{"id":"W1986168404","doi":"10.1139/t00-120","title":"Confining stress and static shear effects in cyclic liquefaction","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":175,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Liquefaction; Overburden pressure; Geotechnical engineering; Shear (geology); Shear stress; Materials science; Geology; Composite material","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false,"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":[0.0005479943,0.0002961575,0.0002182785,0.0004384349,0.0002250886,0.0003486535,0.0002581713,0.000249511,0.0008328509],"category_scores_gemma":[0.001970156,0.0001905555,0.000187158,0.0003306542,0.000485653,0.000264408,0.0003241644,0.0002466857,0.000101043],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004543107,"about_ca_system_score_gemma":0.0002904382,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004813926,"about_ca_topic_score_gemma":0.005364464,"domain_scores_codex":[0.9995947,0.00007354398,0.00003324962,0.0000523055,0.0001707592,0.00007542558],"domain_scores_gemma":[0.9988412,0.0005239026,0.0002634086,0.00008361165,0.0002037591,0.00008419655],"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":[0.001154774,0.00009277055,0.01468845,0.0002124244,0.00002883622,0.000288091,0.0004674872,0.007542125,0.9467685,0.0001067592,0.0001016003,0.02854826],"study_design_scores_gemma":[0.00001669441,0.002416898,0.09759542,0.00002755442,0.00006391377,0.0003367754,0.0003201412,0.01441002,0.8840573,0.0001097264,0.0005976079,0.0000481253],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988354,0.0003173329,0.0004523545,0.00001208879,0.000001999141,0.000003988956,0.00003805274,0.00001596623,0.0003228282],"genre_scores_gemma":[0.9994887,0.0001202985,0.0002102036,0.000005310347,0.000001182318,0.000003454283,0.00003865849,0.000003512463,0.0001286163],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004813926,"threshold_uncertainty_score":0.00957185,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005776874895755149,"score_gpt":0.1923505827105732,"score_spread":0.1865737078148181,"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."}}