{"id":"W3017393299","doi":"10.58681/ajrt.19030105","title":"Shear Strength between Cemented Paste Backfill","year":2019,"lang":"en","type":"article","venue":"Algerian Journal of Research and Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université de Sherbrooke; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Materials science; Shear strength (soil); Geotechnical engineering; Shear (geology); Composite material; Geology; Soil water","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":[0.0003763314,0.0003797971,0.000352664,0.0005583367,0.0002257934,0.0003699575,0.0002268298,0.0002891311,0.003690527],"category_scores_gemma":[0.000675499,0.0001970615,0.0002551176,0.0003902772,0.0002677696,0.0003064957,0.0003786157,0.0003611264,0.0005656867],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003737245,"about_ca_system_score_gemma":0.0002734645,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001584576,"about_ca_topic_score_gemma":0.003109611,"domain_scores_codex":[0.9996043,0.00002436522,0.00003761959,0.00007608127,0.0002040745,0.00005351225],"domain_scores_gemma":[0.9995505,0.00007068722,0.00009377941,0.00004221639,0.0001732729,0.00006956245],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007084063,0.00002873508,0.009876369,0.0001208748,0.00003201077,0.0001338422,0.0001660156,0.000599887,0.9788043,0.0001387741,0.00008453194,0.009306375],"study_design_scores_gemma":[0.00001504467,0.0009582036,0.07578491,0.00002463469,0.00006403117,0.0002115018,0.0004600439,0.001317296,0.918478,0.0001155562,0.002553173,0.00001770928],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998111,0.0003621943,0.0004709868,0.00001060519,0.000009383571,0.000006481271,0.0002494448,0.00002401919,0.0007558457],"genre_scores_gemma":[0.9981865,0.0001163646,0.0003240493,0.0000081852,0.000001806894,0.000004689901,0.0002411446,0.000006511755,0.001110708],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003690527,"threshold_uncertainty_score":0.01234609,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02239788303966355,"score_gpt":0.2649015794638892,"score_spread":0.2425036964242256,"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."}}