{"id":"W4401505701","doi":"10.1016/j.soildyn.2024.108906","title":"Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"","funders":"National Science Foundation, United Arab Emirates; Natural Hazards Research Platform; CHEO Research Institute; National Science Foundation","keywords":"Centrifuge; Pore water pressure; Geotechnical engineering; Geology; Liquefaction; Seismology","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001700872,0.0001687528,0.0001988093,0.00007351641,0.00004469833,0.00003473799,0.0001194551,0.0001570677,0.00004366096],"category_scores_gemma":[0.00002403732,0.0001428366,0.00007109615,0.0002034113,0.00004183578,0.0001793803,0.00008456713,0.0002349921,0.000003748739],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002475475,"about_ca_system_score_gemma":0.00001767399,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001883594,"about_ca_topic_score_gemma":0.00004759199,"domain_scores_codex":[0.9989673,0.00001205017,0.000277208,0.000271339,0.0002551787,0.0002168654],"domain_scores_gemma":[0.9995611,0.0000278821,0.00004487669,0.0002205549,0.00001632749,0.0001292575],"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":[0.000009536071,0.0000221532,0.001598167,0.0001339784,0.00003173795,0.00001055982,0.0003505641,0.9848659,0.001206093,0.001785733,0.00001025726,0.009975327],"study_design_scores_gemma":[0.000175583,0.00007743001,0.007320744,0.0001896247,0.00006276307,0.000006825647,0.00002366599,0.9908228,0.0007361831,0.0003636379,0.00005434992,0.0001664024],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996266,0.0003625535,0.002249543,0.0000465882,0.0003059728,0.0001511461,0.0000487912,0.00005789216,0.0005115274],"genre_scores_gemma":[0.999388,0.0001401866,0.000244827,0.000007854749,0.00003349093,0.000007262951,0.00003630229,0.00002747246,0.0001146305],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009808924,"threshold_uncertainty_score":0.5824706,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01173088371152563,"score_gpt":0.2016318438407457,"score_spread":0.1899009601292201,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}