{"id":"W2050525356","doi":"10.1139/t01-103","title":"Seismic passive earth pressure coefficients using the method of characteristics","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Acceleration; Geotechnical engineering; Geology; Earth (classical element); Magnitude (astronomy); Retaining wall; Peak ground acceleration; Mechanics; Seismology; Mathematics; Physics; Ground motion","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":[0.0006642168,0.0004802064,0.0002910921,0.0007552422,0.0003028853,0.0005533403,0.0006441901,0.0005101264,0.00280226],"category_scores_gemma":[0.002389004,0.0002437101,0.0003965986,0.0007173095,0.0003068609,0.0005932466,0.0004047652,0.0009033965,0.0007747562],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003704742,"about_ca_system_score_gemma":0.0009699752,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001509396,"about_ca_topic_score_gemma":0.001231968,"domain_scores_codex":[0.9997205,0.00005949461,0.00001195564,0.00002996468,0.0001588085,0.00001926033],"domain_scores_gemma":[0.9992276,0.0003640059,0.000062992,0.00006741152,0.0002625856,0.00001539733],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001898484,0.0001441705,0.002887089,0.000621015,0.00006828667,0.0004402527,0.0007862354,0.2476804,0.1197428,0.1433505,0.007607849,0.4764816],"study_design_scores_gemma":[0.00009506701,0.00017285,0.001760807,0.00004251039,0.00002422728,0.0004692567,0.00008222391,0.8945518,0.04521024,0.009125954,0.04840048,0.00006454308],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01270657,0.000100519,0.9830783,0.00004698713,0.0000619925,0.0001391717,0.0001424344,0.0004111505,0.003312879],"genre_scores_gemma":[0.2836125,0.0004236261,0.7068602,0.00003629042,0.00004752001,0.0004987186,0.0003597288,0.0004846196,0.007676769],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00280226,"threshold_uncertainty_score":0.00937444,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01381752571574969,"score_gpt":0.2147234610554817,"score_spread":0.200905935339732,"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."}}