{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002461834,0.0001422622,0.0002100103,0.0001379054,0.0001462111,0.00004638745,0.0002932913,0.0001881989,0.0001528393],"category_scores_gemma":[0.0001820214,0.0001143386,0.00009513637,0.0003099959,0.00006063408,0.00005865999,0.00001809908,0.0006640556,0.000007323114],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008808629,"about_ca_system_score_gemma":0.00004878772,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004980925,"about_ca_topic_score_gemma":0.00008318664,"domain_scores_codex":[0.9989116,0.00004783895,0.0003547044,0.0001062802,0.0002074994,0.0003721244],"domain_scores_gemma":[0.9991772,0.000067969,0.00006391844,0.0002436197,0.0001040241,0.000343306],"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":[7.329791e-7,0.000007350063,0.00001488044,0.00001770348,0.00002738494,0.000009563362,0.00005233942,0.9890315,0.0005540285,0.00007507006,0.0004311201,0.00977831],"study_design_scores_gemma":[0.0001085617,0.00002100909,0.0006266037,0.00004550328,0.00004352461,0.0002207285,0.00001659102,0.9631894,0.0001688998,0.00005034614,0.03538199,0.0001268921],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02829175,0.0004745882,0.9698202,0.0003291171,0.0004876154,0.0001706883,0.00005989601,0.0001305946,0.0002355332],"genre_scores_gemma":[0.9985417,0.00007939993,0.001104376,0.00006546623,0.0001117321,0.000002545344,0.000002253164,0.00003105195,0.00006153792],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9702499,"threshold_uncertainty_score":0.4662592,"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."}}