{"id":"W2770804421","doi":"10.36487/acg_rep/1710_29_koupouli","title":"Shear strength between cemented paste backfill and natural rock surface replicas","year":2017,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Shear (geology); Shear strength (soil); Geotechnical engineering; Geology; Direct shear test; Materials science; Composite material; Soil water; Soil science","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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":[0.00005639149,0.0001690955,0.0001853233,0.00002335714,0.0001659128,0.0001410701,0.0002034815,0.00009712071,0.00004051345],"category_scores_gemma":[0.0000429825,0.0001443169,0.00003817664,0.00002900094,0.00002302036,0.0001308002,0.00008171688,0.0002512975,0.00001264222],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001988744,"about_ca_system_score_gemma":0.000003155144,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000668038,"about_ca_topic_score_gemma":0.00001083001,"domain_scores_codex":[0.9992784,0.000005367531,0.0001520964,0.000195707,0.0001125467,0.0002558325],"domain_scores_gemma":[0.9993027,0.00004125662,0.00002210611,0.0005100727,0.0000167914,0.0001071154],"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":[0.00006487156,0.00007183551,0.0257213,0.001076602,0.001489616,0.00007354104,0.0004260954,0.7861235,0.05022278,0.01557142,0.02805312,0.09110534],"study_design_scores_gemma":[0.00203671,0.0001607884,0.368255,0.0001249007,0.0001075137,0.00003807882,0.0001038285,0.5473728,0.0183071,0.001285587,0.06062061,0.001587061],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9809256,0.0003453523,0.009153152,0.0002877972,0.0003337128,0.0001276542,0.00001619239,0.0008296483,0.007980897],"genre_scores_gemma":[0.9969091,0.00003969507,0.001704561,0.00001233262,0.00008491796,0.000001584641,0.000008980021,0.00002574874,0.00121302],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3425337,"threshold_uncertainty_score":0.5885071,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009671637346184992,"score_gpt":0.2244888592088112,"score_spread":0.2148172218626262,"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."}}