{"id":"W2011851021","doi":"10.1139/cgj-2014-0341","title":"Permanent deformation characteristics of saturated sand under cyclic loading","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":114,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Stress path; Overburden pressure; Geotechnical engineering; Deformation (meteorology); Stress (linguistics); Shear stress; Triaxial shear test; Geology; Shear (geology); Materials science; Principal stress; Structural engineering; Mechanics; Composite material; Engineering; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001903777,0.0002396606,0.0002069615,0.0008070744,0.0002902666,0.0002872556,0.0003031974,0.0003375063,0.001264893],"category_scores_gemma":[0.0005810512,0.0001610438,0.0001685862,0.0006110863,0.0005741114,0.0002144589,0.000257609,0.0001961946,0.0001591958],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003633501,"about_ca_system_score_gemma":0.0003038238,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004952937,"about_ca_topic_score_gemma":0.009104874,"domain_scores_codex":[0.9998266,0.00001125409,0.00001690257,0.0000352501,0.00007292646,0.00003703304],"domain_scores_gemma":[0.999617,0.000107406,0.00006832075,0.00004599568,0.0001156761,0.00004554904],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001041903,0.0001352485,0.04519884,0.0001709182,0.00003516349,0.001039097,0.0007723478,0.03481292,0.8817235,0.0004472247,0.000317605,0.03430519],"study_design_scores_gemma":[0.00002611609,0.001142534,0.399288,0.00003468476,0.00006280209,0.0007465565,0.001256461,0.1269189,0.4684232,0.0004648587,0.001523471,0.0001123204],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985312,0.00003663839,0.0006102992,0.000007544898,0.000003175153,0.00000618956,0.0001352683,0.00002625534,0.0006433249],"genre_scores_gemma":[0.999385,0.00002410415,0.0001982011,0.000003371454,6.555406e-7,0.0000031043,0.00007512808,0.000003644893,0.0003067976],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004952937,"threshold_uncertainty_score":0.009848237,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01184778099348279,"score_gpt":0.2019749788026728,"score_spread":0.19012719780919,"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."}}