{"id":"W1989036613","doi":"10.1139/t01-074","title":"A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":214,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Hong Kong Polytechnic University; Hong Kong Government; Government of Jiangxi Province; University Grants Committee","keywords":"Viscoplasticity; Creep; Isotropy; Geotechnical engineering; Constitutive equation; Nonlinear system; Plane stress; Stress (linguistics); Materials science; Geology; Mechanics; Structural engineering; Engineering; Composite material; Finite element method; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003024402,0.0001614215,0.000221623,0.0001938063,0.00007825509,0.00004761205,0.0001423835,0.0002323685,0.00004753254],"category_scores_gemma":[0.0001992092,0.0001671274,0.00005059182,0.00009347473,0.0000337733,0.00009842079,0.00001678697,0.0004153952,0.000005972707],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001033048,"about_ca_system_score_gemma":0.00008381919,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001011142,"about_ca_topic_score_gemma":0.0001228839,"domain_scores_codex":[0.9990546,0.00001771273,0.0003206695,0.0001466339,0.0001202958,0.0003400907],"domain_scores_gemma":[0.9989509,0.0001211965,0.00004327932,0.0001526959,0.00005261869,0.00067932],"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":[0.00001708807,0.00001123609,0.000003257488,0.00004720758,0.00003665088,0.00001198395,0.00006563693,0.9834567,0.00343333,0.00147521,0.001079489,0.0103622],"study_design_scores_gemma":[0.0004291276,0.00009105091,0.00007403058,0.00006646868,0.00006756555,0.0002119216,0.000009625364,0.9968299,0.0001933615,0.00164932,0.0001965112,0.0001810882],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05287749,0.0007610113,0.9456697,0.0001108609,0.000116497,0.0002002515,0.00005884469,0.0001252052,0.00008018367],"genre_scores_gemma":[0.9975893,0.0002065365,0.001893369,0.00004386976,0.00004443996,0.000008059988,0.00000351228,0.00003795306,0.000172994],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9447118,"threshold_uncertainty_score":0.6815256,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00854727168237556,"score_gpt":0.1835808298393269,"score_spread":0.1750335581569513,"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."}}