{"id":"W2509993179","doi":"10.1061/(asce)gm.1943-5622.0000743","title":"Multiphysics Model for Consolidation Behavior of Cemented Paste Backfill","year":2016,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Consolidation (business); Multiphysics; Geotechnical engineering; Rock mass classification; Conservation of mass; Engineering; Finite element method; Mechanics; Structural engineering; Physics","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":[0.0003101554,0.000691701,0.000625747,0.000664669,0.0005655683,0.0008600901,0.001339435,0.00205775,0.002201645],"category_scores_gemma":[0.0005838547,0.0005192321,0.001155044,0.0005724421,0.0007834657,0.0009720521,0.0005708043,0.0008243702,0.0003477046],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000926999,"about_ca_system_score_gemma":0.001290162,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01887968,"about_ca_topic_score_gemma":0.007360402,"domain_scores_codex":[0.9998203,0.0000300027,0.00001118323,0.000043783,0.00006066309,0.00003411531],"domain_scores_gemma":[0.9998154,0.00006630697,0.00003348993,0.00001472938,0.00005440558,0.00001577821],"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":[0.00001538597,0.00003680314,0.0005833785,0.00002477256,0.000009908197,0.00007169416,0.00004897101,0.9918812,0.003432025,0.002102237,0.0001040663,0.001689498],"study_design_scores_gemma":[0.000003057785,0.000004807563,0.0001229759,0.000001829506,0.000001969407,0.000005271335,0.000005125811,0.9992632,0.0002240108,0.0002519049,0.0001129851,0.000002768915],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2855272,0.001013009,0.6837574,0.0006734616,0.0001601757,0.0002916161,0.0006777841,0.0006497152,0.02724969],"genre_scores_gemma":[0.9784614,0.0004890217,0.01303594,0.0001003171,0.00002216769,0.0003202262,0.0002190988,0.00005908847,0.007292644],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01887968,"threshold_uncertainty_score":0.0375396,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02390792522963311,"score_gpt":0.2432420333754628,"score_spread":0.2193341081458297,"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."}}