{"id":"W4221014120","doi":"10.1016/j.soildyn.2022.107221","title":"Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program","year":2022,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Gradation; Centrifuge; Geotechnical engineering; Levee; Liquefaction; Geology; Soil liquefaction; Engineering","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005387376,0.0003698933,0.0003277849,0.0004291029,0.0005391943,0.0002444208,0.0004273818,0.000440488,0.001185082],"category_scores_gemma":[0.001735299,0.0002186982,0.0002873432,0.00033937,0.0003078575,0.0003609147,0.0003523136,0.0004040552,0.0001391438],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003463684,"about_ca_system_score_gemma":0.0003409784,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005568705,"about_ca_topic_score_gemma":0.01008523,"domain_scores_codex":[0.9997666,0.00005885423,0.00002254258,0.00003932857,0.00004427181,0.00006844042],"domain_scores_gemma":[0.9987255,0.0005172843,0.0001448358,0.00009224374,0.0003322965,0.0001877954],"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":[0.01352287,0.004693922,0.1008652,0.0001006626,0.00008181509,0.000915665,0.001788928,0.009773518,0.8338375,0.0001164865,0.0003964013,0.03390706],"study_design_scores_gemma":[0.000213332,0.04283951,0.378196,0.00002293929,0.0001659147,0.0003394104,0.001945322,0.02948163,0.5459257,0.00007050485,0.0007227557,0.00007711827],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999761,0.000003687416,0.000110969,0.000004974925,0.000001147139,0.000004136064,0.00001920218,0.000008373489,0.0000863994],"genre_scores_gemma":[0.9996157,0.000006143543,0.0001406367,0.000008240201,7.463356e-7,0.000004774937,0.00004471862,0.000004151688,0.0001749892],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005568705,"threshold_uncertainty_score":0.01107258,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003178938965134803,"score_gpt":0.1881601966570739,"score_spread":0.1849812576919391,"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."}}