{"id":"W2109315057","doi":"10.1680/geot.2007.57.3.273","title":"Undrained monotonic response of clean and silty sands","year":2007,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":309,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Void ratio; Geotechnical engineering; Shearing (physics); Silt; Liquefaction; Slurry; Stress path; Critical state soil mechanics; Effective stress; Geology; Void (composites); Monotonic function; Materials science; Dilatant; Asphalt; Plasticity; Composite material; Engineering; Mathematics; Constitutive equation; Structural engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0001933792,0.000311954,0.0002074433,0.0003587087,0.0001778396,0.000201114,0.0002463848,0.0001683618,0.001360449],"category_scores_gemma":[0.0006131083,0.0002016038,0.0001268743,0.000222975,0.0004056165,0.0001580515,0.0002633209,0.0002095829,0.0001409515],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003940633,"about_ca_system_score_gemma":0.0002218756,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007949703,"about_ca_topic_score_gemma":0.02901412,"domain_scores_codex":[0.9998079,0.00001927035,0.00001941096,0.00003562256,0.00007172189,0.00004606764],"domain_scores_gemma":[0.9996383,0.00006237347,0.00007304287,0.00004859156,0.0001247678,0.00005291427],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0002960853,0.00002052812,0.004747178,0.00003095928,0.00001518715,0.0001155316,0.0001416774,0.0008698476,0.9913588,0.00002107044,0.00001569877,0.00236745],"study_design_scores_gemma":[0.000009004993,0.0008740594,0.1473223,0.00001067608,0.00002996261,0.0001763189,0.0003777868,0.003578237,0.8469794,0.0000197478,0.0006004047,0.00002201573],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994929,0.00005390491,0.0001548993,0.00000326199,0.000001165708,0.000004138592,0.0000560378,0.000007862646,0.0002257297],"genre_scores_gemma":[0.9988284,0.00005289621,0.0003011107,0.000009359193,7.301334e-7,0.000004183874,0.0001034353,0.000004059336,0.0006958035],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007949703,"threshold_uncertainty_score":0.01580685,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004835623893153493,"score_gpt":0.2012037489351844,"score_spread":0.1963681250420309,"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."}}