{"id":"W1991378373","doi":"10.1139/t00-008","title":"Cyclic liquefaction of loose gassy sand","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Liquefaction; Geotechnical engineering; Soil water; Cyclic stress; Geology; Soil test; Soil liquefaction; Triaxial shear test; Materials science; Soil science; Shear (geology); Composite material; Petrology","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001974763,0.000289594,0.0001897324,0.0004717849,0.00028882,0.0002499183,0.0002303564,0.0001696929,0.001056529],"category_scores_gemma":[0.0004283509,0.0001756585,0.0001413063,0.000428745,0.0005987216,0.0002068694,0.0004056488,0.000221984,0.0001089372],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004660244,"about_ca_system_score_gemma":0.0004375283,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01784431,"about_ca_topic_score_gemma":0.05389718,"domain_scores_codex":[0.9997897,0.00001496976,0.00001801318,0.00003785259,0.00008920392,0.00005037989],"domain_scores_gemma":[0.9995553,0.00006735598,0.0001396213,0.00005391753,0.0001120309,0.00007178846],"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":[0.0002526774,0.00001612148,0.01335571,0.0000665665,0.00001239811,0.000309557,0.0003064329,0.0005295743,0.980859,0.00003522948,0.00003247987,0.004224278],"study_design_scores_gemma":[0.00000665754,0.0009819298,0.151103,0.00002418877,0.00003177705,0.0005175748,0.000991166,0.001427399,0.8431929,0.00004063381,0.001662134,0.00002061314],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992602,0.00007298739,0.0003113358,0.000004579937,0.000001735463,0.000007504992,0.00006397032,0.00000889411,0.0002685659],"genre_scores_gemma":[0.9987846,0.00007422951,0.0003832105,0.000008873741,8.5045e-7,0.000006060172,0.0001088962,0.000003543423,0.0006297257],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01784431,"threshold_uncertainty_score":0.03548092,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005457867583223955,"score_gpt":0.1800362126538655,"score_spread":0.1745783450706416,"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."}}