{"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,"ca_institutions":"University of British Columbia","funders":"","keywords":"Liquefaction; Geotechnical engineering; Geology; Ground motion; Soil liquefaction; Seismology","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002642775,0.0002564691,0.0002735077,0.0001072958,0.0000840747,0.0001906769,0.0002647409,0.0004973758,0.00006790092],"category_scores_gemma":[0.0003223502,0.0002481438,0.0002205506,0.0008708181,0.00007064506,0.0004538742,0.00003889078,0.0007248794,0.0000618498],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002541785,"about_ca_system_score_gemma":0.00003476292,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006168307,"about_ca_topic_score_gemma":0.000001968903,"domain_scores_codex":[0.9984123,0.00001847887,0.000516206,0.0003487516,0.0003976866,0.0003066206],"domain_scores_gemma":[0.9990337,0.0001796529,0.00005999563,0.0004140573,0.0001900776,0.000122447],"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":[0.00005912994,0.0003074151,0.00001417203,0.001473067,0.0003746206,0.000006337862,0.001423972,0.6216171,0.1626689,0.05906941,0.01695185,0.1360341],"study_design_scores_gemma":[0.000733323,0.000542357,0.133232,0.0005213278,0.0001780035,0.00006345141,0.000218539,0.6685793,0.01350172,0.008058582,0.1724084,0.001962915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9881319,0.00004576697,0.006365825,0.001354504,0.0006088023,0.0003116526,0.00002584936,0.001888281,0.001267417],"genre_scores_gemma":[0.9980469,0.00009478174,0.0001352396,0.0001143514,0.00130986,0.0000529492,0.00009378289,0.00004922132,0.0001028894],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1554566,"threshold_uncertainty_score":0.9999971,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008202865697724738,"score_gpt":0.221919349886532,"score_spread":0.2137164841888073,"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."}}