{"id":"W3162541218","doi":"","title":"Capturing Non-Linear Stress-Strain Response of Brittle Rocks Due to Closure of Coring-Induced Micro-Cracks Using 3D Bonded Block Model","year":2020,"lang":"en","type":"article","venue":"54th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Coring; Brittleness; Closure (psychology); Block (permutation group theory); Stress (linguistics); Geology; Geotechnical engineering; Plane stress; Strain (injury); Stress–strain curve; Materials science; Structural engineering; Composite material; Finite element method; Engineering; Deformation (meteorology); Geometry; Mathematics; Metallurgy; Drilling","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000143434,0.000376406,0.0003871195,0.0003463753,0.0001848526,0.0003895133,0.0007089964,0.001000127,0.00182792],"category_scores_gemma":[0.000590517,0.0004196367,0.0003281378,0.000279388,0.0002610882,0.000458827,0.0004127731,0.00041001,0.0002570349],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002848499,"about_ca_system_score_gemma":0.0006367004,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01064942,"about_ca_topic_score_gemma":0.01284302,"domain_scores_codex":[0.9999189,0.00001105807,0.000005075038,0.00001376518,0.00003632825,0.00001480938],"domain_scores_gemma":[0.9997752,0.00008423864,0.00003728711,0.00002861092,0.00004829679,0.0000263179],"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":[0.00003906567,0.00004570338,0.001502618,0.00003922942,0.00001518364,0.0001283779,0.0000531052,0.9697596,0.02099974,0.0008330939,0.0002203216,0.006363988],"study_design_scores_gemma":[0.000001330029,0.000004236686,0.0002186976,7.179143e-7,9.188299e-7,0.000004393151,0.000003265762,0.9993611,0.0003027465,0.00006306203,0.00003799587,0.000001492905],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7569854,0.0002514413,0.2364788,0.0001356908,0.00004760688,0.00005280236,0.0003907664,0.0009237548,0.004733735],"genre_scores_gemma":[0.9877968,0.00007762656,0.01059038,0.00001626294,0.000005967468,0.00002483532,0.0001479281,0.00005623853,0.001283844],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01064942,"threshold_uncertainty_score":0.02117485,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02328495516602823,"score_gpt":0.2338741200182524,"score_spread":0.2105891648522242,"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."}}