{"id":"W2898502865","doi":"10.1139/cgj-2018-0435","title":"Modeling interaction between loading-induced and creep strains of rockfill materials using a hardening elastoplastic constitutive model","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Creep; Materials science; Hardening (computing); Dilatant; Constitutive equation; Strain hardening exponent; Plasticity; Geotechnical engineering; Structural engineering; Mechanics; Composite material; Finite element method; Geology; 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":[0.0003179823,0.0006873921,0.0005611567,0.0007256534,0.0002806139,0.0007708516,0.001231621,0.001511776,0.001329414],"category_scores_gemma":[0.0007002439,0.0004705332,0.0006011354,0.0006235202,0.0004872109,0.00100081,0.0004459294,0.0005027439,0.0003344188],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005994776,"about_ca_system_score_gemma":0.0009567937,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007718155,"about_ca_topic_score_gemma":0.006435467,"domain_scores_codex":[0.9998176,0.00002834713,0.00001469267,0.00003997548,0.00006577799,0.00003366594],"domain_scores_gemma":[0.9998046,0.00007270881,0.00004163824,0.0000253229,0.000044329,0.00001145278],"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":[0.00001258593,0.00003153254,0.000524735,0.00002600572,0.000006140785,0.00007788273,0.00003836447,0.9835936,0.009205488,0.002262942,0.00009320267,0.004127495],"study_design_scores_gemma":[0.000001443939,0.00000642143,0.0001918818,0.000002455362,0.000002859401,0.0000148447,0.000005824307,0.9983078,0.000934,0.0002970771,0.0002318805,0.000003454627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2184246,0.0005713995,0.7615029,0.0002225962,0.00004897314,0.0001516308,0.0004102222,0.0007603348,0.01790738],"genre_scores_gemma":[0.9656588,0.000527317,0.02471024,0.00004565195,0.0000155854,0.0002002325,0.0002440921,0.00008964571,0.00850857],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007718155,"threshold_uncertainty_score":0.01534647,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02693824630097303,"score_gpt":0.2410569867949097,"score_spread":0.2141187404939367,"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."}}