{"id":"W4283693115","doi":"10.3390/geosciences12070262","title":"Evaluation of the Effect of Geomechanical Parameters and In Situ Stress on Tunnel Response Using Equivalent Mohr-Coulomb and Generalized Hoek-Brown Criteria","year":2022,"lang":"en","type":"article","venue":"Geosciences","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mohr–Coulomb theory; Geomechanics; Rock mass classification; Geology; Geotechnical engineering; Geological Strength Index; Rock mechanics; Hoek–Brown failure criterion; Finite element method; Stress (linguistics); Shield; Displacement (psychology); Coulomb; Stress field; Structural engineering; Engineering; Physics; Petrology","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true,"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":[0.0005874758,0.0005113761,0.0003892471,0.0004700497,0.0003610766,0.0003542286,0.00046086,0.0004691654,0.0008092403],"category_scores_gemma":[0.002161247,0.0002433389,0.0003456756,0.0003521454,0.000561805,0.0003422518,0.0003755125,0.0003116528,0.00007614001],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004586157,"about_ca_system_score_gemma":0.0004373071,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01249959,"about_ca_topic_score_gemma":0.01964192,"domain_scores_codex":[0.9998071,0.00003314327,0.000015437,0.00002732366,0.0000643401,0.00005266718],"domain_scores_gemma":[0.9989128,0.0006281749,0.0001129503,0.00009661225,0.000180648,0.00006880311],"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":[0.0007759622,0.0003195493,0.05761789,0.0002120688,0.0000792147,0.0003762565,0.0003367731,0.6514633,0.2755305,0.000578389,0.0001577306,0.01255234],"study_design_scores_gemma":[0.00003146572,0.0009521556,0.07707536,0.00001738354,0.00005077514,0.0001630551,0.0003255664,0.7933239,0.1274771,0.0002252032,0.0003025318,0.00005557296],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983076,0.00002197236,0.001314048,0.000007321162,0.000001503947,0.000003876325,0.00004217661,0.00002102167,0.0002805588],"genre_scores_gemma":[0.9991855,0.00001720557,0.0006646459,0.000002604194,4.108606e-7,0.000003853795,0.00003534049,0.000006385556,0.00008411489],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01249959,"threshold_uncertainty_score":0.02485371,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04573244676154448,"score_gpt":0.2999188542058771,"score_spread":0.2541864074443326,"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."}}