{"id":"W2365049395","doi":"","title":"A ROCK DILATION ANGLE MODEL AND ITS VERIFICATION","year":2010,"lang":"en","type":"article","venue":"Chinese journal of rock mechanics and engineering","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"Laurentian University","funders":"","keywords":"Dilation (metric space); Geotechnical engineering; Shearing (physics); Geology; Mohr–Coulomb theory; Shear (geology); Rock mechanics; Mechanics; Softening; Constitutive equation; Plasticity; Materials science; Geometry; Structural engineering; Mathematics; Composite material; Engineering; Finite element method; Physics; Petrology","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":[0.0001834047,0.0001820779,0.0002141901,0.0001936707,0.00004258956,0.00004350214,0.00008825243,0.0001052294,0.000003601062],"category_scores_gemma":[0.00007607337,0.0001609316,0.00004423147,0.0001326252,4.156827e-7,0.0002442342,0.0000313552,0.000361432,0.000001077569],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001569831,"about_ca_system_score_gemma":0.000009769711,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":2.890005e-7,"about_ca_topic_score_gemma":9.976807e-7,"domain_scores_codex":[0.999339,0.000001995645,0.0002664928,0.0000969434,0.0001258604,0.0001697094],"domain_scores_gemma":[0.9996059,0.0000234638,0.00005683586,0.00009518434,0.00007726306,0.0001413635],"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":[0.000002193829,0.000004280446,0.000006596038,0.00006695362,0.00001807437,0.000002036707,0.0001395358,0.7342128,0.2628632,0.002281896,0.00001184543,0.0003905921],"study_design_scores_gemma":[0.0002456236,0.00003003734,0.0001183894,0.0000479002,0.0000190726,0.0001299214,0.00001209628,0.9966998,0.001561954,0.0007300267,0.0002391522,0.0001659993],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5927212,0.0008410054,0.4057713,0.00001700367,0.000532223,0.00004181422,0.00000271956,0.00005904471,0.00001369904],"genre_scores_gemma":[0.9963597,0.0004925243,0.002930064,0.000005389748,0.0001523106,0.00000301255,0.000001842836,0.00004421016,0.00001096159],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4036385,"threshold_uncertainty_score":0.6562602,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005936974235600067,"score_gpt":0.1858352642264635,"score_spread":0.1798982899908634,"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."}}