{"id":"W1872317995","doi":"10.1139/cgj-2012-0392","title":"Coulomb’s solution to seismic passive earth pressure on retaining walls","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Lateral earth pressure; Cohesion (chemistry); Limit analysis; Dimensionless quantity; Slip (aerodynamics); Geotechnical engineering; Wedge (geometry); Retaining wall; Friction angle; Slip line field; Coulomb; Seismic analysis; Resultant force; Mechanics; Geology; Mathematics; Geometry; Classical mechanics; Mathematical analysis; Upper and lower bounds; Physics; Shear (geology); Thermodynamics","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":[0.0001977312,0.0002160232,0.0002184433,0.0003051352,0.0001855774,0.0001488977,0.000281665,0.0003008557,0.0002826549],"category_scores_gemma":[0.0002471006,0.0002134145,0.00009321654,0.0003157581,0.00002877039,0.0001598796,0.00002082556,0.0009481498,0.0003986777],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002917607,"about_ca_system_score_gemma":0.0001208557,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002264838,"about_ca_topic_score_gemma":0.0006401372,"domain_scores_codex":[0.9984804,0.00003020682,0.0003362808,0.0002013817,0.0002642018,0.0006875677],"domain_scores_gemma":[0.9983035,0.00004874369,0.00003207628,0.0002759825,0.0001304674,0.001209209],"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":[0.000001849686,0.000005433627,0.000006653697,0.00001075033,0.00002120632,0.00001630789,0.00003768418,0.9682696,0.0008059392,0.0002432163,0.01165366,0.01892767],"study_design_scores_gemma":[0.0002002076,0.0001417966,0.002791737,0.0001208273,0.00001959641,0.0000929754,0.00002342123,0.8451578,0.000272419,0.000510566,0.1503243,0.0003443433],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3126425,0.0008305333,0.6470538,0.01858191,0.00283165,0.00224555,0.0001015124,0.00287971,0.01283274],"genre_scores_gemma":[0.9983436,0.00003220501,0.0004220391,0.0006466674,0.000211597,0.00003715703,0.000006624169,0.00005197225,0.000248066],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6857011,"threshold_uncertainty_score":0.8702791,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006866779398644003,"score_gpt":0.1836382184422328,"score_spread":0.1767714390435888,"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."}}