{"id":"W2163269918","doi":"10.1139/t08-074","title":"Numerical model tests of building response to excavation-induced ground movements","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Science Foundation","keywords":"Masonry; Structural engineering; Geotechnical engineering; Stiffness; Computer simulation; Earthquake shaking table; Finite element method; Cracking; Foundation (evidence); Displacement (psychology); Geology; Excavation; Numerical analysis; Engineering; Materials science; Mathematics","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004138904,0.0002025639,0.0003253343,0.0006194825,0.0001519551,0.00002504671,0.0003901334,0.0001979784,0.00004550455],"category_scores_gemma":[0.0004458668,0.0002124682,0.0001659603,0.0007624073,0.00003184152,0.00009886995,0.0000245459,0.0006308022,0.00001786841],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004493445,"about_ca_system_score_gemma":0.000250141,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001550072,"about_ca_topic_score_gemma":0.00008918324,"domain_scores_codex":[0.9983684,0.00002967165,0.0005214712,0.0001832209,0.0003459291,0.0005513531],"domain_scores_gemma":[0.9983593,0.00008106486,0.00004761608,0.0003036972,0.0001045991,0.001103682],"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":[0.00001031008,0.00001203144,0.00002767543,0.000006368749,0.00003560517,0.00007551222,0.0000332123,0.9580565,0.03843368,0.00002899122,0.0005851345,0.002694969],"study_design_scores_gemma":[0.0002666722,0.00009486677,0.00532287,0.00006832182,0.00001862787,0.0002344926,0.000009949401,0.9900745,0.001646978,0.0002146134,0.001724866,0.0003232305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6578199,0.0000825138,0.3410662,0.0004990733,0.0001325816,0.0001094146,0.00001334557,0.0001863892,0.00009053486],"genre_scores_gemma":[0.9951921,0.0000257626,0.004362679,0.0001957952,0.00009781453,0.000008833918,0.00000164378,0.00004402669,0.00007134841],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3373722,"threshold_uncertainty_score":0.8664203,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0172327591007803,"score_gpt":0.2261182867574769,"score_spread":0.2088855276566966,"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."}}