{"id":"W2075339077","doi":"10.1139/t99-117","title":"Static and seismic passive earth pressure coefficients on rigid retaining structures","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Limit analysis; Lateral earth pressure; Limit (mathematics); Static analysis; Structural engineering; Representation (politics); Seismic analysis; Static pressure; Seismic loading; Geology; Geotechnical engineering; Mathematics; Mechanics; Mathematical analysis; Physics; Engineering; Finite element method","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":[0.0007040744,0.0005521222,0.0004434184,0.001176383,0.0003567764,0.001068008,0.001091389,0.0007491162,0.002270791],"category_scores_gemma":[0.00399221,0.0003668851,0.0003667907,0.0007399417,0.001159916,0.001683732,0.00116579,0.0007984077,0.0003106277],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004848294,"about_ca_system_score_gemma":0.000773169,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002371192,"about_ca_topic_score_gemma":0.001172883,"domain_scores_codex":[0.9996637,0.00008610466,0.000009602395,0.0000298733,0.0001578407,0.00005278004],"domain_scores_gemma":[0.9990768,0.0005578849,0.0001000953,0.00004601811,0.0001645646,0.000054556],"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":[0.0000820761,0.00007234672,0.001153929,0.0002153026,0.00002059399,0.0004546549,0.0001781397,0.6045603,0.01123163,0.3584748,0.001355863,0.02220044],"study_design_scores_gemma":[0.00001062876,0.00002127033,0.0003593866,0.00001202263,0.000006094436,0.000100516,0.00003725665,0.9641834,0.002196173,0.03235994,0.0007043215,0.000008957548],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3973727,0.0008798331,0.5550516,0.000449652,0.00006949759,0.00005125579,0.0001906892,0.000114279,0.04582044],"genre_scores_gemma":[0.9705419,0.0008534803,0.01764365,0.00002959765,0.00007288041,0.00006727684,0.0001632472,0.00005824092,0.01056967],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002371192,"threshold_uncertainty_score":0.007596552,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004129386019496524,"score_gpt":0.1800268546524296,"score_spread":0.1758974686329331,"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."}}