{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":22,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":22,"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":"0ccf09bac98b","filters":{"venue":"Japanese Geotechnical Society Special Publication"}},"results":[{"id":"W4399713490","doi":"10.3208/jgssp.v10.os-35-05","title":"Prediction of shear strain and excess pore water pressure response in liquefiable sands under cyclic loading using deep learning model","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Indian Institute of Technology Madras","keywords":"Pore water pressure; Geotechnical engineering; Liquefaction; Geology; Shear (geology); Soil liquefaction; Petrology","authors":[{"name":"Kaushik Jas","is_ca":false},{"name":"Amalesh Jana","is_ca":false},{"name":"G. R. Dodagoudar","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01319093162219565,"gpt":0.225315234321141,"spread":0.2121243026989453,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002213197,0.0009330381,0.0004822522,0.0006068181,0.0001644462,0.0005007142,0.0006938358,0.0007465051,0.0006740449],"category_scores_gemma":[0.0006137944,0.000318022,0.0005173363,0.0004490692,0.0003110607,0.0006219744,0.0003615906,0.000556798,0.0001520393],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005603593,"about_ca_system_score_gemma":0.0007040298,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01963618,"about_ca_topic_score_gemma":0.01757552,"domain_scores_codex":[0.9999057,0.000007541124,0.000006172915,0.00003043633,0.00002235116,0.00002770054],"domain_scores_gemma":[0.9998118,0.00006689335,0.00003447896,0.00001428824,0.000053108,0.00001945052],"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":[0.00007702698,0.00005406119,0.008176046,0.00004228812,0.0000272884,0.0001298763,0.00002297782,0.9641174,0.005888814,0.0001562864,0.0003148213,0.0209931],"study_design_scores_gemma":[0.000001006056,0.00000590638,0.0007036783,0.000001244726,0.000001864261,0.000003827579,0.000004550255,0.998601,0.0005878026,0.00006284489,0.00002412451,0.000002092204],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8982317,0.0005415718,0.09783309,0.0002002503,0.00004025739,0.00002517653,0.0006345785,0.000876629,0.001616654],"genre_scores_gemma":[0.9929368,0.0001135,0.005692626,0.00002760606,0.000006496834,0.00001529071,0.0003976093,0.00001328784,0.0007966818],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01963618,"threshold_uncertainty_score":0.03904378,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2398273775","doi":"10.3208/jgssp.v03.i13","title":"High strain rate stress-strain response of soils - A review","year":2015,"lang":"en","type":"review","venue":"Japanese Geotechnical Society Special Publication","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Split-Hopkinson pressure bar; Geotechnical engineering; Strain rate; Void ratio; Soil water; Materials science; Strain (injury); Composite material; Geology; Soil science","authors":[{"name":"Sunita Mishra","is_ca":false},{"name":"Tanusree Chakraborty","is_ca":false},{"name":"Dipanjan Basu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02868875150423767,"gpt":0.3024738997968483,"spread":0.2737851482926106,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005225009,0.001189807,0.001523442,0.003468648,0.0003752609,0.001093725,0.0009383878,0.001069729,0.003545521],"category_scores_gemma":[0.0007300026,0.0004427565,0.0006973768,0.002991901,0.0003565484,0.001430443,0.0005181392,0.0005786311,0.001452736],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004026929,"about_ca_system_score_gemma":0.001317356,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001817536,"about_ca_topic_score_gemma":0.002407437,"domain_scores_codex":[0.9997361,0.00002702652,0.00003963219,0.00007060851,0.0001057121,0.00002084995],"domain_scores_gemma":[0.9995071,0.000200552,0.00009113189,0.00001477373,0.0001613746,0.00002514768],"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":[0.00007376291,0.0001635782,0.0009900042,0.06071196,0.0001595348,0.0004456502,0.0001563975,0.001162529,0.01026325,0.002318159,0.01183725,0.9117179],"study_design_scores_gemma":[0.00001411184,0.0003789669,0.005804538,0.006186714,0.0004512976,0.003019345,0.0002774753,0.0004071496,0.007627288,0.001881051,0.9738612,0.00009093915],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0007405133,0.9971419,0.0003630686,0.0001093287,0.0001384188,0.000008312173,0.00005368101,0.00001141637,0.001433294],"genre_scores_gemma":[0.002906359,0.9957504,0.0003649126,0.00006922097,0.0001202968,0.00000832654,0.00005961488,0.000002423871,0.0007183775],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.003545521,"threshold_uncertainty_score":0.01186097,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2324424418","doi":"10.3208/jgssp.jpn-051","title":"Influence of shear speed on hydro-mechanical behavior for compacted bentonite","year":2016,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Ashikaga Institute of Technology","keywords":"Bentonite; Geotechnical engineering; Direct shear test; Shear (geology); Suction; Geosynthetic clay liner; Radioactive waste; Triaxial shear test; Geology; Engineering; Materials science; Waste management; Composite material; Mechanical engineering; Soil water","authors":[{"name":"Tomoyoshi Nishimura","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01328682084835473,"gpt":0.238380980924345,"spread":0.2250941600759903,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002663641,0.0003021017,0.0001991277,0.0002735323,0.0001234877,0.0003016117,0.0001148514,0.0001723653,0.0007561215],"category_scores_gemma":[0.0007549475,0.0001492195,0.0001624098,0.0001876433,0.0002108139,0.00029804,0.0001283218,0.0002122509,0.0001020317],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001297212,"about_ca_system_score_gemma":0.00009563025,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005044739,"about_ca_topic_score_gemma":0.001085959,"domain_scores_codex":[0.9998415,0.00002954099,0.00001894977,0.00003043434,0.00005315209,0.00002638197],"domain_scores_gemma":[0.9993926,0.0001705358,0.0001846159,0.00004571016,0.0001420009,0.00006446301],"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":[0.0003299499,0.00003153727,0.003227388,0.00005846332,0.00001046768,0.0000631918,0.00005573026,0.0009702827,0.9918115,0.00004409307,0.00002407269,0.003373149],"study_design_scores_gemma":[0.00001377209,0.0009844411,0.02874503,0.0000110217,0.00003242832,0.00008560404,0.0001152197,0.005618691,0.96377,0.00003402181,0.0005736786,0.00001607061],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992608,0.0002124259,0.000361665,0.000007448354,0.000006423234,0.000002736962,0.00002118298,0.000005745562,0.0001215582],"genre_scores_gemma":[0.999483,0.000100823,0.000229116,0.000004403726,0.000002196688,0.000001785484,0.00002898965,0.000003470893,0.0001463128],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0007561215,"threshold_uncertainty_score":0.002529442,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2321602205","doi":"10.3208/jgssp.oth-19","title":"Geochemical and physical characteristics of contaminated sediment in a harbour area","year":2016,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Heavy metals in environment","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Sediment; Cadmium; Environmental science; Environmental remediation; Environmental chemistry; Contamination; Deposition (geology); Pollution; Pollutant; Harbour; Carbonate; Environmental engineering; Geology; Chemistry; Ecology","authors":[{"name":"Mehdi Pourabadehei","is_ca":false},{"name":"Catherine N. Mulligan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008144352278208858,"gpt":0.2193605243326257,"spread":0.2112161720544168,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007540566,0.0002869931,0.0002703928,0.00130106,0.001299528,0.0006006855,0.0002436269,0.0003241276,0.0007221702],"category_scores_gemma":[0.000175848,0.0001704542,0.0002070084,0.001948321,0.0003996912,0.0001017141,0.0002370693,0.0001579091,0.0001500869],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001728663,"about_ca_system_score_gemma":0.001460245,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.622753,"about_ca_topic_score_gemma":0.7732474,"domain_scores_codex":[0.999866,0.00000738169,0.000009586877,0.00002757822,0.00005702934,0.00003249037],"domain_scores_gemma":[0.9997407,0.00001669479,0.00005432349,0.000006194339,0.0001362154,0.00004583348],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0002612044,0.00008940978,0.8662441,0.0001078643,0.00008079673,0.002493768,0.001659904,0.0006491173,0.119991,0.00005106688,0.0002851851,0.008086634],"study_design_scores_gemma":[0.000002102675,0.00005900679,0.9965004,0.000003591917,0.00001229859,0.0001539516,0.000686538,0.0001825293,0.002059704,0.0000046359,0.0003292296,0.000006085488],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991658,0.00003553059,0.00006634521,0.000008559019,0.000001139774,0.00000855804,0.0002741278,0.000005501729,0.0004344598],"genre_scores_gemma":[0.9980556,0.0000797725,0.0002702831,0.00002243014,0.000002022951,0.000006489402,0.000411615,0.000002729214,0.001149221],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.622753,"threshold_uncertainty_score":0.7589373,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399713328","doi":"10.3208/jgssp.v10.os-41-03","title":"Soil Dynamic Response and Site Amplification Parameters for Saguenay, Eastern Canada","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Western University; Hydro-Québec; Geological Survey of Canada; Université du Québec à Chicoutimi","funders":"","keywords":"Geotechnical engineering; Geology; Environmental science; Soil science","authors":[{"name":"A S M Fahad Hossain","is_ca":true},{"name":"Ali Saeidi","is_ca":true},{"name":"Mohammad Salsabili","is_ca":true},{"name":"Miroslav Nastev","is_ca":true},{"name":"Juliana Ruiz Suescun","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007594442330601393,"gpt":0.2261437177758771,"spread":0.2185492754452757,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001251151,0.0003798704,0.0002205435,0.0005483553,0.0006713101,0.0006167393,0.0005714404,0.0004002113,0.001439575],"category_scores_gemma":[0.0004532423,0.0001827727,0.0002896661,0.0008217749,0.0003447468,0.0002039333,0.0002308307,0.0001936108,0.0001395977],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005674763,"about_ca_system_score_gemma":0.00371946,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9509212,"about_ca_topic_score_gemma":0.9624281,"domain_scores_codex":[0.999915,0.00000634666,0.000003331797,0.00001655957,0.000020734,0.00003802462],"domain_scores_gemma":[0.9998152,0.00003788527,0.00001535959,0.000009721302,0.00009278701,0.00002919979],"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":[0.0001934334,0.0001879138,0.1641502,0.00009794597,0.00008108591,0.0005957781,0.000337838,0.7999609,0.01098833,0.0006201874,0.001410125,0.02137632],"study_design_scores_gemma":[0.00003919511,0.0000738533,0.1719681,0.00001373073,0.00004268936,0.00006908851,0.0006315502,0.8238233,0.002070295,0.0001309519,0.001094459,0.00004269237],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974086,0.00005334752,0.0002937306,0.00002395056,0.000001652788,0.00000894869,0.0003843496,0.00003598668,0.00178948],"genre_scores_gemma":[0.9986707,0.00004749825,0.0002484857,0.000005344068,4.486382e-7,0.000003194109,0.0002876984,0.000006775963,0.0007297238],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04907882,"threshold_uncertainty_score":0.09873569,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4404659485","doi":"10.3208/jgssp.vol11.ds-4-01","title":"Some experiences from the introduction of wet deep mixing in Scandinavia","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Peatlands and Wetlands Ecology","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Nordic Life Science Pipeline (Canada)","funders":"","keywords":"Geotechnical engineering; Mixing (physics); Geology; Forensic engineering; Engineering; Physics","authors":[{"name":"Sølve Hov","is_ca":false},{"name":"Håkan Eriksson","is_ca":false},{"name":"Tony Forsberg","is_ca":true},{"name":"Kristina Borgström","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007936881625535835,"gpt":0.2309438102899828,"spread":0.223006928664447,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003944931,0.0008930729,0.0004588366,0.0007818551,0.004013769,0.002182076,0.0009372226,0.001222763,0.002002678],"category_scores_gemma":[0.002377241,0.0004504613,0.0005527101,0.001044804,0.001742157,0.0008784688,0.00268008,0.0009448662,0.0005449854],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002133082,"about_ca_system_score_gemma":0.002522864,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02291173,"about_ca_topic_score_gemma":0.06447487,"domain_scores_codex":[0.9967459,0.001411037,0.0001920061,0.000342691,0.0007236882,0.0005845114],"domain_scores_gemma":[0.9983283,0.0004056122,0.0001339493,0.0001510278,0.0004371472,0.0005440199],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.001780953,0.003224227,0.1233229,0.00193068,0.0001872805,0.02511248,0.2004323,0.004405466,0.07074821,0.003635967,0.008198825,0.5570208],"study_design_scores_gemma":[0.0001068209,0.01185277,0.2566733,0.001408737,0.000257955,0.008279122,0.1951385,0.001638872,0.04566063,0.00118956,0.4774183,0.0003754043],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9615384,0.002339106,0.00229932,0.0006697055,0.0001315601,0.0001023697,0.0001316563,0.00006896265,0.03271889],"genre_scores_gemma":[0.9570637,0.003781646,0.009789542,0.000603173,0.00008481119,0.0000661481,0.0004075847,0.0001352258,0.02806815],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02291173,"threshold_uncertainty_score":0.04555672,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712285","doi":"10.3208/jgssp.v10.os-33-06","title":"Site effects observed in Antakya after the M<sub>W</sub> 7.7 Pazarcik and M<sub>W</sub> 7.6 Elbistan Earthquakes on the 6<sup>th </sup>February 2023 (Türkiye)","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Geotechnical engineering; Geology; Seismology; Chemistry","authors":[{"name":"Mourad Karray","is_ca":true},{"name":"Alper Sezer","is_ca":false},{"name":"Anna Chiaradonna","is_ca":false},{"name":"Eyyüb Karakan","is_ca":false},{"name":"Cem Kıncal","is_ca":false},{"name":"Giuseppe Lanzo","is_ca":false},{"name":"Paola Alfonsa Vieira Lo Monaco","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01376996363083624,"gpt":0.2114649015468172,"spread":0.197694937915981,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001034562,0.0001830987,0.0002681925,0.0005711216,0.0005600519,0.0005157205,0.0002879411,0.0003658182,0.0008428094],"category_scores_gemma":[0.0002918669,0.000143072,0.000193877,0.0008569759,0.000590577,0.0001618116,0.0005837982,0.0003580333,0.0001692262],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005699761,"about_ca_system_score_gemma":0.0004842555,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02688497,"about_ca_topic_score_gemma":0.08709584,"domain_scores_codex":[0.9998771,0.00001269817,0.0000118847,0.00002805068,0.00002463921,0.00004554369],"domain_scores_gemma":[0.9996917,0.0000312869,0.0001303461,0.00002254134,0.00006407398,0.00005996922],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001777123,0.000272078,0.9067458,0.0002134449,0.0002164104,0.009740368,0.005046905,0.002425412,0.05141296,0.000189388,0.001143772,0.02081641],"study_design_scores_gemma":[0.000005090115,0.00005733512,0.9979942,0.000003804733,0.00001230338,0.0001702796,0.0007990819,0.0001144764,0.0004413963,0.000007546344,0.0003894395,0.000005190475],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993613,0.00002757755,0.00001589051,0.00001230426,0.000003181171,0.000004346076,0.0001069563,0.000003808576,0.0004645677],"genre_scores_gemma":[0.9992242,0.00005635932,0.00004396957,0.000009907121,0.000003286287,0.000007555234,0.0003222743,0.000002425984,0.0003299979],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02688497,"threshold_uncertainty_score":0.05345696,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712232","doi":"10.3208/jgssp.v10.os-8-03","title":"Impact of directly accounting for post-peak strength loss on the dynamic response of a soil column during earthquake loading","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"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","funders":"","keywords":"Geotechnical engineering; Column (typography); Geology; Response analysis; Environmental science; Structural engineering; Engineering","authors":[{"name":"Tyler J. Oathes","is_ca":false},{"name":"Trevor J. Carey","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006453979123038742,"gpt":0.2322170828320819,"spread":0.2257631037090431,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003447834,0.0004718659,0.0002991965,0.0001807213,0.0001512072,0.0003962919,0.0004052076,0.0004940912,0.0008595212],"category_scores_gemma":[0.002154576,0.0001621359,0.0002591578,0.000183847,0.0002604321,0.0005342677,0.0003068767,0.0002921141,0.00009800889],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002740643,"about_ca_system_score_gemma":0.0004574524,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007918098,"about_ca_topic_score_gemma":0.005891814,"domain_scores_codex":[0.9998654,0.00003410472,0.000007120099,0.00002315405,0.00004500912,0.00002515002],"domain_scores_gemma":[0.9990932,0.0005450188,0.00011233,0.0001046637,0.0001087477,0.00003610216],"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":[0.0003407948,0.0001511018,0.02968303,0.00009315718,0.00006255518,0.000206192,0.00006364175,0.8929737,0.04907103,0.000376877,0.0001246671,0.02685331],"study_design_scores_gemma":[0.000009530746,0.0001569378,0.00838623,0.000004672184,0.00002459366,0.00003820498,0.00003297096,0.9801944,0.01091436,0.00006479899,0.0001624358,0.00001069697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9769822,0.00009590317,0.02173431,0.00006646275,0.00001340268,0.00001441906,0.00007051165,0.0001369275,0.0008857682],"genre_scores_gemma":[0.9972541,0.00003962726,0.002466409,0.00001206019,0.000002383263,0.000004335861,0.00003044717,0.00001364319,0.0001770201],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007918098,"threshold_uncertainty_score":0.01574403,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712427","doi":"10.3208/jgssp.v10.os-10-02","title":"Impacts of ground motion characteristics on liquefaction triggering and lateral displacement of a sloping ground","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"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":"Liquefaction; Geotechnical engineering; Ground motion; Geology; Displacement (psychology); Soil liquefaction; Seismology","authors":[{"name":"Masoumeh Asgarpoor","is_ca":true},{"name":"Mahdi Taiebat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007927301380680115,"gpt":0.2254197781321836,"spread":0.2174924767515035,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001292115,0.0002314815,0.0001667264,0.000266934,0.0001601985,0.0002719461,0.0001397638,0.0002037754,0.0008734534],"category_scores_gemma":[0.0005629996,0.00009981432,0.0001687187,0.0001705419,0.0002790044,0.0002134693,0.000280752,0.0001410132,0.00006357037],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002228649,"about_ca_system_score_gemma":0.0001685635,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002846326,"about_ca_topic_score_gemma":0.005121476,"domain_scores_codex":[0.9999354,0.00001258821,0.000004316123,0.00001055527,0.0000150493,0.00002220857],"domain_scores_gemma":[0.9998174,0.0000863672,0.00004154726,0.00001261964,0.00001901675,0.0000229362],"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":[0.0007203293,0.0001979766,0.1192027,0.0002226256,0.00008115875,0.00163413,0.000340849,0.4403836,0.4030745,0.0006271052,0.0001619326,0.03335314],"study_design_scores_gemma":[0.0000404154,0.0009662057,0.2375901,0.00002299662,0.00007113522,0.0003087658,0.0009593031,0.6918507,0.06731018,0.0003211014,0.0005198428,0.00003936425],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991214,0.00001427927,0.0005282289,0.000005004766,8.839675e-7,0.000003027862,0.00001442836,0.000006338653,0.0003064588],"genre_scores_gemma":[0.9997894,0.00001218513,0.0001259739,0.000001534968,2.136624e-7,0.00000110677,0.00001142711,9.856443e-7,0.00005711129],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002846326,"threshold_uncertainty_score":0.005659461,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3207489413","doi":"10.3208/jgssp.v09.cpeg101","title":"Application of natural and enhanced natural attenuation of heavy metals in soils and sediments","year":2021,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Heavy metals in environment","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Dredging; Environmental science; Environmental remediation; Sediment; Pollution; Contamination; Natural (archaeology); Environmental engineering; Heavy metals; Waste management; Mining engineering; Environmental chemistry; Geology; Engineering; Ecology; Chemistry","authors":[{"name":"Catherine N. Mulligan","is_ca":false},{"name":"Masoumeh Javid","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007364853272691825,"gpt":0.2429572500742067,"spread":0.2355923968015149,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003495189,0.0002861142,0.00021982,0.0004469557,0.0002919359,0.0004370183,0.0003490462,0.0002819005,0.001338535],"category_scores_gemma":[0.0002760292,0.000119292,0.0003375668,0.0003608223,0.0003606803,0.0002724342,0.0004477674,0.0002521019,0.0002829789],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008029236,"about_ca_system_score_gemma":0.0009554401,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01222671,"about_ca_topic_score_gemma":0.03743807,"domain_scores_codex":[0.9997074,0.00004041278,0.00002124071,0.00007049344,0.0001087446,0.00005182339],"domain_scores_gemma":[0.9998355,0.00001928363,0.00003779431,0.0000190519,0.00007373266,0.00001461007],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001026029,0.0001373451,0.003340173,0.0007633716,0.00003011051,0.0001332341,0.00007668178,0.0006541352,0.9505563,0.000313065,0.0004319902,0.043461],"study_design_scores_gemma":[0.00005410587,0.001776279,0.05440492,0.0001157448,0.00009946071,0.0005103629,0.0003631447,0.002384338,0.8970297,0.000416447,0.04280792,0.00003752293],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"review","genre_scores_codex":[0.9500317,0.009697333,0.02440161,0.0006352704,0.0001357428,0.0003598469,0.0005992422,0.0002950726,0.0138441],"genre_scores_gemma":[0.9701157,0.005873469,0.01515105,0.0002931994,0.00003416698,0.0001730941,0.0002841412,0.00002580896,0.008049519],"genre_candidate":"review","genre_consensus":null,"teacher_disagreement_score":0.01222671,"threshold_uncertainty_score":0.02431107,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712364","doi":"10.3208/jgssp.v10.ss-1-06","title":"Understanding the Seismic Response of Sheet-Pile Walls in Liquefiable Soil: key mechanisms and the role of element tests","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation; George Washington University; National Science Foundation","keywords":"Geotechnical engineering; Geology; Pile; Sheet pile; Engineering; Structural engineering","authors":[{"name":"Sarra Lbibb","is_ca":false},{"name":"Majid T. Manzari","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01144863849337936,"gpt":0.2090034392713624,"spread":0.197554800777983,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003316458,0.0005589949,0.0002919696,0.0005693883,0.0001386515,0.0003607537,0.0005488819,0.0004618576,0.0007595808],"category_scores_gemma":[0.0009024234,0.000230777,0.0001221625,0.0003948623,0.0005939688,0.0005774185,0.0003361688,0.0002420807,0.0002004392],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002700563,"about_ca_system_score_gemma":0.0002968498,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002400011,"about_ca_topic_score_gemma":0.004596806,"domain_scores_codex":[0.9998516,0.00003048241,0.00001152471,0.00002350556,0.00006731795,0.00001547456],"domain_scores_gemma":[0.9995896,0.0001822763,0.00009310306,0.00004333048,0.00006398457,0.00002773534],"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":[0.0003806672,0.0001258209,0.06105451,0.0004738854,0.00003782966,0.0005571559,0.0008632861,0.1716162,0.7092603,0.001666573,0.0001042059,0.05385953],"study_design_scores_gemma":[0.0000149739,0.0005864361,0.1490243,0.00008647748,0.000042307,0.0004504899,0.001442313,0.5781304,0.2665414,0.001676777,0.001922249,0.00008186882],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.951554,0.0001979365,0.04685916,0.00005068806,0.000003523882,0.00002569988,0.0001131747,0.0001006875,0.001095073],"genre_scores_gemma":[0.989523,0.0002779036,0.00956639,0.000009382038,0.000002340243,0.00001601529,0.0001060597,0.000006488183,0.0004924299],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002400011,"threshold_uncertainty_score":0.004772127,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712031","doi":"10.3208/jgssp.v10.os-28-01","title":"Seismic liquefaction and lateral spreading assessment for a pipeline river crossing using simplified and advanced methods","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Liquefaction; Geotechnical engineering; Geology; Soil liquefaction; Pipeline (software); Engineering; Forensic engineering","authors":[{"name":"Chang-Gyun Jeong","is_ca":true},{"name":"Saman Zarnani","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01504339202697909,"gpt":0.313712232954683,"spread":0.298668840927704,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005362692,0.0006921936,0.0003964572,0.001263508,0.0001978449,0.0006532351,0.0005425179,0.0005254516,0.0009197569],"category_scores_gemma":[0.001458321,0.0002220377,0.0004114255,0.0006408014,0.0004474365,0.0006903618,0.0006651328,0.0002856816,0.0001228429],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004775276,"about_ca_system_score_gemma":0.0007192173,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006855978,"about_ca_topic_score_gemma":0.00674399,"domain_scores_codex":[0.9996659,0.000088574,0.00002840718,0.00003657683,0.000155967,0.00002461366],"domain_scores_gemma":[0.999622,0.0001093155,0.00009870256,0.0000308653,0.0001152452,0.00002387019],"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":[0.00006969407,0.00004377841,0.008477142,0.0001824725,0.0000239038,0.0002400881,0.0001712014,0.9026312,0.02076818,0.003199795,0.0002547271,0.06393777],"study_design_scores_gemma":[0.000003780267,0.00002683407,0.001987936,0.000009225384,0.000007409849,0.00004706141,0.00004183806,0.995692,0.001433772,0.0005302156,0.0002087383,0.00001114652],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3366057,0.0004005492,0.6580278,0.0001104076,0.00001808874,0.00008457578,0.0001658559,0.0002510037,0.004335937],"genre_scores_gemma":[0.943756,0.0003807738,0.05415925,0.00001361041,0.000009614959,0.00005569891,0.0001365963,0.00001137759,0.001477017],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006855978,"threshold_uncertainty_score":0.01363212,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712543","doi":"10.3208/jgssp.v10.os-5-08","title":"Comparison of empirical seismic lateral spread displacement models based on probabilistic geotechnical hazard curves developed for Canada","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"","keywords":"Geotechnical engineering; Geology; Hazard; Displacement (psychology); Probabilistic logic; Mathematics; Statistics","authors":[{"name":"Prajakta R. Jadhav","is_ca":true},{"name":"Dharma Wijewickreme","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0286143519094531,"gpt":0.30261804402987,"spread":0.2740036921204169,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002712409,0.0008768706,0.0006169933,0.003238739,0.0004911508,0.00150015,0.002907654,0.0009957255,0.002817801],"category_scores_gemma":[0.01086999,0.0004478103,0.001271409,0.002079203,0.0006476667,0.001172167,0.0007802497,0.0009122256,0.0003222217],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01210455,"about_ca_system_score_gemma":0.005665405,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.6627069,"about_ca_topic_score_gemma":0.494914,"domain_scores_codex":[0.9992656,0.0001687947,0.00006019434,0.0001495884,0.000209387,0.000146418],"domain_scores_gemma":[0.9944021,0.002985255,0.000376625,0.0003565253,0.001635201,0.0002443227],"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":[0.0001986081,0.0000975614,0.03199106,0.0001304051,0.0001214822,0.0001068023,0.0001955566,0.9361315,0.0002499802,0.005174033,0.002332625,0.02327045],"study_design_scores_gemma":[0.0000230336,0.00005440052,0.01591817,0.00003898534,0.00003460108,0.00005376381,0.0001879088,0.9800692,0.0002315949,0.001905086,0.001440762,0.00004258604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9337226,0.001198359,0.04241179,0.0009362642,0.00006838794,0.0001897965,0.0046388,0.0007900788,0.01604393],"genre_scores_gemma":[0.9869617,0.0005534922,0.007068375,0.00005361475,0.00001053283,0.00007871115,0.003098428,0.0000964242,0.002078565],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3372931,"threshold_uncertainty_score":0.6785591,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712107","doi":"10.3208/jgssp.v10.ss-1-05","title":"Trends and characteristics of the LEAP 2020 Soil-Retaining Wall response","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Engineering","authors":[{"name":"Mourad Zeghal","is_ca":false},{"name":"Alejandro Sepúlveda","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007527695568479955,"gpt":0.2208663098906983,"spread":0.2133386143222184,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004067569,0.0002498211,0.0001814774,0.0004931488,0.0001542123,0.0002026856,0.0002911163,0.0003358344,0.001231777],"category_scores_gemma":[0.0007862475,0.0001283312,0.0001046735,0.0004479982,0.000222633,0.0002655142,0.0002526083,0.0003066586,0.0003288917],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001981929,"about_ca_system_score_gemma":0.0001435337,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002780444,"about_ca_topic_score_gemma":0.004247153,"domain_scores_codex":[0.9998239,0.00002024784,0.000009585706,0.00003805794,0.00008146987,0.00002678264],"domain_scores_gemma":[0.9994954,0.0001351005,0.00007666232,0.00004905948,0.0002054975,0.00003829278],"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":[0.002038544,0.0003494537,0.1170638,0.0002262389,0.00004916411,0.0007764112,0.001120932,0.01911996,0.7914212,0.0003479351,0.0007433617,0.06674308],"study_design_scores_gemma":[0.00001809929,0.001157531,0.6882554,0.00001269925,0.00002528562,0.0004507002,0.0008082829,0.03574438,0.2716116,0.0000920262,0.001771511,0.00005250325],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975982,0.0000211374,0.001065953,0.00001319336,0.000001159645,0.000006496767,0.0002476021,0.00004961959,0.000996532],"genre_scores_gemma":[0.9986987,0.0000149392,0.0004263319,0.000005167804,7.65265e-7,0.000009725442,0.0003030995,0.000007225432,0.0005340748],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002780444,"threshold_uncertainty_score":0.00552851,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712274","doi":"10.3208/jgssp.v10.os-47-06","title":"A Monte-Carlo based microzonation model for application in seismic hazard studies","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"École de Technologie Supérieure; Geological Survey of Canada; Université du Québec à Chicoutimi","funders":"","keywords":"Seismic microzonation; Monte Carlo method; Geology; Seismic hazard; Seismology; Hazard; Geotechnical engineering; Engineering; Statistics; Mathematics","authors":[{"name":"Vahid Hosseinpour","is_ca":true},{"name":"Ali Saeidi","is_ca":true},{"name":"Miroslav Nastev","is_ca":true},{"name":"Marie‐José Nollet","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01794184474276336,"gpt":0.2726354339872184,"spread":0.2546935892444551,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000773853,0.0005478092,0.0008696168,0.000663909,0.0005629637,0.0009298433,0.00150041,0.001325316,0.005307707],"category_scores_gemma":[0.002672902,0.0005494774,0.0009251803,0.0009811509,0.0004841844,0.0006000558,0.0006393851,0.001024359,0.0006396662],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007324098,"about_ca_system_score_gemma":0.001505564,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02857112,"about_ca_topic_score_gemma":0.02152766,"domain_scores_codex":[0.9997686,0.00009371322,0.00001445022,0.00004239107,0.00005574269,0.00002512505],"domain_scores_gemma":[0.9988633,0.0008053371,0.00009820539,0.000043786,0.0001515242,0.00003777196],"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":[0.000009738016,0.000007427938,0.0003292248,0.00001144066,0.000009541263,0.00002086933,0.000009227237,0.9935166,0.0001328093,0.003043676,0.0001399731,0.002769478],"study_design_scores_gemma":[0.000001867749,0.000002539661,0.00003941049,0.000001699016,0.000002128963,0.00000396104,0.000001406231,0.9989384,0.00002485959,0.0007805917,0.000201308,0.000001787608],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01488537,0.0002664708,0.9800906,0.0001601594,0.00006675049,0.00009118525,0.0003154404,0.0006198285,0.003504175],"genre_scores_gemma":[0.5668033,0.0009703248,0.4194559,0.0002039699,0.000117069,0.0009712056,0.0008851999,0.0002416478,0.01035137],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02857112,"threshold_uncertainty_score":0.05680966,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712266","doi":"10.3208/jgssp.v10.kl-2-03","title":"Complications in Addressing Liquefaction Vulnerability in Stratified Soils from Building to Cluster to Community","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Colorado Boulder; Colorado State University; National Science Foundation","keywords":"Liquefaction; Geotechnical engineering; Vulnerability (computing); Soil liquefaction; Soil water; Geology; Cluster (spacecraft); Civil engineering; Environmental science; Engineering; Soil science; Computer science; Computer security","authors":[{"name":"Shideh Dashti","is_ca":false},{"name":"Yu‐Wei Hwang","is_ca":false},{"name":"Caroline Bessette","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03087899856647273,"gpt":0.2900881210346452,"spread":0.2592091224681724,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001692695,0.0007038061,0.00050019,0.0007665688,0.0007465126,0.001403253,0.001129059,0.000926835,0.001357499],"category_scores_gemma":[0.00366311,0.0003240504,0.0003673492,0.0005901586,0.0009730486,0.001455315,0.001653389,0.0007786245,0.0002134337],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000609075,"about_ca_system_score_gemma":0.001066139,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005631739,"about_ca_topic_score_gemma":0.01102693,"domain_scores_codex":[0.9991093,0.0002548914,0.00005679315,0.000159933,0.0003126985,0.0001063649],"domain_scores_gemma":[0.9985361,0.0006461621,0.0002409782,0.0002144703,0.0002847544,0.00007762216],"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":[0.0003310464,0.0003781666,0.099995,0.0009470426,0.0001828795,0.0009520513,0.002066165,0.5099044,0.1067822,0.01707851,0.001093377,0.2602892],"study_design_scores_gemma":[0.00003680964,0.0009106656,0.1013038,0.0003553805,0.0001920074,0.0007571668,0.005470506,0.7813998,0.07351614,0.02760557,0.008261942,0.0001901546],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7032045,0.0006042051,0.2840602,0.0008492239,0.00007000821,0.0001767801,0.0002397076,0.0004631905,0.01033227],"genre_scores_gemma":[0.9764721,0.0001973178,0.02256514,0.00005251159,0.00001064886,0.00005272988,0.00005122349,0.00002605593,0.0005723955],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005631739,"threshold_uncertainty_score":0.01119792,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399713445","doi":"10.3208/jgssp.v10.os-3-04","title":"Numerical simulation of marine transitional soils","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geological Modeling and Analysis","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Geotechnical engineering; Geology; Soil water; Soil science","authors":[{"name":"Ioannis Antonopoulos","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01777571583572342,"gpt":0.2432442585009825,"spread":0.2254685426652591,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003139647,0.0005340048,0.0006904632,0.0007178126,0.0005835799,0.0009501848,0.0009557639,0.001542203,0.001939967],"category_scores_gemma":[0.001679597,0.0003402137,0.0006617138,0.0008920471,0.0008470979,0.0005227923,0.0009493636,0.000602031,0.0001722278],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000761673,"about_ca_system_score_gemma":0.0008704122,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02946625,"about_ca_topic_score_gemma":0.01507254,"domain_scores_codex":[0.9998353,0.00004135434,0.00001146292,0.00002546116,0.00003569267,0.00005084323],"domain_scores_gemma":[0.9992653,0.0004170923,0.00008240466,0.00003797147,0.0001114967,0.00008577281],"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":[0.00002059422,0.00002568943,0.001382073,0.00001357736,0.000007424822,0.00004722604,0.0000198744,0.9963243,0.0004191406,0.0007119824,0.0000808426,0.0009474484],"study_design_scores_gemma":[0.000005985445,0.000005888391,0.0001933097,0.000001998053,0.000001734945,0.000003376585,0.00001409063,0.9994445,0.00009770346,0.0001409789,0.00008816735,0.00000221457],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8928924,0.0003471009,0.07736687,0.00046741,0.0001037876,0.0001209325,0.0008369225,0.0004558006,0.02740882],"genre_scores_gemma":[0.9857188,0.0001205385,0.01169205,0.00003749352,0.000009948419,0.00007764595,0.000247837,0.00002825672,0.002067358],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02946625,"threshold_uncertainty_score":0.05858946,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712417","doi":"10.3208/jgssp.v10.os-33-02","title":"Lessons from the 2016 Kaikōura earthquake for design of cut and fill slopes in New Zealand","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"WSP (Canada)","funders":"","keywords":"Geotechnical engineering; Geology; Forensic engineering; Engineering","authors":[{"name":"Doug Mason","is_ca":true},{"name":"P Brabhaharan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01775494988873893,"gpt":0.2374247010422161,"spread":0.2196697511534771,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001016927,0.0005888591,0.0003340295,0.0005879923,0.001811334,0.002580979,0.001416523,0.001132559,0.006021675],"category_scores_gemma":[0.003289258,0.000539795,0.0004058505,0.0007922809,0.002028529,0.001373009,0.001495674,0.001700185,0.0009514967],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.006689511,"about_ca_system_score_gemma":0.00697865,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.4789793,"about_ca_topic_score_gemma":0.7135501,"domain_scores_codex":[0.9993628,0.0000710125,0.00003675587,0.00007254193,0.0003076088,0.0001492602],"domain_scores_gemma":[0.9991381,0.0000824477,0.0001002534,0.00007812196,0.00034029,0.0002607537],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0004746593,0.0005205402,0.2406307,0.001672401,0.000124326,0.01878737,0.06813996,0.04421398,0.03864078,0.01779593,0.03706809,0.5319313],"study_design_scores_gemma":[0.0001139216,0.001028107,0.5323098,0.001311419,0.0001267022,0.003059384,0.1216983,0.01851197,0.002816869,0.01150797,0.307229,0.0002865958],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8857475,0.002993484,0.01151463,0.01589733,0.0003014384,0.0003679809,0.0007944655,0.0002025693,0.08218055],"genre_scores_gemma":[0.9706129,0.002734132,0.01149711,0.0003463558,0.00003189022,0.00006744127,0.0002429828,0.0001213698,0.01434579],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4789793,"threshold_uncertainty_score":0.9523827,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399713456","doi":"10.3208/jgssp.v10.os-19-07","title":"Numerical simulation of earthquake-induced pore pressure response of saturated sand layer in a partial drainage environment","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"National Science Foundation","keywords":"Geotechnical engineering; Pore water pressure; Geology; Drainage; Computer simulation; Layer (electronics); Materials science; Engineering; Composite material","authors":[{"name":"Ricardo Dobry","is_ca":false},{"name":"Waleed El-Sekelly","is_ca":false},{"name":"Tarek Abdoun","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01837193676601753,"gpt":0.2507275320005207,"spread":0.2323555952345031,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000217408,0.000331527,0.0004380823,0.0003785531,0.000429955,0.0005340066,0.0007806058,0.001080756,0.001514166],"category_scores_gemma":[0.0008220425,0.0002331519,0.000425662,0.0004132795,0.0006318881,0.0003001141,0.000422405,0.0004369492,0.00009717044],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008383172,"about_ca_system_score_gemma":0.0008208597,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02828652,"about_ca_topic_score_gemma":0.01347226,"domain_scores_codex":[0.9998922,0.00001756756,0.000007375804,0.00001946174,0.00002479253,0.0000385628],"domain_scores_gemma":[0.9995238,0.0002469679,0.00006179594,0.00002823338,0.00008390593,0.00005527532],"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":[0.00007979934,0.00006863105,0.004933486,0.00002659315,0.00001392722,0.0001538513,0.00005628046,0.9891869,0.003993981,0.0004715571,0.0001240725,0.0008908745],"study_design_scores_gemma":[0.00001305953,0.00003734212,0.001451303,0.000002745295,0.000004013749,0.000009700522,0.00003529592,0.9975809,0.0007310832,0.00006549935,0.00006383389,0.000005231881],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9937395,0.00003411991,0.002699227,0.00007241565,0.00001011379,0.00002181684,0.0002844998,0.00009867238,0.003039743],"genre_scores_gemma":[0.9982837,0.0000212763,0.001062052,0.000009342294,0.000001278982,0.00001613445,0.00009854777,0.000006507956,0.000501035],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02828652,"threshold_uncertainty_score":0.05624372,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712588","doi":"10.3208/jgssp.v10.p1-01","title":"Characterisation of the behaviour of liquefaction triggering in a cyclic undrained simple shear test setting","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Technische Universiteit Delft","keywords":"Geotechnical engineering; Liquefaction; Simple shear; Geology; Shear (geology); Direct shear test; Simple (philosophy); Test (biology); Petrology","authors":[{"name":"Hugo Portugal","is_ca":false},{"name":"C. Sigarán-Loría","is_ca":false},{"name":"Ronald Brinkgreve","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006650664846203377,"gpt":0.2149200200630433,"spread":0.20826935521684,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003644087,0.0002981116,0.0003414967,0.0007500181,0.0002438447,0.0003672673,0.0004703597,0.0003515696,0.0007038034],"category_scores_gemma":[0.0009529386,0.0001333813,0.0001903758,0.0007150478,0.0004056185,0.0002713874,0.0002734092,0.0001942485,0.0000997733],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005864456,"about_ca_system_score_gemma":0.0003945228,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01690505,"about_ca_topic_score_gemma":0.03252015,"domain_scores_codex":[0.9997209,0.00002804367,0.00003296471,0.00007017397,0.0001129327,0.00003487403],"domain_scores_gemma":[0.9993227,0.0001739941,0.0001553145,0.0001017701,0.0002069738,0.00003933128],"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":[0.0009353334,0.0002538271,0.09344577,0.0002826233,0.00006752671,0.0005340827,0.0009398139,0.04073843,0.8219017,0.0002105641,0.0001931145,0.04049727],"study_design_scores_gemma":[0.00002235289,0.001239103,0.4414464,0.0000217689,0.00006455388,0.0004043578,0.0008000729,0.09289449,0.4614885,0.0001114651,0.001425448,0.00008148921],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997801,0.00004093229,0.001580083,0.000005260636,0.000001094716,0.00001260709,0.0002183423,0.00003485852,0.0003058327],"genre_scores_gemma":[0.9983845,0.00002913502,0.001139743,0.000002787079,5.399842e-7,0.000008691415,0.0002476739,0.000004172963,0.0001827606],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01690505,"threshold_uncertainty_score":0.03361326,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712370","doi":"10.3208/jgssp.v10.os-11-06","title":"Influence of ground motion characteristics on liquefaction-induced pipe uplift","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"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","funders":"","keywords":"Liquefaction; Geotechnical engineering; Geology; Ground motion; Soil liquefaction; Seismology","authors":[{"name":"Devdeep Basu","is_ca":true},{"name":"Dharma Wijewickreme","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008202865697724738,"gpt":0.221919349886532,"spread":0.2137164841888073,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001499523,0.0002827839,0.000199632,0.0002525363,0.0001476901,0.0002750708,0.0001615336,0.000239382,0.0006640479],"category_scores_gemma":[0.0007724859,0.0001341582,0.0001848748,0.0001475939,0.0002994573,0.0002033095,0.0002551879,0.0001595968,0.00006745233],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002838414,"about_ca_system_score_gemma":0.0001740101,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003132222,"about_ca_topic_score_gemma":0.003023539,"domain_scores_codex":[0.9999119,0.0000140167,0.000005675322,0.00001610831,0.00002569431,0.00002648345],"domain_scores_gemma":[0.9997112,0.0001453584,0.00006715917,0.0000193733,0.00003607137,0.00002071982],"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":[0.0007698975,0.000190665,0.08418423,0.0002578291,0.00004564243,0.002095588,0.0003575983,0.4632837,0.4222857,0.000333479,0.0002558474,0.02593981],"study_design_scores_gemma":[0.00003485265,0.0008735111,0.1981352,0.00002305507,0.00006777646,0.0003209602,0.0003586349,0.6707763,0.1287869,0.0001241238,0.000461423,0.00003725294],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984863,0.00002887355,0.001089689,0.000008232562,0.0000018701,0.0000036339,0.00003329666,0.00002281014,0.0003252356],"genre_scores_gemma":[0.9997504,0.00001961118,0.0001273963,0.00000158492,3.157446e-7,0.000001287245,0.00002063705,0.000001879811,0.00007686125],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003132222,"threshold_uncertainty_score":0.00622797,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399712067","doi":"10.3208/jgssp.v10.ss-1-04","title":"Seismic response of liquefiable backfill supported by sheet-pile with different wall embedment ratios","year":2024,"lang":"en","type":"article","venue":"Japanese Geotechnical Society Special Publication","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"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":"Embedment; Geotechnical engineering; Sheet pile; Geology; Pile; Liquefaction","authors":[{"name":"Sheng Zeng","is_ca":true},{"name":"Andrés Reyes","is_ca":true},{"name":"Mahdi Taiebat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005540500769038633,"gpt":0.2021130780976783,"spread":0.1965725773286397,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001852072,0.0004434794,0.0003123298,0.00033537,0.0001626519,0.000314438,0.0003412329,0.000475145,0.001038695],"category_scores_gemma":[0.0004541089,0.0001576185,0.0002903119,0.0003017891,0.0004074014,0.0002507977,0.0003206325,0.0002430866,0.0001475832],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002374894,"about_ca_system_score_gemma":0.0002299119,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00287374,"about_ca_topic_score_gemma":0.002534069,"domain_scores_codex":[0.9998968,0.00001458121,0.000008236255,0.0000149737,0.0000326043,0.0000327838],"domain_scores_gemma":[0.9997986,0.0000578191,0.00004296447,0.00002730478,0.00003710964,0.00003630109],"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":[0.001045133,0.0002064981,0.02855634,0.000125929,0.0000806761,0.001598398,0.0004037573,0.5339627,0.423821,0.0005370565,0.0003286975,0.009333876],"study_design_scores_gemma":[0.0000399636,0.001087019,0.05295634,0.00001814722,0.00006018811,0.0002313261,0.0006890383,0.8216392,0.1226883,0.0001857202,0.0003505202,0.00005423787],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992199,0.000008673356,0.000445218,0.000008155646,0.000001409578,0.000001588839,0.00002763014,0.00002421823,0.0002631127],"genre_scores_gemma":[0.9997042,0.00001142553,0.0001234265,0.00000226282,4.614504e-7,0.000001564224,0.00002834002,0.000001974154,0.0001262774],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00287374,"threshold_uncertainty_score":0.005713999,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}