{"id":"W4411331843","doi":"10.1016/j.soildyn.2025.109555","title":"Role of ground motion characteristics in liquefaction triggering and lateral displacements of sloping grounds","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Liquefaction; Ground motion; Geology; Geotechnical engineering; Motion (physics); Strong ground motion; Seismology; Geodesy; Physics; Classical mechanics","routes":{"ca_aff":true,"ca_fund":true,"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":[],"consensus_categories":[],"category_scores_codex":[0.0001053554,0.0001556767,0.0002696713,0.0002478053,0.00002096115,0.00002478447,0.0000478917,0.0001132318,0.000001248589],"category_scores_gemma":[0.00003314305,0.0001754531,0.0000284602,0.000221515,0.00002059194,0.0001109112,0.00003158966,0.0001865863,6.24838e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004918738,"about_ca_system_score_gemma":0.000007378197,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008152396,"about_ca_topic_score_gemma":0.00005146694,"domain_scores_codex":[0.999272,0.000006088203,0.0003334301,0.0001309944,0.00007495414,0.0001825168],"domain_scores_gemma":[0.9997594,0.00004074401,0.00003341462,0.0001016427,0.00002140167,0.00004333404],"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":[0.00002013267,0.00002209619,0.007718668,0.001953447,0.00009240881,0.000001672184,0.0002482432,0.9001943,0.01159709,0.01848422,5.074306e-7,0.05966725],"study_design_scores_gemma":[0.0002083988,0.00001551814,0.3179545,0.0002033016,0.000009422041,0.000002153551,0.00002833081,0.6809767,0.0002339171,0.0002506686,0.00001727436,0.00009978383],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9811416,0.0003728873,0.01799043,0.000008611139,0.0001882397,0.00007673911,0.000009945687,0.00007726457,0.0001342245],"genre_scores_gemma":[0.9993809,0.0003058284,0.000238496,0.000001950732,0.00001415911,0.000005693747,0.00001536602,0.00001785145,0.00001972311],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3102359,"threshold_uncertainty_score":0.715477,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002100763630526393,"score_gpt":0.1760031649509391,"score_spread":0.1739024013204127,"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."}}