{"id":"W2118981117","doi":"10.1080/17486025.2010.497871","title":"An analytical solution for the nonlinear distribution of effective and total stresses in vertical backfilled stopes","year":2010,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"ca_institutions":"WSP (Canada); École de Technologie Supérieure; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Stiffness; Geotechnical engineering; Nonlinear system; Stress (linguistics); Limit (mathematics); Rock mass classification; Pore water pressure; Overburden pressure; Geology; Mechanics; Structural engineering; Engineering; Mathematics; Physics; Mathematical analysis","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0003572908,0.0005157687,0.0003591974,0.0005416268,0.0002967067,0.0006180498,0.0007911308,0.0009711582,0.001401871],"category_scores_gemma":[0.001224838,0.0003465007,0.0004486585,0.0004587854,0.0008471286,0.0009625573,0.000572924,0.000467887,0.0003415615],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004537237,"about_ca_system_score_gemma":0.0007085614,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001976351,"about_ca_topic_score_gemma":0.002283435,"domain_scores_codex":[0.9998773,0.00002221999,0.000007921609,0.00002675166,0.0000475717,0.00001829807],"domain_scores_gemma":[0.9997451,0.00009392934,0.00004973254,0.00001568394,0.00008258336,0.00001300604],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00003599488,0.00004378344,0.001970521,0.0002194578,0.00001800337,0.0006851509,0.0004406504,0.8801621,0.02579736,0.05717001,0.0008859783,0.032571],"study_design_scores_gemma":[0.000005026651,0.00001124592,0.0002950986,0.00001252421,0.000002962428,0.00007494622,0.00005318899,0.9927371,0.00127923,0.004887226,0.000633219,0.000008222237],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1108372,0.0005785092,0.8763905,0.0002726701,0.00004312816,0.00007993494,0.0001128595,0.0002123355,0.01147294],"genre_scores_gemma":[0.8900982,0.001253306,0.09201223,0.00008860843,0.00006365953,0.0001467876,0.00009470455,0.00008853486,0.01615401],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001976351,"threshold_uncertainty_score":0.004689753,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005377969689378529,"score_gpt":0.2038980261925888,"score_spread":0.1985200565032102,"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."}}