{"id":"W1936479941","doi":"10.1007/s00603-015-0831-x","title":"Back Analysis of Rock Mass Displacements Around a Deep Shaft Using Two- and Three-Dimensional Continuum Modeling","year":2015,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Extensometer; Rock mass classification; Isotropy; Geology; Displacement (psychology); Geotechnical engineering; Structural engineering; Engineering; Physics; Optics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002602557,0.0004277703,0.0007147252,0.0004694361,0.000126465,0.00006680812,0.0001578722,0.0001736423,0.00001194509],"category_scores_gemma":[0.00003028714,0.0004500254,0.0001373994,0.0005066039,4.394468e-7,0.0002407392,0.0002265126,0.0002483719,0.00000342026],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009933499,"about_ca_system_score_gemma":0.00002540328,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004401461,"about_ca_topic_score_gemma":0.00005686974,"domain_scores_codex":[0.9980821,0.00001248217,0.0005865644,0.0004319964,0.0003642924,0.0005225504],"domain_scores_gemma":[0.9991385,0.00004230892,0.00008656368,0.0002873095,0.0001498821,0.0002954328],"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":[0.00001587334,0.00001117138,0.00004522312,0.0001044521,0.0006180294,0.000004218131,0.0001282744,0.9776731,0.02044538,0.000919824,0.00000577662,0.0000286986],"study_design_scores_gemma":[0.0007393135,0.00004370007,0.000001523748,0.0001429275,0.0006325056,0.00001515302,0.0001287048,0.9965097,0.0007339048,0.0005384511,0.00003028691,0.0004838606],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2415091,0.00160969,0.7563188,0.00000411597,0.0002927694,0.0001563483,0.00001800155,0.00007521146,0.0000159431],"genre_scores_gemma":[0.9925926,0.0001113574,0.007038175,0.00001254076,0.00009666184,0.000009855676,0.00002366795,0.0000940019,0.00002114429],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7510835,"threshold_uncertainty_score":0.9997951,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02112840266424095,"score_gpt":0.2284336463055808,"score_spread":0.2073052436413398,"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."}}