{"id":"W2944473903","doi":"10.1155/2019/1802130","title":"Effect of Drainage and Consolidation on the Pore Water Pressures and Total Stresses within Backfilled Stopes and on Barricades","year":2019,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Consolidation (business); Geotechnical engineering; Drainage; Pore water pressure; Geology; Water pressure; Hydraulic conductivity; Modulus; Materials science; Soil water; Composite material; Soil science","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001662262,0.0001285633,0.0001523575,0.00007417618,0.00001919753,0.00002844783,0.00004432765,0.00002885545,0.0000107479],"category_scores_gemma":[0.00004587302,0.00007602513,0.000009428161,0.0000394229,0.00003006136,0.0002014978,0.00003507463,0.0001010111,7.625654e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00000550741,"about_ca_system_score_gemma":6.384039e-7,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002239818,"about_ca_topic_score_gemma":0.000007941567,"domain_scores_codex":[0.9995613,0.00001773987,0.0001104032,0.0001200854,0.00007434333,0.0001160948],"domain_scores_gemma":[0.9996029,0.0002714169,0.0000159126,0.0000878815,0.000005195051,0.00001674571],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001269546,0.00000847273,0.004029542,0.002415384,0.00006145533,0.000004757244,0.001981149,0.956967,0.01922975,0.003277364,0.00001657362,0.01188159],"study_design_scores_gemma":[0.002557811,0.00168912,0.00760334,0.002273559,0.00008349128,0.00001123641,0.0008260562,0.3467824,0.6299459,0.0005119275,0.006743643,0.0009714863],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9937996,0.003745666,0.00004913992,0.00002557343,0.000102928,0.0002335373,0.00000232315,0.00005012374,0.001991123],"genre_scores_gemma":[0.9993618,0.0005018448,0.00003297357,0.000005728862,0.00001458875,0.00001595431,0.000002465743,0.000015525,0.00004917759],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6107162,"threshold_uncertainty_score":0.3100215,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002659330030183159,"score_gpt":0.1858630494018323,"score_spread":0.1832037193716491,"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."}}