{"id":"W2004026020","doi":"10.1139/cgj-2014-0361","title":"Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Centrifuge; Geotechnical engineering; Constitutive equation; Stiffness; Stress path; Nonlinear system; Structural engineering; Settlement (finance); Geology; Engineering; Plasticity; Finite element method; Materials science; Computer 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005342576,0.0006871216,0.0003474243,0.0007117338,0.0002778828,0.0006136617,0.0006327559,0.001155774,0.0004500113],"category_scores_gemma":[0.00156905,0.0003686469,0.0008542902,0.0004202975,0.0003606445,0.0005815548,0.0003669673,0.0005430091,0.0001182888],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005039918,"about_ca_system_score_gemma":0.0007463521,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01060614,"about_ca_topic_score_gemma":0.01013676,"domain_scores_codex":[0.999824,0.00004118598,0.00001571715,0.00002979784,0.00005592592,0.00003339932],"domain_scores_gemma":[0.9994336,0.0002529771,0.00009898199,0.00007185712,0.0001057924,0.0000367993],"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":[0.00004194803,0.00008866579,0.007899882,0.00001722519,0.00001913281,0.0000384487,0.0000440785,0.974847,0.008270041,0.000352162,0.00007356944,0.008307882],"study_design_scores_gemma":[0.000003850344,0.00002814278,0.001367974,0.000001872579,0.000006309577,0.00001393279,0.0000111318,0.9970121,0.00141981,0.00007053232,0.00005684824,0.000007542276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9288375,0.00008479878,0.06775445,0.00008539909,0.00001666642,0.00003719212,0.0001379715,0.0003127611,0.002733211],"genre_scores_gemma":[0.992236,0.00005282827,0.007119816,0.00001095979,0.000002314419,0.00002357288,0.0001009036,0.00001616846,0.0004374665],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01060614,"threshold_uncertainty_score":0.02108884,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02364442614200475,"score_gpt":0.2117297257407473,"score_spread":0.1880852995987426,"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."}}