{"id":"W2385727061","doi":"","title":"Application of finite elements with joint net to stability analysis of toppling slope","year":2011,"lang":"en","type":"article","venue":"Rock and Soil Mechanics","topic":"Soil, Finite Element Methods","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Joint (building); Stability (learning theory); Slope stability; Slope stability analysis; Net (polyhedron); Finite element method; Geology; Rock mass classification; Geotechnical engineering; Slope stability probability classification; Mathematics; Structural engineering; Engineering; Geometry; Computer science","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":[0.0003928238,0.0004409704,0.0004106996,0.0007726346,0.0003877843,0.0004247157,0.0005230941,0.0004351979,0.001420668],"category_scores_gemma":[0.001009763,0.0002821279,0.0004880611,0.0004817303,0.0005518098,0.0004278965,0.0003934056,0.0003892957,0.0002380791],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003704894,"about_ca_system_score_gemma":0.0005438484,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00399821,"about_ca_topic_score_gemma":0.003521154,"domain_scores_codex":[0.9997776,0.00007402867,0.00001133968,0.00002790749,0.00009559159,0.00001350512],"domain_scores_gemma":[0.9997332,0.0001452256,0.00002453243,0.00002728545,0.00005797327,0.0000118968],"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":[0.00003233151,0.00002703726,0.001844782,0.00006560804,0.00002576978,0.00008183833,0.00008865989,0.9423409,0.009052029,0.01182255,0.0001779871,0.03444057],"study_design_scores_gemma":[0.000002010057,0.00001195839,0.00020315,0.000005152547,0.000003134748,0.00001971928,0.00001099197,0.9971643,0.0007978298,0.001333524,0.000444687,0.00000349615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04332925,0.0001303228,0.952534,0.00003278775,0.00002000654,0.00002133984,0.00003717576,0.0002666918,0.003628464],"genre_scores_gemma":[0.780746,0.0002341155,0.2154997,0.00001686608,0.00002266214,0.0001009936,0.0001073931,0.0001131739,0.003159165],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00399821,"threshold_uncertainty_score":0.007949889,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03639719082280499,"score_gpt":0.242071748826707,"score_spread":0.205674558003902,"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."}}