{"id":"W2084422195","doi":"10.1139/t11-063","title":"Limit equilibrium analysis for the design of backfilled stope barricades made of waste rock","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"ca_institutions":"École de Technologie Supérieure; Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; École de technologie supérieure","keywords":"Pore water pressure; Geotechnical engineering; Limit (mathematics); Geology; Environmental science","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"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":[0.0004508488,0.0001204022,0.000280284,0.0003451968,0.00006777467,0.00002380819,0.0004913875,0.00009636882,0.000319369],"category_scores_gemma":[0.0001087212,0.00008447599,0.0002309984,0.0004021824,0.00005072265,0.00009194713,0.00002721898,0.0002292302,0.000003602826],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005597047,"about_ca_system_score_gemma":0.00007648361,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009776715,"about_ca_topic_score_gemma":0.0004881889,"domain_scores_codex":[0.9990324,0.00003142001,0.000399632,0.00008983099,0.0001316653,0.0003150779],"domain_scores_gemma":[0.9992485,0.0001170872,0.00009807163,0.0002282142,0.0000911387,0.0002169967],"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":[0.0000753666,0.00001001139,0.0003823351,0.00005470973,0.001177338,0.000006905216,0.0002920281,0.9870732,0.003345886,0.000251193,0.003857263,0.003473768],"study_design_scores_gemma":[0.000619454,0.0002936196,0.003614653,0.00006477208,0.001465132,0.00001523732,0.0006172643,0.9693938,0.01452611,0.0007850928,0.008254105,0.0003507199],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06332026,0.003770332,0.9294834,0.0006606556,0.0003864195,0.0007972745,0.00004712505,0.0000952304,0.00143932],"genre_scores_gemma":[0.9975361,0.0001501322,0.001959347,0.0000300166,0.00006688751,0.00001059015,0.000001211186,0.00002102153,0.0002247291],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9342158,"threshold_uncertainty_score":0.3496867,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04380055831599485,"score_gpt":0.2032811997547432,"score_spread":0.1594806414387483,"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."}}