{"id":"W2087595937","doi":"10.1139/t05-067","title":"Upper-bound solutions of three-dimensional passive earth pressures","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Limit analysis; Upper and lower bounds; Lateral earth pressure; Surface (topology); Limit (mathematics); Spiral (railway); Geometry; Bounded function; