009037912,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1966307535","doi":"10.1007/s11440-014-0321-4","title":"Shear behavior of sensitive marine clay–steel interfaces","year":2014,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Solid mechanics; Shear (geology); Materials science; Geotechnical engineering; Geology; Composite material","authors":[{"name":"A. Taha","is_ca":true},{"name":"Mamadou Fall","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006061562519552824,"gpt":0.1938845987444035,"spread":0.1878230362248507,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001274828,0.0002622968,0.0002200755,0.0006374324,0.0002501331,0.0004458727,0.0002924479,0.0003684835,0.004416103],"category_scores_gemma":[0.0005964584,0.0002197911,0.0001450304,0.0002430527,0.0004461203,0.0002398327,0.0004010234,0.0003030358,0.0004131359],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002978718,"about_ca_system_score_gemma":0.0001412257,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003303835,"about_ca_topic_score_gemma":0.00208495,"domain_scores_codex":[0.9999228,0.000008198727,0.000004400767,0.00001510115,0.0000267797,0.00002271856],"domain_scores_gemma":[0.999808,0.00004230623,0.00003917167,0.00001720564,0.0000500998,0.00004327255],"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":[0.001150087,0.0001080176,0.01611731,0.00009132262,0.00003487576,0.001051736,0.000654428,0.01846457,0.9534091,0.001416678,0.0005656523,0.006936227],"study_design_scores_gemma":[0.00009853983,0.001038648,0.3206014,0.00004243953,0.00006578544,0.0007303922,0.001835927,0.2167947,0.4553632,0.0013884,0.001948375,0.00009220756],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982027,0.00003914072,0.0004636014,0.00002052796,0.000004224461,0.000004434482,0.00005233278,0.00002585011,0.001187114],"genre_scores_gemma":[0.9993997,0.00002139724,0.00005657533,0.000007249028,0.000001839024,0.000001029619,0.00004416853,0.000003661981,0.0004644278],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004416103,"threshold_uncertainty_score":0.01477337,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1982254718","doi":"10.1007/s11440-014-0320-5","title":"Characterization of the effect of normal load on the discontinuity morphology in direct shear specimens using X-ray micro-CT","year":2014,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":49,"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":"Classification of discontinuities; Shearing (physics); Discontinuity (linguistics); Materials science; Solid mechanics; Brittleness; Direct shear test; Shear (geology); Tomography; Composite material; Optics; Mathematics","authors":[{"name":"B. S. A. Tatone","is_ca":true},{"name":"Giovanni Grasselli","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006576012421039918,"gpt":0.1955839617284237,"spread":0.1890079493073837,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004081943,0.000348431,0.0002674066,0.0003868402,0.0002558676,0.0005334106,0.0003014444,0.00043758,0.002407023],"category_scores_gemma":[0.001377244,0.0004146864,0.0001541232,0.0002604935,0.0008374693,0.0004002143,0.0002878532,0.0003331117,0.0002504292],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001976511,"about_ca_system_score_gemma":0.0002726249,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001029538,"about_ca_topic_score_gemma":0.001787213,"domain_scores_codex":[0.9997713,0.00002039674,0.00001783288,0.00005557675,0.0001107699,0.00002410094],"domain_scores_gemma":[0.9988627,0.0004806698,0.0001742032,0.0001583225,0.0002644397,0.00005964629],"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":[0.0002039168,0.00003724007,0.002327367,0.00006251114,0.000008046605,0.0001251573,0.0001726588,0.001299734,0.9910705,0.00009435977,0.00005091119,0.004547588],"study_design_scores_gemma":[0.00001775826,0.0004034302,0.08533338,0.00001750051,0.00005177586,0.000354565,0.0002184207,0.01491003,0.8976252,0.00009060225,0.0009474668,0.00002980528],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9862528,0.0003648674,0.01169407,0.00003805208,0.00001588772,0.00003644617,0.0001413298,0.0001064716,0.001350067],"genre_scores_gemma":[0.9951498,0.0001289855,0.003665377,0.0000145648,0.000004441804,0.0000158124,0.00006773444,0.00003369437,0.000919783],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002407023,"threshold_uncertainty_score":0.008052289,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3047773025","doi":"10.1007/s11440-020-01037-0","title":"On the role of pre-existing discontinuities on the micromechanical behavior of confined rock samples: a numerical study","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Rock mass classification; Discontinuity (linguistics); Anisotropy; Classification of discontinuities; Discrete element method; Geotechnical engineering; Materials science; Geology; Dissipation; Shear (geology); Geological Strength Index; Deformation (meteorology); Mechanics; Composite material","authors":[{"name":"Ge Gao","is_ca":true},{"name":"Mohamed A. Meguid","is_ca":true},{"name":"Luc Chouinard","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02924437039655788,"gpt":0.2384806402602422,"spread":0.2092362698636844,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002783694,0.0002288195,0.0003749346,0.0003111576,0.0003412059,0.000523895,0.00056694,0.0006976029,0.001330369],"category_scores_gemma":[0.001450757,0.0001845587,0.0002510271,0.0002282593,0.000885475,0.0005393827,0.0003357732,0.0003483262,0.0001200771],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000169562,"about_ca_system_score_gemma":0.0002283612,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001127163,"about_ca_topic_score_gemma":0.001081196,"domain_scores_codex":[0.9999021,0.00001350267,0.000005116171,0.00002362037,0.00003162485,0.00002397907],"domain_scores_gemma":[0.9993526,0.0004038814,0.00008207782,0.00007882056,0.00005059074,0.00003200773],"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":[0.0007279768,0.0006680638,0.01661473,0.0005481329,0.00008726043,0.002039869,0.0007456691,0.5332242,0.411614,0.01126532,0.0003091607,0.02215561],"study_design_scores_gemma":[0.00002672389,0.0003078567,0.0160108,0.00002652771,0.00004430666,0.0001610807,0.0001996853,0.9490341,0.03276148,0.001003535,0.000390317,0.00003367135],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9837688,0.0002550169,0.01380652,0.00003620515,0.00001198552,0.00001443543,0.00003898515,0.00004389844,0.002024128],"genre_scores_gemma":[0.9985775,0.00007057,0.001072894,0.000004201309,0.000002533075,0.000005192904,0.00001203206,0.000006582211,0.0002485332],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001330369,"threshold_uncertainty_score":0.00445056,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3126138819","doi":"10.1007/s11440-021-01142-8","title":"Large deformation dynamic analysis of progressive failure in layered clayey slopes under seismic loading using the particle finite element method","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Università di Bologna; China Scholarship Council","keywords":"Geotechnical engineering; Landslide; Geology; Finite element method; Slip (aerodynamics); Failure mode and effects analysis; Solid mechanics; Failure mechanism; Deformation (meteorology); Tensile strain; Seismic loading; Structural engineering; Ultimate tensile strength; Materials science; Engineering; Composite material","authors":[{"name":"Liang Wang","is_ca":false},{"name":"Xue Zhang","is_ca":false},{"name":"Stefano Tinti","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01081012673374768,"gpt":0.2756995641764241,"spread":0.2648894374426763,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002003041,0.0003156249,0.0003356417,0.0003957943,0.0002191263,0.0003381072,0.0003529031,0.0005674568,0.001192268],"category_scores_gemma":[0.0004541585,0.0002113414,0.0004336424,0.0001737515,0.0004340231,0.0001892587,0.0002554556,0.0002399265,0.00012695],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002432632,"about_ca_system_score_gemma":0.0003323425,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007427723,"about_ca_topic_score_gemma":0.003892302,"domain_scores_codex":[0.9999406,0.00001695698,0.000003270649,0.000007966273,0.00002127823,0.000009855034],"domain_scores_gemma":[0.9998251,0.00009025999,0.00002724931,0.00001504858,0.00002869692,0.00001361995],"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":[0.00003048927,0.00002571088,0.002960365,0.00001974296,0.00001880143,0.0001732281,0.00004556466,0.9832792,0.008114339,0.0009039479,0.00005123226,0.004377349],"study_design_scores_gemma":[0.00000138113,0.00001126655,0.0007286507,0.000001270339,0.000001218655,0.000009176602,0.000006172476,0.9988244,0.0003025323,0.00008203451,0.00003016264,0.000001716377],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8253447,0.0001131113,0.1700444,0.0000766427,0.00001692498,0.00003826123,0.00008709124,0.0001604772,0.004118211],"genre_scores_gemma":[0.9946366,0.00002967288,0.004603688,0.000004762949,0.000002411715,0.0000131317,0.0000206822,0.000008521863,0.0006805685],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007427723,"threshold_uncertainty_score":0.01476896,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4366281509","doi":"10.1007/s11440-023-01895-4","title":"Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method","year":2023,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":41,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Key Technologies Research and Development Program; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Strength reduction; Slope stability; Geotechnical engineering; Geology; Water level; Stability (learning theory); Slope stability analysis; Slope stability probability classification; Safety factor; Three gorges; Finite element method; Engineering; Structural engineering","authors":[{"name":"Lei Sun","is_ca":true},{"name":"Xuhai Tang","is_ca":false},{"name":"Aly Abdelaziz","is_ca":true},{"name":"Quansheng Liu","is_ca":false},{"name":"Giovanni Grasselli","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0448474391246465,"gpt":0.3077167337369159,"spread":0.2628692946122694,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041299,0.0003002901,0.0005675406,0.0004688529,0.0002887526,0.0005230583,0.0005119382,0.0005841751,0.001365211],"category_scores_gemma":[0.0009757371,0.0003274825,0.0005460753,0.0002509448,0.000493777,0.0003583393,0.0005151373,0.0004217767,0.0001945863],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003039919,"about_ca_system_score_gemma":0.0004798462,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004203763,"about_ca_topic_score_gemma":0.002852791,"domain_scores_codex":[0.9998565,0.00004775362,0.000007564789,0.00002062136,0.00005342299,0.00001425462],"domain_scores_gemma":[0.9995295,0.000258481,0.00004424527,0.00003310564,0.0001141718,0.00002057812],"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":[0.00004488509,0.00002118999,0.0006446853,0.00003450786,0.00002451243,0.00003573698,0.00003972164,0.9795994,0.00669612,0.002246032,0.00009886362,0.01051432],"study_design_scores_gemma":[0.000001100705,0.000003394689,0.00007300296,0.000001030512,0.000001064926,0.000002487109,0.000002038566,0.9995754,0.0001958526,0.0001032768,0.00003979837,0.000001451127],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1529223,0.0002032109,0.8422793,0.0001189307,0.0000346429,0.00003983767,0.00006772577,0.0002075524,0.004126509],"genre_scores_gemma":[0.9552997,0.0001050539,0.04196493,0.00001638929,0.00001213071,0.00006361992,0.0000573642,0.00004369227,0.002437031],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004203763,"threshold_uncertainty_score":0.008358598,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4225667703","doi":"10.1007/s11440-022-01472-1","title":"Prediction of CBR and resilient modulus of crushed waste rocks using machine learning models","year":2022,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; Environment and Climate Change Canada","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"California bearing ratio; Artificial neural network; Computer science; Generalizability theory; Random forest; Machine learning; Hyperparameter; Decision tree; Artificial intelligence; Subgrade; Geotechnical engineering; Mathematics; Engineering; Statistics","authors":[{"name":"Shengpeng Hao","is_ca":true},{"name":"Thomas Pabst","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01605625883746015,"gpt":0.1941002074437809,"spread":0.1780439486063207,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000399687,0.0007314974,0.0005908402,0.001911242,0.0002381674,0.0006994122,0.0007844798,0.001109653,0.0008889281],"category_scores_gemma":[0.001829273,0.000276979,0.0007223857,0.0010332,0.0003297372,0.0008101572,0.0003211921,0.0005835053,0.000343896],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006050276,"about_ca_system_score_gemma":0.000386584,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006888845,"about_ca_topic_score_gemma":0.004659958,"domain_scores_codex":[0.9998547,0.00001243011,0.00001139613,0.00005199856,0.00003924616,0.00003018474],"domain_scores_gemma":[0.9991491,0.0003944086,0.0001649439,0.00007460477,0.0001710077,0.00004587158],"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":[0.0003739596,0.0001966033,0.03360493,0.00008954469,0.00006156799,0.0002409655,0.00003461724,0.9197732,0.00923598,0.0002453582,0.0003737204,0.03576969],"study_design_scores_gemma":[0.000003232824,0.00002209373,0.005687215,0.000003793963,0.000008810702,0.00001896133,0.000009787143,0.9921954,0.001858019,0.0001473673,0.00003920361,0.000006170202],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9724513,0.0002972393,0.02546761,0.00007578456,0.00003400225,0.00001747882,0.0003267553,0.0004681465,0.0008617186],"genre_scores_gemma":[0.9979075,0.00006041219,0.001590681,0.000004542448,0.00000500314,0.000006341098,0.0001564017,0.000008913908,0.0002603191],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006888845,"threshold_uncertainty_score":0.0136975,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3085746518","doi":"10.1007/s11440-020-01054-z","title":"Modelling size effect on rock aggregates strength using a DEM bonded-cell model","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Breakage; Discrete element method; Weibull distribution; Particle size; Materials science; Mechanics; Particle (ecology); Geotechnical engineering; Composite material; Geology; Physics; Mathematics; Statistics","authors":[{"name":"Yoshiro Huillca","is_ca":false},{"name":"Matías Silva","is_ca":false},{"name":"Carlos Ovalle","is_ca":true},{"name":"Juan Carlos Quezada","is_ca":false},{"name":"Sergio Carrasco","is_ca":true},{"name":"Gabriel Villavicencio","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01535273881620651,"gpt":0.1961975744995399,"spread":0.1808448356833334,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003177568,0.0004857254,0.0005686995,0.0004236817,0.0003123769,0.0004818823,0.001345959,0.001767269,0.003214988],"category_scores_gemma":[0.001361092,0.0005624997,0.0006541281,0.0004810446,0.0004195291,0.0006697419,0.0004383994,0.0006220663,0.0004344787],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006188098,"about_ca_system_score_gemma":0.0007141652,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02625679,"about_ca_topic_score_gemma":0.01731792,"domain_scores_codex":[0.9998736,0.0000288312,0.000007613084,0.00002638579,0.00003364645,0.00002986328],"domain_scores_gemma":[0.9993954,0.0003219018,0.000054189,0.00006225694,0.0001234925,0.00004275703],"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":[0.00002247543,0.00002944574,0.0006268517,0.00002019671,0.000009361956,0.00005232642,0.0000131781,0.9946502,0.002702198,0.000394818,0.00009398692,0.001385008],"study_design_scores_gemma":[0.00000571914,0.00001243526,0.0004365596,0.000001962302,0.000005707104,0.000005326053,0.00000545387,0.9986976,0.0006558906,0.0000876796,0.00008140798,0.000004072876],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9238953,0.0002972735,0.05789483,0.0002324851,0.0000772187,0.00007430251,0.0008966512,0.000505203,0.01612667],"genre_scores_gemma":[0.9940377,0.0001055795,0.003312771,0.00002421527,0.000006519626,0.00002622213,0.0001453828,0.00004583337,0.002295786],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02625679,"threshold_uncertainty_score":0.05220795,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1975300913","doi":"10.1007/s11440-010-0125-0","title":"Effect of density and compressibility on K 0 of cohesionless soils","year":2010,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compressibility; Soil water; Void ratio; Granular material; Solid mechanics; Geotechnical engineering; Bulk density; Internal friction; Materials science; Friction angle; Relative density; Thermodynamics; Geology; Soil science; Physics; Microstructure; Composite material","authors":[{"name":"Peijun Guo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003272974948679723,"gpt":0.2036089363394453,"spread":0.2003359613907656,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004780438,0.0002456476,0.0002963959,0.0009290795,0.00032414,0.000560215,0.0004070425,0.0003406608,0.003370052],"category_scores_gemma":[0.005363121,0.000342775,0.0001539277,0.000332122,0.00121831,0.0006991869,0.0004855952,0.0003754275,0.0002445758],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003862322,"about_ca_system_score_gemma":0.0003387441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00363962,"about_ca_topic_score_gemma":0.003493795,"domain_scores_codex":[0.9997738,0.00005974511,0.00001512926,0.00003948519,0.00004242134,0.0000693808],"domain_scores_gemma":[0.9924474,0.006077476,0.0004209558,0.0001873499,0.0003803595,0.0004864515],"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":[0.01540829,0.0006523565,0.04681161,0.0008638785,0.0001270173,0.002183239,0.001035607,0.08766224,0.8139288,0.0052681,0.001088315,0.0249705],"study_design_scores_gemma":[0.0003103539,0.002114216,0.1769344,0.0001043955,0.0002061262,0.000656949,0.001211533,0.1435645,0.6707748,0.002548189,0.001357019,0.0002175778],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983062,0.0001985516,0.0002380857,0.00003844762,0.00000729544,0.000003359365,0.0000613822,0.00001715348,0.001129561],"genre_scores_gemma":[0.999772,0.00004822152,0.00003227646,0.000003691982,0.000002124531,7.605609e-7,0.00001486436,0.000003730895,0.0001223168],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00363962,"threshold_uncertainty_score":0.01127392,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2075655250","doi":"10.1007/s11440-013-0288-6","title":"Experimental analysis on settlement controlling of geogrid-reinforced pile-raft-supported embankments in high-speed railway","year":2013,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Geogrid; Geotechnical engineering; Loess; Settlement (finance); Pile; Levee; Foundation (evidence); Pile cap; Solid mechanics; Geology; Engineering; Reinforcement; Structural engineering; Materials science","authors":[{"name":"Changdan Wang","is_ca":false},{"name":"Binglong Wang","is_ca":false},{"name":"Peijun Guo","is_ca":true},{"name":"Shunhua Zhou","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005897099433238876,"gpt":0.2062655775528367,"spread":0.2003684781195978,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001889747,0.0002825292,0.0002143322,0.0001976,0.0003497092,0.0002058747,0.0004616377,0.0003040713,0.001683629],"category_scores_gemma":[0.0003914499,0.0001341339,0.0002417493,0.0001756039,0.0003787124,0.000228109,0.000175821,0.0001866355,0.0001245334],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002479692,"about_ca_system_score_gemma":0.0002076618,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002106332,"about_ca_topic_score_gemma":0.002818135,"domain_scores_codex":[0.9998384,0.00002005161,0.000006554119,0.00003549346,0.00006059654,0.00003900091],"domain_scores_gemma":[0.9997256,0.00006133116,0.0000373913,0.00004173931,0.0001061426,0.00002765209],"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":[0.001214982,0.0005940576,0.007034861,0.0001394214,0.00002041957,0.0002984208,0.0003309653,0.03606713,0.9427467,0.0004249654,0.0001983368,0.01092977],"study_design_scores_gemma":[0.000144716,0.003857407,0.06772186,0.000009742044,0.00008729319,0.0001173577,0.000554673,0.2925867,0.6340749,0.000205039,0.0005905452,0.00004967824],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990869,0.00001046788,0.0006423146,0.000003695614,0.000003455141,0.000003122329,0.00001453026,0.00000978843,0.0002257882],"genre_scores_gemma":[0.9996397,0.000008979475,0.0001830548,6.382061e-7,5.515739e-7,0.000001860824,0.000008093618,0.000001088403,0.0001559448],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002106332,"threshold_uncertainty_score":0.005632281,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3208130628","doi":"10.1007/s11440-021-01401-8","title":"On the role of joint roughness on the micromechanics of rock fracturing process: a numerical study","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Rock mass classification; Discrete element method; Micromechanics; Materials science; Acoustic emission; Coalescence (physics); Surface finish; Joint (building); Interlocking; Shear (geology); Anisotropy; Direct shear test; Geotechnical engineering; Composite material; Fracture mechanics; Ultimate tensile strength; Fracture (geology); Geology; Structural engineering; Mechanics; Composite number; Engineering","authors":[{"name":"Ge Gao","is_ca":false},{"name":"Mohamed A. Meguid","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01247132105299406,"gpt":0.2146811158333597,"spread":0.2022097947803657,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003643788,0.0002994521,0.0005736524,0.000426948,0.0004822334,0.0006975716,0.000438201,0.0009642003,0.001666289],"category_scores_gemma":[0.001689277,0.0002492335,0.0005814274,0.0003877762,0.0009787038,0.000532814,0.000386894,0.0003776423,0.0002229639],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001905906,"about_ca_system_score_gemma":0.0002783673,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003680316,"about_ca_topic_score_gemma":0.001884044,"domain_scores_codex":[0.9998823,0.00003138561,0.000006541637,0.00002010281,0.00003070775,0.00002879237],"domain_scores_gemma":[0.9988903,0.0008188373,0.00009978189,0.00006556531,0.00009129698,0.00003417899],"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":[0.0002401328,0.000209734,0.006337358,0.0001993383,0.00004919798,0.0006212403,0.0002016102,0.9230784,0.05238248,0.004954265,0.0002797036,0.0114466],"study_design_scores_gemma":[0.00001541403,0.00008884556,0.004834976,0.000006428118,0.00002201688,0.00006199427,0.0000582088,0.9923301,0.001877518,0.000543906,0.0001412967,0.00001927888],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9724459,0.0006961387,0.01923782,0.0001109073,0.0000283642,0.00002754911,0.00004828383,0.0000616501,0.007343384],"genre_scores_gemma":[0.9983347,0.0001877437,0.0009505502,0.000006908922,0.000008948001,0.000004329595,0.000009618077,0.000007668418,0.0004896042],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003680316,"threshold_uncertainty_score":0.007317781,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3176298576","doi":"10.1007/s11440-021-01208-7","title":"Field study on the behavior of pre-bored grouted planted pile with enlarged grout base","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Grout; Pile; Geotechnical engineering; Base (topology); Bearing capacity; Head (geology); Displacement (psychology); Structural engineering; Materials science; Geology; Engineering; Mathematics","authors":[{"name":"Jia-jin Zhou","is_ca":false},{"name":"Jian-lin Yu","is_ca":false},{"name":"Gong Xiao-nan","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0095831206901213,"gpt":0.205311023756357,"spread":0.1957279030662357,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001670613,0.0003310472,0.0003215481,0.0003181324,0.0005805663,0.0001941604,0.0005620972,0.000374741,0.0014991],"category_scores_gemma":[0.0003043863,0.0001704642,0.0002441206,0.0002109621,0.0004071273,0.0002888589,0.0002482992,0.000467999,0.0002350439],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003034614,"about_ca_system_score_gemma":0.0003686386,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003980324,"about_ca_topic_score_gemma":0.01514702,"domain_scores_codex":[0.9998862,0.000009783994,0.000002964268,0.0000456458,0.00002917367,0.00002626468],"domain_scores_gemma":[0.999441,0.0001234326,0.000057539,0.00004314912,0.0001845504,0.0001502876],"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":[0.002663046,0.002840846,0.07086687,0.0002749622,0.00004431216,0.00183923,0.00245584,0.003913771,0.902311,0.0002199427,0.0006180019,0.01195219],"study_design_scores_gemma":[0.0001485273,0.01871209,0.8142138,0.00004978313,0.0001601846,0.001467795,0.007122364,0.01342105,0.1407817,0.0003353859,0.003474448,0.0001129884],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993919,0.000008090507,0.000243103,0.000005844059,0.000004052295,0.000009393123,0.00006306013,0.00001321444,0.0002613184],"genre_scores_gemma":[0.9980232,0.0000170057,0.0005801764,0.0000121322,0.000002638008,0.00001164408,0.000129592,0.000004335168,0.001219363],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003980324,"threshold_uncertainty_score":0.007914364,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2470542754","doi":"10.1007/s11440-016-0477-1","title":"Statistical analysis of the effective stress method and modifications for prediction of ultimate bond strength of soil nails","year":2016,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Royal Military College of Canada; Queen's University; Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bond strength; Soil nailing; Range (aeronautics); Solid mechanics; Stress (linguistics); Magnitude (astronomy); Geotechnical engineering; Structural engineering; Mathematics; Statistics; Nail (fastener); Materials science; Engineering; Physics; Composite material","authors":[{"name":"Peiyuan Lin","is_ca":true},{"name":"Richard J. Bathurst","is_ca":true},{"name":"Sina Javankhoshdel","is_ca":true},{"name":"Jinyuan Liu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007387314971329845,"gpt":0.2362720879708029,"spread":0.2288847729994731,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.01699471,0.0007116341,0.00115675,0.001960782,0.0007969945,0.0009681558,0.002045636,0.0007543446,0.003895779],"category_scores_gemma":[0.03999514,0.000430248,0.001786982,0.002209067,0.00144934,0.001103122,0.0008095164,0.001343807,0.0005584304],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000586686,"about_ca_system_score_gemma":0.001380792,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00193391,"about_ca_topic_score_gemma":0.002148533,"domain_scores_codex":[0.9827799,0.009917907,0.001064676,0.002808998,0.002974928,0.0004535752],"domain_scores_gemma":[0.8965014,0.08481835,0.004039208,0.008855659,0.005117198,0.0006682377],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.006353575,0.001272402,0.3306453,0.0007491601,0.002994752,0.0006883031,0.001471192,0.05339953,0.03736576,0.01425575,0.002810732,0.5479936],"study_design_scores_gemma":[0.00014134,0.004958951,0.4769254,0.00006583779,0.001101636,0.0006788772,0.000888046,0.4771602,0.02403095,0.008897255,0.004968657,0.0001828993],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6009742,0.000208937,0.3951366,0.00007214117,0.00008933163,0.0002820319,0.001140233,0.0009833563,0.001113179],"genre_scores_gemma":[0.9123847,0.00005415379,0.0846503,0.00002289862,0.00004899354,0.0006306841,0.0008657495,0.0002664,0.001076251],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01699471,"threshold_uncertainty_score":0.08987772,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4312184442","doi":"10.1007/s11440-022-01772-6","title":"Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus","year":2022,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Science and Technology Commission of Shanghai Municipality","keywords":"Vibration; Materials science; Solid mechanics; Shear (geology); Structural engineering; Direct shear test; Granular material; Geotechnical engineering; Shear strength (soil); Composite material; Mechanics; Geology; Acoustics; Soil water; Engineering; Physics","authors":[{"name":"Shunhua Zhou","is_ca":false},{"name":"Haibo Jiang","is_ca":true},{"name":"Longlong Fu","is_ca":false},{"name":"Yao Shan","is_ca":false},{"name":"Weitao Ye","is_ca":true},{"name":"Peijun Guo","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009734161037109659,"gpt":0.225409522285296,"spread":0.2156753612481864,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002804697,0.0003118591,0.0003050068,0.0002639108,0.0003077105,0.0001653302,0.0003805163,0.0003426057,0.001717991],"category_scores_gemma":[0.0004621692,0.0002311333,0.000215914,0.0002686065,0.0004840368,0.0002610487,0.0003350003,0.0002785258,0.0001408208],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001174094,"about_ca_system_score_gemma":0.0001350901,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004947628,"about_ca_topic_score_gemma":0.0006187506,"domain_scores_codex":[0.9997976,0.00002606293,0.00001233284,0.00005537141,0.00006592501,0.00004276939],"domain_scores_gemma":[0.9995263,0.0001688687,0.00006266261,0.00008745901,0.00009380745,0.00006095454],"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":[0.0006208263,0.00008632641,0.002307705,0.00003941504,0.000007716249,0.00007284966,0.0001606952,0.0005345771,0.9941599,0.00008546091,0.00002432337,0.001900332],"study_design_scores_gemma":[0.0001505258,0.004121974,0.1017004,0.00001471591,0.0001034708,0.0002918864,0.0004750047,0.01716025,0.8750492,0.0001554931,0.0007303507,0.00004664396],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987457,0.00002220162,0.0009646324,0.000005098279,0.000002767726,0.000005638186,0.00003649601,0.000008085915,0.0002093477],"genre_scores_gemma":[0.9992388,0.00002162164,0.0004722374,0.00000277142,0.000002198565,0.000005749393,0.00002264217,0.000003161881,0.0002306845],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001717991,"threshold_uncertainty_score":0.005747259,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2287385810","doi":"10.1007/s11440-016-0443-y","title":"Analysis of resistance factors for LFRD of soil nail walls against external stability failures","year":2016,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":35,"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":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Soil nailing; Nail (fastener); Reliability (semiconductor); Limit state design; Structural engineering; Solid mechanics; Monte Carlo method; Geotechnical engineering; Limit (mathematics); Engineering; Materials science; Mathematics; Composite material","authors":[{"name":"Peiyuan Lin","is_ca":true},{"name":"Jinyuan Liu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01001424811757841,"gpt":0.2061202619984484,"spread":0.19610601388087,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006762455,0.0005942244,0.0004358611,0.001931643,0.0003000368,0.0005653546,0.0005153929,0.0006485209,0.003175478],"category_scores_gemma":[0.003822613,0.0002222669,0.0008774244,0.0005997808,0.0003891588,0.0005072511,0.0002500537,0.0003461496,0.0005442944],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005051072,"about_ca_system_score_gemma":0.0003611324,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002819526,"about_ca_topic_score_gemma":0.002126854,"domain_scores_codex":[0.9996544,0.00007385392,0.00001669965,0.00006684366,0.0001043324,0.00008379079],"domain_scores_gemma":[0.9978712,0.001211028,0.0003387304,0.0001440228,0.0003779985,0.00005698829],"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":[0.001283986,0.0001800076,0.03216031,0.0005620025,0.0001256606,0.001261292,0.0003436101,0.7069423,0.1607922,0.006299802,0.001174401,0.08887437],"study_design_scores_gemma":[0.0000356149,0.0007016901,0.06767341,0.0001134458,0.0002383423,0.0006408088,0.000447143,0.8707479,0.05510104,0.001908336,0.002315167,0.00007709911],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9105122,0.0005744321,0.08096291,0.00006005991,0.00002518128,0.00005633305,0.0002483955,0.000441052,0.00711947],"genre_scores_gemma":[0.9977893,0.00005429818,0.001497144,0.000002733208,0.000002711542,0.000007313914,0.00003912238,0.00001787044,0.0005894388],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003175478,"threshold_uncertainty_score":0.01062298,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2912539183","doi":"10.1007/s11440-019-00762-5","title":"A dual-porosity model for the study of chemical effects on the swelling behaviour of MX-80 bentonite","year":2019,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Canadian Nuclear Safety Commission","funders":"Canadian Nuclear Safety Commission","keywords":"Swelling; Bentonite; Microporous material; Porosity; Materials science; Composite material; Brine; Permeability (electromagnetism); Void ratio; Infiltration (HVAC); Porous medium; Geotechnical engineering; Thermodynamics; Chemistry; Geology","authors":[{"name":"Zhenze Li","is_ca":false},{"name":"Grant Su","is_ca":true},{"name":"Quinn Zheng","is_ca":true},{"name":"T.S. Nguyen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01250977789522557,"gpt":0.2182424969262051,"spread":0.2057327190309796,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002970293,0.0005970693,0.0005915076,0.0004812011,0.0002243404,0.0005402919,0.00131007,0.001411787,0.001029761],"category_scores_gemma":[0.0006458084,0.0004177697,0.0007893509,0.0002949313,0.0005858495,0.0008288346,0.0005232891,0.0008362902,0.0003147673],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007163351,"about_ca_system_score_gemma":0.0006467412,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005245899,"about_ca_topic_score_gemma":0.003022166,"domain_scores_codex":[0.9998389,0.00002754546,0.000008443444,0.00004458874,0.00004738351,0.0000329814],"domain_scores_gemma":[0.9997874,0.00009134838,0.00004500085,0.0000186426,0.00004172477,0.00001585655],"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":[0.00008178873,0.0001103746,0.0006318145,0.0001202039,0.00002674685,0.0001646934,0.00006110446,0.9290613,0.05250456,0.01270627,0.0001773074,0.00435383],"study_design_scores_gemma":[0.000005275576,0.00001616589,0.0001488761,0.000001554007,0.000003553879,0.00001707929,0.000002770415,0.998328,0.0007052123,0.0005665778,0.0002002011,0.000004808027],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2800499,0.001067777,0.7079223,0.0004505777,0.00009104658,0.0001719722,0.0005452278,0.0003446745,0.009356531],"genre_scores_gemma":[0.9625605,0.0007823758,0.02393294,0.0000692397,0.00003657992,0.0003318316,0.0002286974,0.00005381718,0.0120039],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005245899,"threshold_uncertainty_score":0.01043069,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2440611119","doi":"10.1007/s11440-016-0473-5","title":"A porous media finite element approach for soil instability including the second-order work criterion","year":2016,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Instability; Isochoric process; Geotechnical engineering; Porous medium; Mechanics; Cavitation; Work (physics); Plasticity; Slippage; Boundary value problem; Finite element method; Stress (linguistics); Geomechanics; Effective stress; Geology; Materials science; Porosity; Mathematics; Structural engineering; Physics; Engineering; Thermodynamics; Mathematical analysis; Composite material","authors":[{"name":"Evanthia Kakogiannou","is_ca":false},{"name":"Lorenzo Sanavia","is_ca":false},{"name":"François Nicot","is_ca":true},{"name":"Félix Darve","is_ca":false},{"name":"Bernhard A. Schrefler","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01857488074351411,"gpt":0.234553972166591,"spread":0.2159790914230769,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003223369,0.0005393218,0.0007674482,0.000759798,0.0005233084,0.0008307517,0.00131588,0.001535805,0.002651054],"category_scores_gemma":[0.001078362,0.0003995984,0.0006693859,0.0004425759,0.0007002695,0.0008139954,0.00125534,0.0008471798,0.0006109258],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004056948,"about_ca_system_score_gemma":0.0008725783,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004678308,"about_ca_topic_score_gemma":0.005239202,"domain_scores_codex":[0.9998488,0.00003912511,0.000007678863,0.00001778362,0.00006971545,0.00001683923],"domain_scores_gemma":[0.9997166,0.0001463241,0.00002361914,0.0000197023,0.00007499621,0.00001886326],"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":[0.00004917746,0.00009794918,0.0004605162,0.0001106067,0.00003313981,0.0001578126,0.0001161892,0.9018394,0.009309593,0.05613875,0.0008300648,0.0308568],"study_design_scores_gemma":[0.000004456723,0.000009581741,0.00003942837,0.000006220816,0.000003547724,0.00001370206,0.00001223273,0.9958417,0.0004163753,0.002799107,0.0008487253,0.000004939606],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01157765,0.0001648661,0.9789873,0.0001575842,0.00006604578,0.00004998584,0.00005846145,0.0001135576,0.008824587],"genre_scores_gemma":[0.5583652,0.0007396208,0.4133488,0.0002307597,0.0001497845,0.0005100632,0.0002071703,0.0003394498,0.02610915],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.004678308,"threshold_uncertainty_score":0.009302139,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3166734687","doi":"10.1007/s11440-021-01239-0","title":"Evolution of granular media under constant-volume multidirectional cyclic shearing","year":2021,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shearing (physics); Liquefaction; Anisotropy; Materials science; Solid mechanics; Granular material; Mechanics; Stress path; Shear stress; Shear (geology); Cauchy stress tensor; Geotechnical engineering; Composite material; Classical mechanics; Physics; Geology; Optics","authors":[{"name":"Ming Yang","is_ca":true},{"name":"Mahdi Taiebat","is_ca":true},{"name":"Patrick Mutabaruka","is_ca":false},{"name":"Farhang Radjaï","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007803691973042748,"gpt":0.1884631846737067,"spread":0.180659492700664,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001652265,0.000382764,0.0003431616,0.0009606603,0.0006024362,0.002179481,0.0004400707,0.0009469453,0.001430259],"category_scores_gemma":[0.001095602,0.0002744081,0.0002491765,0.000548062,0.001392301,0.0009094805,0.0008260022,0.0003878731,0.0001567407],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007805783,"about_ca_system_score_gemma":0.0005090726,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00491881,"about_ca_topic_score_gemma":0.002357366,"domain_scores_codex":[0.9998877,0.00001491277,0.000005601438,0.00002417721,0.00002660176,0.0000410123],"domain_scores_gemma":[0.9995041,0.0001111907,0.0001350957,0.00003719404,0.00007881311,0.0001336956],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.001845968,0.0005979007,0.02552614,0.0002585949,0.0001274645,0.00497839,0.000939618,0.56067,0.3148526,0.06506822,0.001906252,0.02322882],"study_design_scores_gemma":[0.00009580104,0.000156765,0.02467454,0.00002562286,0.00003263644,0.0004871014,0.0005355258,0.9373493,0.02196699,0.01366621,0.0009205996,0.00008893698],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9864693,0.0001971145,0.00725766,0.0002308725,0.00004441114,0.00002256852,0.0002081551,0.0001290378,0.005440801],"genre_scores_gemma":[0.9981667,0.00005396415,0.0005897934,0.00002117757,0.000006645168,0.000003753639,0.00005546411,0.0000181353,0.001084308],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00491881,"threshold_uncertainty_score":0.009780347,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4309582100","doi":"10.1007/s11440-022-01747-7","title":"Physical and analytical modeling of soil loss caused by a defective sewer pipe with different defect locations","year":2022,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Erosion; Particle image velocimetry; Flow (mathematics); Geotechnical engineering; Hydraulic head; Water flow; Solid mechanics; Pipe flow; Geology; Environmental science; Soil science; Materials science; Mechanics; Geomorphology; Turbulence; Composite material","authors":[{"name":"Yao Tang","is_ca":false},{"name":"David Z. Zhu","is_ca":true},{"name":"Dave Chan","is_ca":true},{"name":"Shuai Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005439732303305462,"gpt":0.1961199866786228,"spread":0.1906802543753174,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001721144,0.0004230505,0.0003418149,0.0005391566,0.0002733701,0.0004489686,0.0007911597,0.00103332,0.001308487],"category_scores_gemma":[0.000606091,0.0003108902,0.0005232891,0.0005276828,0.0006232772,0.0004524521,0.0002701076,0.0002660349,0.0001720337],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003938375,"about_ca_system_score_gemma":0.0003613098,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006019643,"about_ca_topic_score_gemma":0.003455454,"domain_scores_codex":[0.9998764,0.00002603184,0.000004662189,0.00002109373,0.00004396983,0.00002781968],"domain_scores_gemma":[0.9996854,0.0001135918,0.00006263171,0.00003385707,0.00008714056,0.00001741088],"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":[0.00008516524,0.0000572253,0.002289178,0.00004162841,0.00001388027,0.0003567734,0.00006706561,0.9822226,0.01051058,0.0007975749,0.0002072619,0.003351218],"study_design_scores_gemma":[0.000006194161,0.00003898857,0.001616521,0.000002739514,0.000008912252,0.00005696826,0.00003709934,0.9966419,0.001288494,0.0001878921,0.0001086981,0.000005657479],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9308087,0.0002405866,0.05749571,0.0001934597,0.00003916898,0.00003226414,0.0002001897,0.0003816329,0.0106083],"genre_scores_gemma":[0.9971957,0.00006944439,0.001034142,0.000006206339,0.000003751505,0.000007048616,0.00002783399,0.00001085938,0.00164492],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006019643,"threshold_uncertainty_score":0.01196921,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3102420731","doi":"10.1007/s11440-020-01098-1","title":"Dynamic characteristics of multiscale longitudinal stress and particle rotation in ballast track under vertical cyclic loads","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Young Scientists Fund","keywords":"Ballast; Stress (linguistics); Track (disk drive); Materials science; Mechanics; Particle (ecology); Abrasion (mechanical); Contact area; Geotechnical engineering; Solid mechanics; Structural engineering; Composite material; Geology; Engineering; Mechanical engineering; Physics","authors":[{"name":"Longlong Fu","is_ca":false},{"name":"Shunhua Zhou","is_ca":false},{"name":"Peijun Guo","is_ca":true},{"name":"Zhekan Tian","is_ca":false},{"name":"Yuexiao Zheng","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008834659464004057,"gpt":0.2111425922163297,"spread":0.2023079327523257,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001498274,0.0001879663,0.0002750821,0.0004873505,0.0003411277,0.0004620804,0.0002511243,0.000387485,0.001146315],"category_scores_gemma":[0.0005842271,0.0001398682,0.0001913457,0.0003418586,0.0006088725,0.0004417049,0.000303339,0.0001795485,0.000114635],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003011387,"about_ca_system_score_gemma":0.0002557598,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004368247,"about_ca_topic_score_gemma":0.002314989,"domain_scores_codex":[0.9999219,0.000007601473,0.000003098657,0.00002480945,0.00001924014,0.00002333558],"domain_scores_gemma":[0.999741,0.00006227752,0.00006653462,0.00001967589,0.0000640345,0.00004654204],"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":[0.001965093,0.0006192226,0.1628201,0.0001560749,0.0001565458,0.0027455,0.001526588,0.5080684,0.2623975,0.01002312,0.00165241,0.04786942],"study_design_scores_gemma":[0.00001678953,0.0001874706,0.1022663,0.000006794565,0.00002125142,0.0001641931,0.0003717174,0.8898476,0.005914539,0.0008982611,0.0002635221,0.00004155258],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969223,0.0000335808,0.002273197,0.00002919522,0.000004740359,0.00000348477,0.00003689826,0.00002769483,0.0006688893],"genre_scores_gemma":[0.9996766,0.00001168794,0.00009515828,0.000002272121,0.000002150001,0.000001502045,0.00002151618,0.000003496451,0.0001856833],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004368247,"threshold_uncertainty_score":0.008685648,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3097733152","doi":"10.1007/s11440-020-01104-6","title":"Liquefaction resistance from cyclic simple and triaxial shearing: a comparative study","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Liquefaction; Shearing (physics); Geotechnical engineering; Solid mechanics; Shear stress; Triaxial shear test; Cyclic stress; Effective stress; Simple shear; Shear (geology); Geology; Materials science; Structural engineering; Engineering; Composite material","authors":[{"name":"Marwan Khashila","is_ca":true},{"name":"Mahmoud N. Hussien","is_ca":true},{"name":"Mourad Karray","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02753265696870132,"gpt":0.234152648178383,"spread":0.2066199912096817,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006419904,0.0003365177,0.000633136,0.001311316,0.0003226029,0.0004274303,0.0004027186,0.0003992436,0.003306245],"category_scores_gemma":[0.001390474,0.0001558667,0.0006632146,0.001110465,0.0005474524,0.0005641204,0.0002767248,0.0003008922,0.0003510734],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002749143,"about_ca_system_score_gemma":0.000224272,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002079962,"about_ca_topic_score_gemma":0.00137886,"domain_scores_codex":[0.999769,0.0000405887,0.00002081309,0.0000307123,0.00009746033,0.0000413397],"domain_scores_gemma":[0.9989231,0.0005623882,0.0001765614,0.00008920534,0.0001897395,0.00005898397],"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":[0.01949078,0.001373205,0.08710955,0.00132802,0.0003891543,0.001889187,0.001839245,0.01008765,0.724603,0.0007657036,0.0005715358,0.150553],"study_design_scores_gemma":[0.0001574044,0.01740105,0.5783549,0.0001080839,0.0008194129,0.002117939,0.002125979,0.02039385,0.3743534,0.0005154486,0.003543233,0.0001092743],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980859,0.0007257265,0.0003209571,0.000008540103,0.000003674766,0.000006415437,0.0000643867,0.000006928325,0.0007775305],"genre_scores_gemma":[0.9987069,0.00052505,0.00009909178,0.000005050204,0.000005779296,0.000003789642,0.00009553184,0.000004987646,0.0005537156],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003306245,"threshold_uncertainty_score":0.01106048,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4323051531","doi":"10.1007/s11440-023-01850-3","title":"Development and application of a novel probabilistic back-analysis framework for geotechnical parameters in shield tunneling based on the surrogate model and Bayesian theory","year":2023,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":28,"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":"National Natural Science Foundation of China","keywords":"Randomness; Probabilistic logic; Surrogate model; Finite element method; Engineering; Bayesian inference; Displacement (psychology); Geotechnical engineering; Bayesian probability; Structural engineering; Computer science; Mathematics; Machine learning; Artificial intelligence; Statistics","authors":[{"name":"Quansheng Liu","is_ca":false},{"name":"Yiming Lei","is_ca":false},{"name":"Xin Yin","is_ca":false},{"name":"Jinshan Lei","is_ca":false},{"name":"Yucong Pan","is_ca":false},{"name":"Lei Sun","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01960672890830058,"gpt":0.2340248344392949,"spread":0.2144181055309944,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002258796,0.001011411,0.001513057,0.001173941,0.0006962287,0.002017552,0.002014419,0.001785526,0.003466822],"category_scores_gemma":[0.004034253,0.0007675188,0.001710211,0.001041978,0.00120998,0.002270541,0.002489256,0.002223924,0.0008260944],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007888208,"about_ca_system_score_gemma":0.002046224,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002923971,"about_ca_topic_score_gemma":0.002729466,"domain_scores_codex":[0.9989868,0.0003395594,0.0000492906,0.0001220829,0.0004461977,0.00005608597],"domain_scores_gemma":[0.9987735,0.0005127302,0.0001564395,0.0001421658,0.0003452243,0.00006987419],"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":[0.00003046936,0.00005303138,0.0004711702,0.0001042284,0.00004547817,0.0001253556,0.00008840674,0.7914648,0.00436058,0.1733834,0.000856685,0.02901641],"study_design_scores_gemma":[0.000002512151,0.00001066852,0.00004630397,0.000009124236,0.000005779664,0.00003043777,0.000006129469,0.9811203,0.0003891035,0.01755766,0.0008136766,0.00000825143],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0006202443,0.00003808893,0.9985857,0.00003409773,0.000009536837,0.000008062815,0.00001165295,0.00004021654,0.000652416],"genre_scores_gemma":[0.2761078,0.0007875175,0.7147664,0.0001711082,0.0001543701,0.0002429122,0.0003260043,0.0004018747,0.007042025],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.003466822,"threshold_uncertainty_score":0.01194578,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2564562598","doi":"10.1007/s11440-016-0520-2","title":"Shear wave velocity as function of cone penetration resistance and grain size for Holocene-age uncemented soils: a new perspective","year":2017,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":27,"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":"Cone penetration test; Soil water; Dimensionless quantity; Shear (geology); Geology; Grain size; Geotechnical engineering; Soil science; Penetration test; Gradation; Stiffness; Mineralogy; Mathematics; Materials science; Geomorphology; Physics; Mechanics; Subgrade; Composite material; Petrology","authors":[{"name":"Mourad Karray","is_ca":true},{"name":"Mahmoud N. Hussien","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0170601975709906,"gpt":0.2360615608059809,"spread":0.2190013632349903,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002415587,0.000279972,0.0002669893,0.0009364322,0.0001727901,0.0008767871,0.0003589282,0.0004862392,0.001401749],"category_scores_gemma":[0.001270387,0.0002112344,0.0001849009,0.001153555,0.00056317,0.001172686,0.0002314429,0.0003987658,0.0002330383],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002941063,"about_ca_system_score_gemma":0.0001452307,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009545711,"about_ca_topic_score_gemma":0.01495088,"domain_scores_codex":[0.9999492,0.000004554669,0.000005604214,0.00001898592,0.000009221212,0.00001245159],"domain_scores_gemma":[0.9995183,0.0002427501,0.00008284336,0.00004169592,0.00008406494,0.00003033434],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0009179782,0.000199125,0.7889235,0.000232793,0.0001375505,0.0007826641,0.001585098,0.021898,0.09157521,0.005080828,0.0005887209,0.08807851],"study_design_scores_gemma":[0.00000950575,0.0001254556,0.9820306,0.00002206203,0.00004943802,0.0003093347,0.0005807608,0.008630107,0.005127978,0.001015497,0.002062597,0.00003657317],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9956723,0.0009928347,0.001066655,0.00006476886,0.000005950963,0.00000110702,0.0001945032,0.00002182909,0.001980081],"genre_scores_gemma":[0.9991346,0.0003482805,0.0001933687,0.000005735557,0.000006602014,4.293753e-7,0.00006454601,0.000004832647,0.0002417316],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009545711,"threshold_uncertainty_score":0.01898032,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2899504809","doi":"10.1007/s11440-018-0750-6","title":"Field loading tests of screw micropiles under axial cyclic and monotonic loads","year":2018,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta; Klohn Crippen Berger (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Solid mechanics; Pile; Materials science; Strain gauge; Structural engineering; Geology; Composite material; Engineering","authors":[{"name":"Zhengyang Guo","is_ca":true},{"name":"Mujtaba Khidri","is_ca":true},{"name":"Lijun Deng","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008278911508147654,"gpt":0.2235389833964204,"spread":0.2152600718882727,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004322207,0.0004275962,0.0003100797,0.0007575105,0.0005520646,0.0002734606,0.0005672232,0.0006820484,0.005393079],"category_scores_gemma":[0.00132791,0.0002726644,0.0002861764,0.0004441616,0.0006565815,0.0006108807,0.0004511139,0.0004008754,0.0004675905],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003018263,"about_ca_system_score_gemma":0.0003909958,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001973299,"about_ca_topic_score_gemma":0.001830254,"domain_scores_codex":[0.9995604,0.00005348719,0.0000326502,0.00006601714,0.0001464407,0.0001409236],"domain_scores_gemma":[0.9985897,0.0006038722,0.0001532205,0.0001538059,0.0003251459,0.000174242],"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":[0.004702622,0.0004748938,0.004546307,0.000164334,0.00002047906,0.0002448454,0.0004253492,0.005887771,0.9668928,0.0003400691,0.0004053449,0.01589524],"study_design_scores_gemma":[0.000153759,0.01109608,0.05997021,0.00005339937,0.00005158103,0.0002109804,0.0007065142,0.01666081,0.9092433,0.000262024,0.001527532,0.00006365265],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981509,0.00003656294,0.0008266729,0.00001491384,0.000007747889,0.00002036386,0.0001981485,0.00004702607,0.0006976657],"genre_scores_gemma":[0.9985226,0.00004078741,0.0003312805,0.000009310443,0.000004055962,0.00001846957,0.0001721973,0.00001052158,0.0008908339],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005393079,"threshold_uncertainty_score":0.01804167,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4383373302","doi":"10.1007/s11440-023-01963-9","title":"Critical state analysis of two compacted filtered iron ore tailings with different gradings and mineralogy at different stages of treatment","year":2023,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Tailings; Shearing (physics); Compaction; Solid mechanics; Geotechnical engineering; Materials science; Structural material; Stress path; Geology; Compression (physics); Metallurgy; Composite material; Shear (geology)","authors":[{"name":"Nilo César Consoli","is_ca":false},{"name":"João Paulo de Sousa Silva","is_ca":false},{"name":"Alexia Cindy Wagner","is_ca":false},{"name":"João Vítor de Azambuja Carvalho","is_ca":false},{"name":"Béatrice Anne Baudet","is_ca":false},{"name":"M. R. Coop","is_ca":false},{"name":"Hugo Carlos Scheuermann Filho","is_ca":false},{"name":"Inácio Carvalho","is_ca":false},{"name":"Gustavo Marçal de Sousa","is_ca":false},{"name":"Pedro Pazzoto Cacciari","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0121057807284035,"gpt":0.236184337792124,"spread":0.2240785570637205,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001771756,0.0001824202,0.0003721834,0.0005095396,0.000471786,0.0005289572,0.0003388911,0.0005704106,0.002173802],"category_scores_gemma":[0.0003639119,0.0001125464,0.0003916557,0.0002402094,0.0006926269,0.0002872657,0.0001776889,0.0002816759,0.0001407002],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006928064,"about_ca_system_score_gemma":0.0004338591,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009639286,"about_ca_topic_score_gemma":0.007925432,"domain_scores_codex":[0.9999049,0.00000526349,0.000003691247,0.00002052805,0.00003976079,0.00002578483],"domain_scores_gemma":[0.9997451,0.00007650995,0.00003064573,0.00001730087,0.0001132813,0.0000171827],"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":[0.00258131,0.0002944259,0.01208206,0.0003292052,0.0001159505,0.0009987938,0.0006839773,0.2203597,0.7319636,0.0077006,0.001264314,0.02162608],"study_design_scores_gemma":[0.00007181804,0.0008828419,0.04296205,0.00002596403,0.0001088105,0.0001330186,0.0006786918,0.7328932,0.2177642,0.00243487,0.001964968,0.00007946441],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9936572,0.00007948998,0.004556785,0.00003444433,0.00001365685,0.000009715275,0.00008741855,0.00004757816,0.001513734],"genre_scores_gemma":[0.9984245,0.0000133788,0.0003512634,0.000004127196,0.000001100841,0.000003796227,0.00004585834,0.000004661292,0.001151328],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009639286,"threshold_uncertainty_score":0.01916635,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4390650965","doi":"10.1007/s11440-023-02169-9","title":"Effect of particle shape on cyclic liquefaction resistance of granular materials","year":2024,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Solid mechanics; Liquefaction; Materials science; Particle (ecology); Granular material; Composite material; Geotechnical engineering; Geology","authors":[{"name":"Sounik Kumar Banerjee","is_ca":true},{"name":"Ming Yang","is_ca":false},{"name":"Mahdi Taiebat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004677275672086541,"gpt":0.2136711160382716,"spread":0.208993840366185,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002590938,0.0002284017,0.0002751812,0.0002942527,0.0002614222,0.0005521349,0.000254131,0.0003714968,0.002175039],"category_scores_gemma":[0.001714231,0.0002222716,0.0002154028,0.0003124984,0.0003660565,0.0003767977,0.0002412213,0.0003662911,0.0002623654],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002647975,"about_ca_system_score_gemma":0.0001791736,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001077625,"about_ca_topic_score_gemma":0.001327236,"domain_scores_codex":[0.9998,0.00002579056,0.00001885119,0.00004187435,0.00005521492,0.00005829812],"domain_scores_gemma":[0.9987242,0.0005933507,0.0001931929,0.0001169886,0.0002108701,0.0001614523],"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":[0.003556076,0.0001720261,0.003591831,0.0001849468,0.00004310191,0.00038686,0.0002743718,0.006801611,0.9705213,0.0001683536,0.0002017492,0.01409761],"study_design_scores_gemma":[0.00004699857,0.001432455,0.01999237,0.00001644963,0.00006962958,0.0001376599,0.000224746,0.01194333,0.9655465,0.00006817721,0.0004859187,0.00003577209],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989982,0.0002349394,0.0002307642,0.00001689562,0.00001511354,0.000003217248,0.0000401039,0.00001742849,0.0004434205],"genre_scores_gemma":[0.9996371,0.00006430211,0.00007962879,0.000008894742,0.000002548838,0.000001487605,0.00002569661,0.000008191867,0.0001722314],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002175039,"threshold_uncertainty_score":0.007276237,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2947698804","doi":"10.1007/s11440-019-00819-5","title":"Improved discrete element modeling for proppant embedment into rock surfaces","year":2019,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Postdoctoral Science Foundation; Mitacs; National Natural Science Foundation of China","keywords":"Brinell scale; Indentation; Embedment; Modulus; Materials science; Siltstone; Discrete element method; Geotechnical engineering; Solid mechanics; Composite material; Young's modulus; Mechanics; Geology; Physics","authors":[{"name":"Wenbo Zheng","is_ca":true},{"name":"Dwayne D. Tannant","is_ca":true},{"name":"Xiaojun Cui","is_ca":false},{"name":"Cong Xu","is_ca":true},{"name":"Xinli Hu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008731522543565073,"gpt":0.220151631584967,"spread":0.2114201090414019,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002491955,0.0005251995,0.0006924997,0.0004634523,0.0002809367,0.0008260935,0.001127485,0.001208692,0.002897032],"category_scores_gemma":[0.0006781933,0.0004531932,0.0006019254,0.0003743323,0.0005085386,0.0006652387,0.0007500891,0.0007714177,0.0006427983],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003538862,"about_ca_system_score_gemma":0.0005158178,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00313969,"about_ca_topic_score_gemma":0.00324159,"domain_scores_codex":[0.9998005,0.00003690991,0.000009556228,0.00002440699,0.0001113918,0.00001723816],"domain_scores_gemma":[0.9998142,0.00006097791,0.00002282937,0.00003473575,0.00005531601,0.00001189736],"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":[0.00002804083,0.00003427189,0.0003062095,0.00004465376,0.000009514019,0.00007337789,0.00006428652,0.9744634,0.00953709,0.005682628,0.0001569395,0.009599551],"study_design_scores_gemma":[0.00000180871,0.000009099361,0.00003937289,0.000002223653,0.000001634782,0.000009370576,0.000007213532,0.998405,0.0009074647,0.0002689338,0.0003456798,0.000002132808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05195323,0.00009597183,0.9399396,0.00009249743,0.00004336475,0.00003868873,0.00008507126,0.0003231207,0.007428495],"genre_scores_gemma":[0.8578764,0.0002294583,0.1278454,0.00004070175,0.00001638941,0.0001008836,0.0001605871,0.0002064488,0.01352374],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00313969,"threshold_uncertainty_score":0.009691536,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2084890277","doi":"10.1007/s11440-010-0109-0","title":"Passive earth pressure on embedded vertical plate anchors in sand","year":2011,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Embedment; Lateral earth pressure; Geotechnical engineering; Consolidation (business); Shearing (physics); Mohr–Coulomb theory; Finite element method; Structural engineering; Solid mechanics; Foundation (evidence); Geology; Overburden pressure; Engineering; Materials science; Composite material","authors":[{"name":"Adel Hanna","is_ca":true},{"name":"Farhana Rahman","is_ca":true},{"name":"Tahar Ayadat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01180908253591781,"gpt":0.1921235603215703,"spread":0.1803144777856525,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009504641,0.0003319976,0.0005501314,0.0004866045,0.0003944996,0.0009065455,0.0005386213,0.0006643488,0.003144275],"category_scores_gemma":[0.0008582842,0.0002496225,0.0001448321,0.000358992,0.001001056,0.0007793586,0.001075747,0.0004411745,0.0004675312],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003592128,"about_ca_system_score_gemma":0.0003145327,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002490125,"about_ca_topic_score_gemma":0.00109496,"domain_scores_codex":[0.9998699,0.0000168767,0.000005309617,0.00002957464,0.0000393269,0.0000389073],"domain_scores_gemma":[0.9997714,0.00007296236,0.0000310711,0.0000209074,0.00005524484,0.0000482635],"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":[0.004211386,0.0008563052,0.02683162,0.0003519522,0.0001300828,0.008345698,0.0009657723,0.4076874,0.4812771,0.02928999,0.001956309,0.0380964],"study_design_scores_gemma":[0.0002459441,0.0008999385,0.05548481,0.00003103756,0.0000680755,0.0005777954,0.001212465,0.8662136,0.06700298,0.007016402,0.001156879,0.00009010613],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9921714,0.00006983193,0.003504295,0.00006419876,0.00002879837,0.00001033354,0.00007865445,0.00007516678,0.003997426],"genre_scores_gemma":[0.99819,0.00003429033,0.0001511077,0.000002923565,0.000005653442,0.000002039644,0.00001949425,0.000004926216,0.001589539],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003144275,"threshold_uncertainty_score":0.01051861,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4210458137","doi":"10.1007/s11440-022-01474-z","title":"Experimental study on dynamic characteristics of granular materials under axial high-frequency vibration","year":2022,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"International Cooperation and Exchange Programme","keywords":"Vibration; Materials science; Solid mechanics; Overburden pressure; Granular material; Geotechnical engineering; Structural engineering; Reduction (mathematics); Shearing (physics); Stress (linguistics); Cylinder stress; Mechanics; Geology; Composite material; Engineering; Physics; Ultimate tensile strength; Acoustics; Mathematics","authors":[{"name":"Weitao Ye","is_ca":false},{"name":"Longlong Fu","is_ca":false},{"name":"Yao Shan","is_ca":false},{"name":"Ning Dai","is_ca":false},{"name":"Peijun Guo","is_ca":true},{"name":"Shunhua Zhou","is_ca":false},{"name":"Frank Rackwitz","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007610697483322564,"gpt":0.2118165428247719,"spread":0.2042058453414494,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002846246,0.0002692075,0.0002671278,0.0002881608,0.0004109735,0.0001804391,0.0002966436,0.0004153065,0.002784454],"category_scores_gemma":[0.000617715,0.0001555682,0.0001908705,0.0002620464,0.000532364,0.0003671414,0.0002941924,0.0002438242,0.0002186009],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001113875,"about_ca_system_score_gemma":0.0001037778,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003518548,"about_ca_topic_score_gemma":0.0003600085,"domain_scores_codex":[0.9997672,0.00003088615,0.00001237883,0.00004540434,0.0000878147,0.00005624146],"domain_scores_gemma":[0.9992717,0.0003190407,0.00007958709,0.0001024908,0.0001607187,0.00006656063],"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":[0.00102061,0.0001892213,0.0014741,0.00007313945,0.000005701805,0.00009807032,0.0001543298,0.0007023751,0.9929641,0.0001210019,0.00005157539,0.003145719],"study_design_scores_gemma":[0.0001238562,0.005130727,0.05151602,0.00001459325,0.00005507021,0.0003731527,0.0006726988,0.01096751,0.9295533,0.0002357355,0.001320392,0.00003685917],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981576,0.0000412029,0.001227575,0.00001032152,0.000007687052,0.000006351403,0.00004304602,0.00001272811,0.0004935428],"genre_scores_gemma":[0.9992442,0.00002311597,0.0002965251,0.000003363211,0.000003086383,0.000003552367,0.00003324766,0.000003365059,0.0003896081],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002784454,"threshold_uncertainty_score":0.009314954,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4321437292","doi":"10.1007/s11440-023-01836-1","title":"Dynamic compression properties of a saturated white sandstone under ambient sub-zero temperatures","year":2023,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":19,"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":"Tianjin Research Innovation Project for Postgraduate Students; National Natural Science Foundation of China","keywords":"Materials science; Composite material; Compression (physics); Porosity; Compressive strength; Geotechnical engineering; Geology","authors":[{"name":"Ying Xu","is_ca":false},{"name":"Fu Yan","is_ca":false},{"name":"Yuxin Yang","is_ca":false},{"name":"Wei Yao","is_ca":false},{"name":"Kaiwen Xia","is_ca":true},{"name":"Jianbing Peng","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03037590666340357,"gpt":0.2385980834972111,"spread":0.2082221768338075,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005379632,0.000114839,0.0001207272,0.0003998522,0.000286853,0.0002822947,0.0002098745,0.0001581023,0.00248615],"category_scores_gemma":[0.0002156502,0.0001049681,0.0001026368,0.0003844892,0.0004350531,0.0001764764,0.000208866,0.0001192765,0.0002412399],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002184615,"about_ca_system_score_gemma":0.000246961,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02061713,"about_ca_topic_score_gemma":0.01503386,"domain_scores_codex":[0.9999599,0.000001939974,0.000003184105,0.00001042717,0.00001082999,0.00001363824],"domain_scores_gemma":[0.9998944,0.00002634379,0.00001329007,0.000007132355,0.00003355831,0.00002523629],"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":[0.003954992,0.0002379407,0.1615162,0.00009947186,0.00005908601,0.001399042,0.0006877102,0.009100528,0.8091581,0.0006282823,0.0003918297,0.01276669],"study_design_scores_gemma":[0.00004251933,0.0005761466,0.849021,0.00001027571,0.00005174185,0.0004283579,0.001373632,0.02992745,0.1171992,0.0002393884,0.001091807,0.00003854321],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994084,0.000007438081,0.00003923541,0.000002986038,7.123353e-7,7.383214e-7,0.0000907351,0.000003542631,0.0004462649],"genre_scores_gemma":[0.9996953,0.000005869877,0.00001247136,0.000001442225,3.749632e-7,5.384085e-7,0.00005839294,8.48016e-7,0.0002247509],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02061713,"threshold_uncertainty_score":0.04099423,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2068233059","doi":"10.1007/s11440-015-0373-0","title":"Experimental evaluation of the performance of earth levees deteriorated by wildlife activities","year":2015,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Centrifuge; Levee; Geotechnical engineering; Geology; Lateral earth pressure; Deformation (meteorology); Pore water pressure","authors":[{"name":"Gholamreza Saghaee","is_ca":true},{"name":"Ahmad Mousa","is_ca":false},{"name":"Mohamed A. Meguid","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02232274533527213,"gpt":0.2328678422055996,"spread":0.2105450968703275,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004083101,0.0005159235,0.0004293227,0.0004412534,0.0005179652,0.000298233,0.000509256,0.0007055592,0.003580534],"category_scores_gemma":[0.001274822,0.0002232701,0.0005073526,0.0002314846,0.0004338548,0.000409753,0.0005399447,0.0005576435,0.00040221],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002470286,"about_ca_system_score_gemma":0.0003132695,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002605791,"about_ca_topic_score_gemma":0.002492804,"domain_scores_codex":[0.9996985,0.00003515763,0.00002950299,0.00005956636,0.00006760176,0.0001096819],"domain_scores_gemma":[0.9989774,0.0003217832,0.0001328817,0.0001360146,0.0002371425,0.0001947918],"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":[0.01422793,0.005385492,0.01631348,0.0002471945,0.0001245115,0.0003202528,0.0005465735,0.01182995,0.9403203,0.0001945982,0.0001463717,0.01034331],"study_design_scores_gemma":[0.0004231744,0.1459737,0.1090463,0.00004843061,0.0002889084,0.0004067987,0.001234047,0.0270743,0.714111,0.0002264532,0.001094824,0.00007198017],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994782,0.00001781858,0.0002492653,0.000003732318,0.000005941008,0.0000113731,0.00005957703,0.000008152831,0.0001659599],"genre_scores_gemma":[0.9983562,0.00003902071,0.0003199825,0.000005901667,0.000003418911,0.00001815302,0.0001910819,0.000005647199,0.001060641],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003580534,"threshold_uncertainty_score":0.01197809,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4283574645","doi":"10.1007/s11440-022-01575-9","title":"Grain-scale analysis of proppant crushing and embedment using calibrated discrete element models","year":2022,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia; University of Northern British Columbia","funders":"Monash University","keywords":"Embedment; Geology; Geotechnical engineering; Caprock; Fracture (geology); Coalescence (physics); Discrete element method; Petroleum engineering; Micromodel; Porosity; Porous medium","authors":[{"name":"Kasun Bandara","is_ca":false},{"name":"P.G. Ranjith","is_ca":false},{"name":"Wenbo Zheng","is_ca":true},{"name":"Dwayne D. Tannant","is_ca":true},{"name":"V.R.S. De Silva","is_ca":false},{"name":"T.D. Rathnaweera","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01912618667865428,"gpt":0.2292074006004698,"spread":0.2100812139218156,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001907735,0.0003755632,0.0002706159,0.0005498344,0.00015788,0.0003853541,0.0004091565,0.0006241752,0.001538515],"category_scores_gemma":[0.0005094109,0.000251011,0.0004284859,0.0003496232,0.0002784421,0.0002252309,0.0002285949,0.0003564898,0.0002015252],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004635869,"about_ca_system_score_gemma":0.0002687302,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005801932,"about_ca_topic_score_gemma":0.004790607,"domain_scores_codex":[0.9999115,0.00001016242,0.000006164386,0.00001863833,0.00004069965,0.00001276529],"domain_scores_gemma":[0.9997831,0.00009897686,0.00002825002,0.00003454294,0.00004215025,0.00001291249],"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":[0.00003817819,0.00004593602,0.003994763,0.00003412432,0.00001375947,0.00005474404,0.0000594123,0.9755422,0.01394893,0.0003764924,0.00008742476,0.005803965],"study_design_scores_gemma":[0.000001837315,0.00001009741,0.001906649,0.000001770623,0.000001969483,0.000006665154,0.00001203599,0.9957802,0.002067603,0.00008344989,0.0001236454,0.000003998244],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8928065,0.00006222909,0.1027613,0.00004907942,0.00001545708,0.00004622375,0.0007874789,0.000643866,0.002827843],"genre_scores_gemma":[0.9897105,0.00003203896,0.009267891,0.000004745628,0.000001138652,0.00002988913,0.0003152966,0.00002831322,0.0006102248],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005801932,"threshold_uncertainty_score":0.01153636,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4293068042","doi":"10.1007/s11440-022-01649-8","title":"Dynamic performance of driven and helical piles in cohesive soil","year":2022,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Pile; Bending moment; Solid mechanics; Geotechnical engineering; Materials science; Finite element method; Structural engineering; Bending; Kinematics; Helix (gastropod); Displacement (psychology); Geology; Mechanics; Engineering; Composite material; Physics; Classical mechanics","authors":[{"name":"A. Fouad