{"id":"W2795169720","doi":"10.1016/j.sandf.2018.02.023","title":"Cyclic response and modeling of saturated silty clay due to fluctuations in reservoir water level of the Three Gorges Dam, China","year":2018,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Pore water pressure; Geotechnical engineering; Landslide; Three gorges; Geology; Water level; Deformation (meteorology); Triaxial shear test; Constitutive equation; Shear (geology); Overburden pressure; Petrology; Finite element method; Engineering","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0001607914,0.0003328339,0.0002369364,0.0004254531,0.0002556203,0.0003250495,0.0005454128,0.0005190572,0.0006522913],"category_scores_gemma":[0.0002899084,0.0002282658,0.000433648,0.0003692163,0.0003426753,0.0002177341,0.0002276023,0.0001827532,0.00005695102],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005453801,"about_ca_system_score_gemma":0.0005541579,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04093622,"about_ca_topic_score_gemma":0.02801337,"domain_scores_codex":[0.9999458,0.000006980302,0.000003782766,0.00001336308,0.00001185455,0.00001832136],"domain_scores_gemma":[0.9999001,0.00002902796,0.00002226158,0.00001336239,0.00001980282,0.00001540802],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008207821,0.00006938485,0.02505817,0.00004188732,0.00003076328,0.0003950912,0.0001073953,0.9533826,0.01548626,0.0002705407,0.0001435168,0.004932488],"study_design_scores_gemma":[0.000003135379,0.00002065594,0.009344614,0.00000136614,0.000006874753,0.00001867327,0.00002477831,0.9896942,0.000804878,0.0000316662,0.00004385693,0.000005259718],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971674,0.00003073705,0.002068557,0.00002329286,0.000003681746,0.000006179102,0.00008050392,0.00003206656,0.0005876261],"genre_scores_gemma":[0.9994804,0.00002194589,0.0002605174,0.000002335113,7.770223e-7,0.000004080152,0.00003765319,0.000003409033,0.0001887179],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04093622,"threshold_uncertainty_score":0.08139592,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03940366228481902,"score_gpt":0.2791127372667506,"score_spread":0.2397090749819316,"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."}}