{"id":"W2737045041","doi":"10.1177/1056789517720804","title":"A damage model for modeling the complete stress–strain relations of brittle rocks under uniaxial compression","year":2017,"lang":"en","type":"article","venue":"International Journal of Damage Mechanics","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":119,"is_retracted":false,"has_abstract":true,"ca_institutions":"Laurentian University","funders":"","keywords":"Uniaxial tension; Compression (physics); Brittleness; Deformation (meteorology); Materials science; Elastic modulus; Rock mechanics; Geotechnical engineering; Modulus; Test data; Constitutive equation; Stress–strain curve; Stress (linguistics); Mechanics; Geology; Structural engineering; Composite material; Engineering; Physics; Finite element method; Ultimate tensile strength","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":[0.0003988581,0.0001414405,0.0002151611,0.0001238437,0.0002555428,0.0001300564,0.001060439,0.00008829537,0.00001307679],"category_scores_gemma":[0.000109234,0.000117283,0.0001842609,0.00002521031,0.00001261327,0.0003554834,0.0001528303,0.0003070228,9.303116e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006947068,"about_ca_system_score_gemma":0.000067477,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001254839,"about_ca_topic_score_gemma":0.00003856044,"domain_scores_codex":[0.9987127,0.0000199417,0.000562354,0.0001039792,0.0004396351,0.0001613732],"domain_scores_gemma":[0.9985036,0.00007807457,0.0003937688,0.0003059166,0.0006533987,0.00006523488],"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":[0.00003507016,0.00002949333,0.000002758645,0.00001328148,0.0001179792,0.000003350571,0.0002500883,0.9598389,0.02443426,0.01441856,0.000183047,0.0006732226],"study_design_scores_gemma":[0.0007906249,0.00003215453,0.000005635708,0.0002477726,0.0000426795,0.00001289487,0.0001830785,0.9563498,0.001451333,0.0406645,0.0001099294,0.0001096149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06550536,0.00007876594,0.9323671,0.0004225353,0.0008345913,0.0001605685,0.0004586297,0.00001664872,0.000155818],"genre_scores_gemma":[0.9891713,0.00008553784,0.01033188,0.00004040416,0.0002424838,0.000005999259,0.00002935773,0.00003603084,0.00005700736],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9236659,"threshold_uncertainty_score":0.4782663,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.05298018481477478,"score_gpt":0.2902098106532809,"score_spread":0.2372296258385061,"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."}}