{"id":"W3173816976","doi":"10.1139/cgj-2020-0657","title":"Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Liquefaction; Cone penetration test; Penetration test; Soil water; Geology; Drainage; Soil liquefaction; Clay soil; Penetration (warfare); Shear strength (soil); Engineering; Soil science; Subgrade","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001199873,0.0001191066,0.0001468803,0.0001069237,0.0001301141,0.00007424519,0.0001110434,0.000199615,0.00006157119],"category_scores_gemma":[0.0004970411,0.0001070297,0.00004558002,0.000215032,0.00002993929,0.0001524964,0.00001186965,0.0005686099,0.00000115885],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002756628,"about_ca_system_score_gemma":0.0004915307,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006252663,"about_ca_topic_score_gemma":0.003966232,"domain_scores_codex":[0.9989038,0.0001003873,0.0002925011,0.0001219635,0.000347373,0.0002339492],"domain_scores_gemma":[0.9989759,0.00005715128,0.00004602569,0.0002186407,0.0003808844,0.0003213942],"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":[0.000001448123,0.00001119241,0.000003290609,0.00001016146,0.00002402049,0.00001169413,0.00002957282,0.9486179,0.008486838,0.0002652929,0.00006365214,0.04247493],"study_design_scores_gemma":[0.0002183564,0.00004700904,0.0004741651,0.00004121725,0.00009821199,0.0003723816,0.00005513988,0.9918834,0.004805895,0.001145369,0.0007366327,0.000122245],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9411206,0.001343608,0.05601915,0.0006232215,0.0004337977,0.0001922812,0.00003016197,0.0001267887,0.0001103662],"genre_scores_gemma":[0.9983704,0.0002468121,0.001177654,0.00005912105,0.0001067879,0.00000387752,0.00001062927,0.00002177807,0.000002901716],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05724981,"threshold_uncertainty_score":0.4364543,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02281065192488183,"score_gpt":0.2396854552657234,"score_spread":0.2168748033408416,"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."}}