{"id":"W4365503818","doi":"10.1139/cgj-2022-0377","title":"A relation between undrained CPTu results and the state parameter for liquefiable soils","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Agencia Estatal de Investigación","keywords":"Geotechnical engineering; Critical state soil mechanics; Liquefaction; Geology; Soil water; Penetration test; Constitutive equation; Finite element method; Engineering; Structural engineering; Soil science","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001094901,0.0005345163,0.000346518,0.0012105,0.0003055746,0.0007964619,0.0007569802,0.0005315897,0.001214429],"category_scores_gemma":[0.007212427,0.0002873383,0.0001701374,0.0006243652,0.0009315636,0.00122863,0.0004884588,0.0005371629,0.0003047269],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004116536,"about_ca_system_score_gemma":0.000315935,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001732995,"about_ca_topic_score_gemma":0.003374846,"domain_scores_codex":[0.9994183,0.00009742492,0.000052441,0.0001098861,0.0002809381,0.00004114528],"domain_scores_gemma":[0.9945056,0.003003958,0.0007727122,0.0006574072,0.0009906003,0.00006964837],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0006744986,0.0002141308,0.05898998,0.0006099541,0.00005082347,0.0007532668,0.001612869,0.4375584,0.2883729,0.011617,0.0006980312,0.1988482],"study_design_scores_gemma":[0.00001785468,0.0002725295,0.03284431,0.00008782986,0.00004331653,0.000564298,0.0003464232,0.6393825,0.3190871,0.005189187,0.001980527,0.0001841099],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5432467,0.0003137531,0.4489544,0.00008873083,0.00001920924,0.00008741477,0.0004022905,0.0009575015,0.005929888],"genre_scores_gemma":[0.9704014,0.0000782897,0.02894471,0.00001222367,0.000001763379,0.00002215946,0.0001206462,0.00006299195,0.0003556894],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001732995,"threshold_uncertainty_score":0.005790472,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01233889357215031,"score_gpt":0.2124831556478696,"score_spread":0.2001442620757193,"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."}}