{"id":"W1855787122","doi":"10.1139/t11-076","title":"Constitutive modeling of time-dependent stress–strain behaviour of saturated soils exhibiting both creep and swelling","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Oedometer test; Creep; Swelling; Viscoplasticity; Geotechnical engineering; Materials science; Stress (linguistics); Stress relaxation; Compression (physics); Soil water; Composite material; Constitutive equation; Geology; Structural engineering; Finite element method; Soil science; Engineering","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":[0.0003474852,0.0006524011,0.0005085834,0.0009886619,0.0002621091,0.0008384954,0.00123219,0.001768367,0.0008122811],"category_scores_gemma":[0.0007087249,0.0005766829,0.0007423519,0.0008743885,0.0005644017,0.0009566398,0.0003534039,0.0004919792,0.0003809538],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006631546,"about_ca_system_score_gemma":0.0007198876,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007556719,"about_ca_topic_score_gemma":0.006406543,"domain_scores_codex":[0.9997993,0.00003083028,0.00001688338,0.00004283253,0.00007146632,0.00003862178],"domain_scores_gemma":[0.9997271,0.00007909048,0.00006852555,0.00003263961,0.00007303055,0.00001958228],"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":[0.00001478087,0.00006207289,0.001305448,0.00004289755,0.0000150844,0.0001610329,0.00007624501,0.9727357,0.01735513,0.003069101,0.0001705224,0.004992082],"study_design_scores_gemma":[0.0000015388,0.000007394534,0.0005019286,0.000003330995,0.000003396677,0.00002521707,0.00001038082,0.9979635,0.0007683126,0.0004491632,0.0002595657,0.000006157836],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5466717,0.001550505,0.4267822,0.0004137628,0.00009689102,0.0001466482,0.0006810757,0.0005297505,0.02312741],"genre_scores_gemma":[0.9811339,0.0008056928,0.009719308,0.00004189257,0.00002347165,0.000117786,0.0002422796,0.00006406474,0.007851447],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007556719,"threshold_uncertainty_score":0.01502544,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01548157704603622,"score_gpt":0.1842022398497196,"score_spread":0.1687206628036834,"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."}}