{"id":"W2164266181","doi":"10.1139/cgj-2013-0057","title":"Characterization of an alluvial silt and clay deposit for monotonic, cyclic, and post-cyclic behavior","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Department of Water Resources","keywords":"Silt; Geotechnical engineering; Consolidation (business); Geology; Alluvium; Void ratio; Pore water pressure; Atterberg limits; Soil water; Plasticity; Soil test; Water content; Soil science; Geomorphology; Materials science; Composite material","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":[0.000114175,0.000152684,0.00009648679,0.001001591,0.0003309059,0.0002599053,0.0001881839,0.0001308293,0.0004153787],"category_scores_gemma":[0.0002784759,0.0001154147,0.000108391,0.0004563107,0.0002154692,0.0001319397,0.0001767741,0.00009411752,0.00008388222],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001746932,"about_ca_system_score_gemma":0.0003147661,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01107019,"about_ca_topic_score_gemma":0.04567188,"domain_scores_codex":[0.999941,0.000004153162,0.000005490781,0.00001434776,0.0000231771,0.00001194396],"domain_scores_gemma":[0.9998196,0.0000240916,0.00004904648,0.00001420456,0.00006404246,0.00002907144],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009676084,0.00004605961,0.6291397,0.00006450433,0.00002602433,0.000434826,0.0005675012,0.001260196,0.3466805,0.00007860742,0.00005456164,0.02155085],"study_design_scores_gemma":[0.000002063922,0.00008894409,0.983358,0.000002652879,0.000008681565,0.0002187554,0.0001546691,0.001339694,0.01450188,0.00001723241,0.0003024043,0.000005087185],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994118,0.00002711207,0.0002252007,0.000001696129,3.025551e-7,0.000005831037,0.00004263046,0.000005650169,0.0002796906],"genre_scores_gemma":[0.9992406,0.00002599993,0.0004997082,0.000002522321,6.226124e-7,0.000003162339,0.00008758066,0.000002297645,0.0001375328],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01107019,"threshold_uncertainty_score":0.02201152,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005074902064959494,"score_gpt":0.1873260160138268,"score_spread":0.1822511139488673,"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."}}