{"id":"W2117137107","doi":"10.1002/nag.555","title":"Analysis of liquefaction susceptibility of nearly saturated sands","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Princeton University","keywords":"Constitutive equation; Liquefaction; Saturation (graph theory); Geotechnical engineering; Compressibility; Soil water; Soil liquefaction; Plasticity; Finite element method; Geology; Dissolution; Mechanics; Engineering; Mathematics; Thermodynamics; Physics; Soil science; Structural engineering","routes":{"ca_aff":true,"ca_fund":true,"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":[0.000151923,0.0001472914,0.0001674677,0.0005328036,0.0001160973,0.0002304364,0.0001530909,0.0001327534,0.0005623995],"category_scores_gemma":[0.0005482636,0.0001210717,0.00009747409,0.0003840837,0.0002500432,0.0001932303,0.0001760097,0.0001191901,0.00006799125],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002260062,"about_ca_system_score_gemma":0.0001608592,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003402223,"about_ca_topic_score_gemma":0.00248388,"domain_scores_codex":[0.9999288,0.000007386084,0.000004309694,0.00001079526,0.00003265516,0.00001607419],"domain_scores_gemma":[0.9997566,0.0000775634,0.00006614543,0.00002145897,0.00005182519,0.00002635353],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005305265,0.00005134858,0.0397491,0.0001282742,0.00005306138,0.0008027092,0.000296857,0.2696809,0.6607301,0.001405304,0.0001381888,0.02643355],"study_design_scores_gemma":[0.000009175324,0.0001472495,0.04997551,0.00001161506,0.00002189243,0.0002681157,0.0001509715,0.7879063,0.1604156,0.0003715402,0.0007025726,0.00001952762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961197,0.00004820389,0.003240716,0.000006337082,8.458013e-7,0.000002995219,0.00005205422,0.00004157667,0.0004875927],"genre_scores_gemma":[0.9996411,0.00001896452,0.0002052977,0.000001107688,2.579642e-7,9.108545e-7,0.00003197263,0.000002118366,0.00009828063],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003402223,"threshold_uncertainty_score":0.006764889,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01607212406910036,"score_gpt":0.3345735911445598,"score_spread":0.3185014670754595,"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."}}