{"id":"W2009785436","doi":"10.1139/t10-004","title":"Upper-bound approach for analysis of cantilever retaining walls","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Cantilever; Embedment; Lateral earth pressure; Retaining wall; Limit analysis; Geotechnical engineering; Structural engineering; Limit (mathematics); Limit state design; Bearing capacity; Limiting; Engineering; Finite element method; Mechanics; Mathematics; Physics; Mechanical engineering","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":[0.000868535,0.0008276666,0.0006741199,0.001343201,0.0004860478,0.001190737,0.001336267,0.0008715924,0.00482351],"category_scores_gemma":[0.001524983,0.0003614165,0.001111299,0.000468764,0.0007716549,0.0009156255,0.001473084,0.001160886,0.00136936],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004196031,"about_ca_system_score_gemma":0.0006584853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001252449,"about_ca_topic_score_gemma":0.001002471,"domain_scores_codex":[0.99959,0.0000697149,0.00001995366,0.00005197959,0.0002189819,0.00004938936],"domain_scores_gemma":[0.9994659,0.0002211218,0.00004946751,0.00005640076,0.0001743822,0.0000327888],"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":[0.00008102214,0.000074722,0.001251955,0.0004090336,0.00008193914,0.0004447799,0.0003484083,0.5362556,0.05635174,0.3130228,0.002767169,0.0889108],"study_design_scores_gemma":[0.000002929219,0.00002114798,0.0001532342,0.00002873565,0.000007707447,0.00004271383,0.00001937094,0.9728204,0.002390047,0.0220987,0.002403223,0.00001182109],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.004273548,0.0002101089,0.9903467,0.00002820905,0.00001984058,0.00001816563,0.00002647681,0.00009696219,0.004979998],"genre_scores_gemma":[0.5848548,0.001545037,0.3869619,0.0002016994,0.0001603391,0.000600171,0.0003313459,0.0003393269,0.02500538],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00482351,"threshold_uncertainty_score":0.01613623,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01205595124586769,"score_gpt":0.2130045729165707,"score_spread":0.200948621670703,"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."}}