{"id":"W2886697346","doi":"10.1139/cgj-2018-0178","title":"Constitutive model to simulate full deformation and failure process for rocks considering initial compression and residual strength behaviors","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Constitutive equation; Geotechnical engineering; Residual strength; Deformation (meteorology); Residual; Void (composites); Compression (physics); Hardening (computing); Softening; Stiffness; Materials science; Geology; Structural engineering; Finite element method; Composite material; Engineering; Mathematics","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":[0.000140282,0.0001344639,0.0001509984,0.0001820229,0.0003795195,0.00009747425,0.00007901795,0.0001525114,0.00000456974],"category_scores_gemma":[0.00005964098,0.000132987,0.00002158956,0.00005595334,0.00003874612,0.0002006602,0.00002793102,0.0002909907,0.000001013004],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009522187,"about_ca_system_score_gemma":0.0001774901,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001601554,"about_ca_topic_score_gemma":0.0044191,"domain_scores_codex":[0.999183,0.000007619187,0.0002448981,0.0001357476,0.00009989223,0.0003288609],"domain_scores_gemma":[0.9991115,0.00002478706,0.00003377631,0.00007210961,0.0001473826,0.0006104862],"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":[0.00002808315,0.000003287485,0.000006748287,0.00002709351,0.00001312766,0.00001057285,0.0004756123,0.9906815,0.003195146,0.0001865628,0.0003870999,0.004985202],"study_design_scores_gemma":[0.0004138595,0.0001103632,0.000005441798,0.0001353936,0.00002492518,0.0001945357,0.0001929795,0.9937222,0.002693274,0.001591143,0.0007309982,0.0001848957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.645541,0.00004686043,0.3538139,0.0001706554,0.0000907462,0.0002075083,0.00005411549,0.0000423693,0.00003277244],"genre_scores_gemma":[0.9967563,0.00001366972,0.002926668,0.0001234826,0.0001401569,0.00001072083,0.000006687209,0.00001993873,0.000002333327],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3512153,"threshold_uncertainty_score":0.5423051,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02423165533294887,"score_gpt":0.2717054762618782,"score_spread":0.2474738209289293,"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."}}