{"id":"W2312640114","doi":"10.1139/t2012-045","title":"Linkage between static and cyclic liquefaction of loose sand with a range of fines contents","year":2012,"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":"University of New South Wales","keywords":"Instability; Liquefaction; Void ratio; Geotechnical engineering; Shearing (physics); Softening; Void (composites); Monotonic function; Materials science; Soil liquefaction; Geology; Composite material; Mechanics; Mathematics; Physics","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":[0.0002530272,0.0001364176,0.0003028102,0.0002033197,0.00003630767,0.00001194495,0.0001097333,0.0001774601,0.00001556746],"category_scores_gemma":[0.00009353724,0.000117318,0.00005055185,0.0001605453,0.00005202927,0.0001152929,0.00001099455,0.0004759664,0.000001590706],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007562158,"about_ca_system_score_gemma":0.00004398762,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001004376,"about_ca_topic_score_gemma":0.0002474146,"domain_scores_codex":[0.9990728,0.00001990626,0.0003283408,0.00007140737,0.0001535672,0.0003539628],"domain_scores_gemma":[0.9990598,0.00007271547,0.00006527854,0.0001387293,0.00006099002,0.0006024927],"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":[0.0002681409,0.0003838327,0.05686052,0.004170291,0.002123568,0.0003183275,0.002209921,0.5125034,0.03315588,0.002817871,0.002674466,0.3825138],"study_design_scores_gemma":[0.01006619,0.003142094,0.6726637,0.004604497,0.001414742,0.002867899,0.000442752,0.2358698,0.04113034,0.003632392,0.0206708,0.003494821],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9808151,0.001128742,0.01756829,0.000100034,0.0001119334,0.0001122424,0.00003535486,0.00005954168,0.00006882707],"genre_scores_gemma":[0.9992189,0.000177855,0.0004601314,0.00001748952,0.00008414892,0.000003249553,0.000002298448,0.00002661958,0.000009257036],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6158032,"threshold_uncertainty_score":0.4784089,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01227560860727324,"score_gpt":0.1979077567703975,"score_spread":0.1856321481631243,"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."}}