{"id":"W1977759435","doi":"10.1139/t04-087","title":"Stability of highly fractured infinite rock slopes with nonlinear failure criteria and nonassociated flow laws","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Dilatant; Geotechnical engineering; Geology; Rock mass classification; Geological Strength Index; Flow (mathematics); Hoek–Brown failure criterion; Slope stability analysis; Stability (learning theory); Nonlinear system; Isotropy; Slope stability; Mechanics; Mathematics; Geometry; Physics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004016165,0.0002472225,0.0002085006,0.000829473,0.000252764,0.0004937222,0.000393539,0.0001965337,0.0008989542],"category_scores_gemma":[0.001789576,0.0001299141,0.0002273523,0.000286871,0.001152479,0.0003107527,0.0004129841,0.0001360323,0.0001153033],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007472984,"about_ca_system_score_gemma":0.0004323359,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007221617,"about_ca_topic_score_gemma":0.004743874,"domain_scores_codex":[0.9998562,0.00002446069,0.000008399113,0.00002179142,0.00005682384,0.00003233935],"domain_scores_gemma":[0.9994372,0.0002161629,0.0001730286,0.00003924893,0.00009195012,0.0000423866],"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":[0.0004058885,0.0000593689,0.04952698,0.0001467635,0.00005154534,0.001135573,0.0004309851,0.8138282,0.07570351,0.04073552,0.0004218392,0.01755386],"study_design_scores_gemma":[0.00005074283,0.0001785792,0.0384776,0.00002147372,0.00001719527,0.0004222543,0.0001610233,0.9270515,0.01086246,0.02224436,0.0004698655,0.00004296454],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9857788,0.00005862588,0.01244863,0.00001742148,0.000001413648,0.000006479241,0.0000499484,0.00002896678,0.001609665],"genre_scores_gemma":[0.9986908,0.00003081346,0.0007759355,0.000001716902,0.000001204767,0.000004502402,0.00003938754,0.00000404844,0.0004516405],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007221617,"threshold_uncertainty_score":0.01435918,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00817248433558868,"score_gpt":0.1991247436671904,"score_spread":0.1909522593316017,"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."}}