{"id":"W2092352028","doi":"10.1139/t08-133","title":"Viscoplastic constitutive approach for rate-sensitive structured clays","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"","keywords":"Viscoplasticity; Oedometer test; Critical state soil mechanics; Consolidation (business); Geotechnical engineering; Constitutive equation; Biot number; Yield surface; Materials science; Creep; Plasticity; Strain rate; Geology; Mechanics; Composite material; Soil water; Structural engineering; Engineering; Physics; Finite element method","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003091758,0.0002726276,0.0003362033,0.0002629774,0.0002143852,0.00009916579,0.0002732936,0.0003860654,0.00001782002],"category_scores_gemma":[0.0003170354,0.0002671128,0.0001684866,0.0002519101,0.00006266364,0.0001007364,0.000008829015,0.001002282,0.000009987622],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004210634,"about_ca_system_score_gemma":0.0002780341,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009138614,"about_ca_topic_score_gemma":0.0001318491,"domain_scores_codex":[0.9985111,0.00002439831,0.0003468605,0.0002209691,0.0001452165,0.0007515014],"domain_scores_gemma":[0.998567,0.00009210696,0.00003756833,0.0002128509,0.000124576,0.0009659277],"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":[0.00001396258,0.000008863391,2.258691e-7,0.00001397096,0.00003857984,0.00007192897,0.00002203679,0.9823974,0.00152524,0.005918154,0.002839077,0.007150594],"study_design_scores_gemma":[0.0006887312,0.000218834,0.0001899399,0.00005477381,0.00005723924,0.0007117785,0.00005370555,0.9819234,0.001377247,0.004628217,0.009586918,0.0005092155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.004200106,0.0001751612,0.9920251,0.0002928085,0.0006120878,0.0003737799,0.00009079021,0.0004061341,0.001824062],"genre_scores_gemma":[0.9932045,0.0000322735,0.006009412,0.000366145,0.0002891175,0.00001161787,0.00002247387,0.00003546831,0.00002901598],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9890044,"threshold_uncertainty_score":0.9999781,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007805124475834801,"score_gpt":0.1911172749992761,"score_spread":0.1833121505234413,"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."}}