{"id":"W2724395638","doi":"10.1007/s00603-017-1258-3","title":"Validation of a New Elastoplastic Constitutive Model Dedicated to the Cyclic Behaviour of Brittle Rock Materials","year":2017,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Constitutive equation; Yield surface; Brittleness; Cohesion (chemistry); Geotechnical engineering; Hardening (computing); Stress space; Plasticity; Mechanics; Isotropy; Softening; Stress path; Materials science; Structural engineering; Geology; Finite element method; Engineering; Composite material; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001474445,0.000230954,0.0003666718,0.0001200828,0.0002111591,0.00005370659,0.0003273166,0.0001297433,0.000009703003],"category_scores_gemma":[0.0001078701,0.0002071584,0.00005957535,0.00007928738,5.697119e-7,0.0001378037,0.0002169099,0.000137667,0.000006562047],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003140853,"about_ca_system_score_gemma":0.00004467886,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004517003,"about_ca_topic_score_gemma":0.000007386437,"domain_scores_codex":[0.9988825,0.000006366854,0.00041632,0.0002107936,0.0002050109,0.0002789742],"domain_scores_gemma":[0.9992038,0.00002797015,0.0001310737,0.0004012292,0.00008333172,0.0001525774],"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":[0.000006997929,0.000007839063,0.000002411154,0.00007303653,0.00003739945,7.225796e-7,0.0002310586,0.7872015,0.2081889,0.004122267,0.00006655772,0.00006130715],"study_design_scores_gemma":[0.000232192,0.00002674405,0.000008135159,0.0001491307,0.00005936757,0.000007068007,0.00002985785,0.7371758,0.2618159,0.0002747554,0.00006068885,0.0001603851],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2134611,0.0001656997,0.7855608,0.00002730904,0.0004351027,0.0002172078,0.00004859297,0.00006402064,0.00002008134],"genre_scores_gemma":[0.9984449,0.0001571047,0.001185818,0.000007527486,0.00007816961,0.00001836544,0.000009469062,0.00004984756,0.00004883858],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7849837,"threshold_uncertainty_score":0.8447676,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01499458743443905,"score_gpt":0.2205911290094038,"score_spread":0.2055965415749648,"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."}}