{"id":"W4297175597","doi":"10.1007/s11629-022-7538-8","title":"Geomechanics model test and numerical simulation of 2G-NPR bolt support effect in an active fault tunnel","year":2022,"lang":"en","type":"article","venue":"Journal of Mountain Science","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Geotechnical engineering; Rock mass classification; Geology; Geomechanics; Deformation (meteorology); Fault (geology); Instability; Computer simulation; Shear (geology); Displacement (psychology); Stress (linguistics); Excavation; Shear stress; Structural engineering; Engineering; Mechanics; Seismology; Petrology","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":[0.0002711846,0.0005748695,0.0007839862,0.0006187812,0.0008692188,0.0005865188,0.001123906,0.001569393,0.003451473],"category_scores_gemma":[0.0005370854,0.0003473056,0.0006532248,0.0005528342,0.0006924668,0.0005606776,0.0004454101,0.0006093241,0.0002426595],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005994638,"about_ca_system_score_gemma":0.0009473392,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01767221,"about_ca_topic_score_gemma":0.008883203,"domain_scores_codex":[0.9998189,0.00002965057,0.000009280589,0.00002939352,0.00005467588,0.00005807204],"domain_scores_gemma":[0.9996308,0.0001103781,0.00004468349,0.00004260191,0.0001026182,0.00006887069],"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":[0.0003239757,0.000359982,0.005477472,0.00008081809,0.00002401004,0.0006271319,0.0001293308,0.9790825,0.009484475,0.0006792854,0.0005745749,0.003156485],"study_design_scores_gemma":[0.00006887038,0.000287651,0.00487921,0.000007188603,0.00001676253,0.00004179878,0.0001304955,0.992061,0.002152623,0.0001341117,0.0002017189,0.00001851795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9928342,0.0000392883,0.002580702,0.00008830313,0.00003207498,0.00002693391,0.0002523049,0.0001877945,0.003958348],"genre_scores_gemma":[0.9987007,0.00001779347,0.0004309312,0.000006534804,0.000002278919,0.00001109069,0.00008700327,0.000007902432,0.0007357646],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01767221,"threshold_uncertainty_score":0.03513867,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008121861695126008,"score_gpt":0.2509179059494865,"score_spread":0.2427960442543605,"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."}}