{"id":"W2912973023","doi":"10.1139/cgj-2018-0630","title":"Characterization of static and dynamic geotechnical properties and behaviors of fine coal refuse","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Office of Surface Mining Reclamation and Enforcement","keywords":"Geotechnical engineering; Liquefaction; Shearing (physics); Slurry; Direct shear test; Pore water pressure; Coal; Overburden pressure; Hydraulic conductivity; Materials science; Shear (geology); Geology; Composite material; Soil water; Engineering; Waste management; Soil science","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001685419,0.0001668926,0.0003337258,0.0002497053,0.00004159227,0.00002949776,0.0001480296,0.0002298463,0.00003538436],"category_scores_gemma":[0.00005384557,0.0001490581,0.00005038853,0.0001328421,0.0001355272,0.0001137893,0.00002953806,0.000520418,0.000001083806],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008349346,"about_ca_system_score_gemma":0.00008216131,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005334021,"about_ca_topic_score_gemma":0.0003615898,"domain_scores_codex":[0.9989471,0.00001901914,0.0004398487,0.0001394388,0.0001663135,0.0002882777],"domain_scores_gemma":[0.999328,0.00002886347,0.00007218238,0.0001860459,0.0000561729,0.0003287105],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000440947,0.00003355882,0.0006658512,0.0006231979,0.00009624185,0.00003953497,0.0001390755,0.1982288,0.7840488,0.0008428833,0.00005829284,0.01517965],"study_design_scores_gemma":[0.002012078,0.0009625165,0.1553841,0.001045753,0.0002075274,0.001763933,0.0001196404,0.8167494,0.01448823,0.00139279,0.004713748,0.001160282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9942783,0.0002893476,0.004846337,0.0001814232,0.00011839,0.0001648595,0.00003733332,0.00006673479,0.00001731966],"genre_scores_gemma":[0.9993504,0.0002127977,0.000327561,0.00001879732,0.0000155483,0.000003521578,0.000008204093,0.00002930011,0.00003387823],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7695606,"threshold_uncertainty_score":0.6078412,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006197332667692883,"score_gpt":0.180360261449981,"score_spread":0.1741629287822881,"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."}}