Hussein","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003538149748947335,"gpt":0.1726368020066307,"spread":0.1690986522576833,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001231718,0.0002281995,0.0003680428,0.0003442435,0.0003406012,0.0004076159,0.00026379,0.0004505618,0.002480371],"category_scores_gemma":[0.0006259719,0.0001652645,0.000192752,0.0002333542,0.000349342,0.0002487316,0.0003663097,0.000189385,0.0004011323],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002042538,"about_ca_system_score_gemma":0.0002501853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002522735,"about_ca_topic_score_gemma":0.001876218,"domain_scores_codex":[0.9999017,0.00001358158,0.000003904363,0.00001228919,0.00002889565,0.00003964306],"domain_scores_gemma":[0.9996412,0.000144607,0.0000319978,0.00002701089,0.0000652836,0.00008980615],"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":[0.006447776,0.0004070562,0.01086901,0.0002568532,0.00009715199,0.001034772,0.0004724772,0.4821075,0.4739136,0.001139487,0.0006075024,0.02264688],"study_design_scores_gemma":[0.0001086284,0.002458086,0.05557443,0.00003009686,0.0000573252,0.0002243959,0.0006812378,0.8123875,0.1269504,0.0006122933,0.0008455556,0.00007014935],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985025,0.00002727411,0.0005965671,0.00001050159,0.000004597313,0.00000277771,0.00004595684,0.00002347385,0.000786376],"genre_scores_gemma":[0.9995065,0.00001155878,0.00005795864,0.000001918432,5.608968e-7,0.000001141014,0.0000255883,0.000002466896,0.0003923077],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002522735,"threshold_uncertainty_score":0.008297622,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2998462329","doi":"10.1007/s11440-019-00905-8","title":"Investigating the physical characteristics of dense granular flows by coupling the weakly compressible moving particle semi-implicit method with the rheological model","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rheology; Mechanics; Compressibility; Solid mechanics; Flow (mathematics); Shear stress; Granular material; Materials science; Free surface; Geotechnical engineering; Particle (ecology); Geology; Physics; Composite material","authors":[{"name":"Luoyilang Ke","is_ca":true},{"name":"Yee‐Chung Jin","is_ca":true},{"name":"Tibing Xu","is_ca":false},{"name":"Yih‐Chin Tai","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01598752772285881,"gpt":0.2445014905431265,"spread":0.2285139628202677,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004055471,0.0004196511,0.0004647308,0.0005087306,0.0003839927,0.0006537959,0.0006416903,0.0008888999,0.000626658],"category_scores_gemma":[0.001709321,0.0002711084,0.000350903,0.0003643133,0.0009481013,0.0008670899,0.0007154056,0.0006129462,0.0000599645],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002894223,"about_ca_system_score_gemma":0.0005714614,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004646969,"about_ca_topic_score_gemma":0.002407984,"domain_scores_codex":[0.9999179,0.00002808295,0.000004472128,0.00001120944,0.0000231527,0.00001513284],"domain_scores_gemma":[0.9993205,0.0003823605,0.0000943231,0.00005438996,0.00008407564,0.00006425367],"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":[0.0002171194,0.0002157201,0.004922071,0.000143151,0.00005069839,0.000304372,0.0001987944,0.9336448,0.03523291,0.016985,0.0002176743,0.00786771],"study_design_scores_gemma":[0.000005933131,0.000008787493,0.0002997145,0.000001298084,0.000001568216,0.000006139218,0.000007599025,0.9986242,0.0005080871,0.0004999271,0.00003386458,0.000002828729],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8838432,0.0002491445,0.1122455,0.0001913758,0.00004666426,0.0000624307,0.00004800941,0.0001513131,0.003162266],"genre_scores_gemma":[0.9848408,0.00007650507,0.0143295,0.00001810358,0.00001090439,0.00001987467,0.00003475535,0.00002663108,0.0006428839],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004646969,"threshold_uncertainty_score":0.009239793,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2919899038","doi":"10.1007/s11440-019-00786-x","title":"Hydraulic variations in permafrost due to open-pit mining and climate change: a case study in the Canadian Arctic","year":2019,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":16,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Canadian Nuclear Safety Commission; University of Calgary","funders":"Canadian Nuclear Safety Commission; Areva","keywords":"Permafrost; Groundwater; Hydraulic conductivity; Tailings; Geology; Groundwater flow; Environmental science; Geotechnical engineering; Soil water; Hydrology (agriculture); Glacier; Flow (mathematics); Ground freezing; Soil science; Geomorphology; Mechanics; Aquifer; Materials science","authors":[{"name":"Ahmad Booshehrian","is_ca":true},{"name":"Richard Wan","is_ca":true},{"name":"Xueqing Su","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05590024263532838,"gpt":0.2831684776501335,"spread":0.2272682350148051,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000552653,0.0003697352,0.0005095534,0.00132493,0.004889088,0.001880965,0.001468388,0.00139504,0.001307106],"category_scores_gemma":[0.001422502,0.0002795188,0.0007288164,0.003599818,0.00219636,0.0005679604,0.001011921,0.0006745073,0.00009301901],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02595867,"about_ca_system_score_gemma":0.02176859,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9910495,"about_ca_topic_score_gemma":0.9962417,"domain_scores_codex":[0.9993395,0.00005733034,0.00002073733,0.0000720102,0.0001878929,0.0003225372],"domain_scores_gemma":[0.999315,0.0001546002,0.00008253712,0.00003268542,0.0002549429,0.0001602191],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0006407292,0.0005603416,0.8947402,0.0001726113,0.0003377155,0.01179362,0.01029396,0.03649133,0.004027895,0.002592728,0.00351669,0.03483207],"study_design_scores_gemma":[0.00002684806,0.00006681459,0.9617927,0.00004158622,0.00008267041,0.0007100672,0.01883186,0.01338613,0.0005535005,0.0004790518,0.00395204,0.00007658957],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9966919,0.00009750167,0.0001343503,0.0002068635,0.00000645984,0.00001515757,0.0004257934,0.00001131443,0.002410763],"genre_scores_gemma":[0.9989272,0.0001058467,0.0002243151,0.00002740609,0.000003052306,0.000004296321,0.00015187,0.000004389477,0.0005516293],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02595867,"threshold_uncertainty_score":0.1883442,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3038253649","doi":"10.1007/s11440-020-01009-4","title":"Hierarchical multiscale numerical modelling of internal erosion with discrete and finite elements","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"École de Technologie Supérieure","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Solid mechanics; Mechanics; Porosity; Geology; Geotechnical engineering; Engineering; Materials science; Physics; Structural engineering","authors":[{"name":"Pouyan Pirnia","is_ca":true},{"name":"François Duhaime","is_ca":true},{"name":"Yannic Éthier","is_ca":true},{"name":"Jean‐Sébastien Dubé","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01246294607482007,"gpt":0.1986706986777481,"spread":0.1862077526029281,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003665864,0.0003856242,0.0007322424,0.0006052127,0.0003136616,0.001164978,0.0009955387,0.001068572,0.001530032],"category_scores_gemma":[0.001613287,0.0004828331,0.0006529329,0.0004984905,0.0009305173,0.0007060041,0.001294691,0.0007496097,0.0002839123],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005405966,"about_ca_system_score_gemma":0.0006422924,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004371249,"about_ca_topic_score_gemma":0.004363557,"domain_scores_codex":[0.9997346,0.00005527854,0.00002001082,0.00003805203,0.0001231967,0.00002881908],"domain_scores_gemma":[0.999595,0.0001645798,0.00006586629,0.00005622254,0.00007688536,0.0000415109],"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":[0.00002982825,0.00004756959,0.0006166486,0.00004586583,0.00002447347,0.00005801795,0.00007250163,0.965728,0.008154494,0.01560217,0.0001936761,0.009426777],"study_design_scores_gemma":[0.000002338162,0.000005920293,0.0001064055,0.000002491829,0.000002270406,0.000007462493,0.000004275181,0.9984649,0.0002914447,0.0009175816,0.0001919971,0.00000282259],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1134064,0.0002866997,0.8798134,0.0001574931,0.00007802374,0.00004401166,0.00008919807,0.0003761671,0.005748747],"genre_scores_gemma":[0.8746915,0.0002146834,0.1218112,0.00004320722,0.0000263925,0.00006620234,0.00008313316,0.00009443032,0.002969181],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004371249,"threshold_uncertainty_score":0.008691609,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2529405903","doi":"10.1007/s11440-016-0489-x","title":"A discrete element model to link the microseismic energies recorded in caprock to geomechanics","year":2016,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Caprock; Microseism; Geology; Geomechanics; Slip (aerodynamics); Geophone; Quake (natural phenomenon); Seismogram; Seismology; Geotechnical engineering; Physics; Thermodynamics","authors":[{"name":"Cyrus Khazaei","is_ca":true},{"name":"Jim Hazzard","is_ca":false},{"name":"Rick Chalaturnyk","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01235041870845509,"gpt":0.2203677246208613,"spread":0.2080173059124062,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000240852,0.0004362084,0.0004765023,0.0006571133,0.0003694374,0.000842884,0.001253865,0.001551543,0.003757739],"category_scores_gemma":[0.0006519445,0.000415984,0.000431069,0.0006951977,0.0004962783,0.0006363277,0.0005342975,0.0008312485,0.0009003467],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004555905,"about_ca_system_score_gemma":0.000875373,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008445152,"about_ca_topic_score_gemma":0.00837577,"domain_scores_codex":[0.9998416,0.00002374478,0.00000995301,0.0000303377,0.00007908062,0.00001530801],"domain_scores_gemma":[0.9998741,0.00004268298,0.00001412276,0.00001665805,0.00004265193,0.000009787571],"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":[0.00001964172,0.00004895268,0.0006061987,0.00004622453,0.00001178511,0.00008913097,0.00006801821,0.9720747,0.004773816,0.01086441,0.0005673039,0.01082982],"study_design_scores_gemma":[0.000004987374,0.00001546777,0.0002258455,0.000006215222,0.000005605338,0.00002414529,0.00002119409,0.9960653,0.0008686136,0.001013992,0.001741878,0.000006680543],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03069236,0.00009194127,0.9540253,0.0002474312,0.000169305,0.00006159097,0.0004371929,0.0005704614,0.01370444],"genre_scores_gemma":[0.8470773,0.0003412889,0.120799,0.000197301,0.00005520363,0.0003421727,0.0007042263,0.0002009843,0.03028256],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008445152,"threshold_uncertainty_score":0.016792,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}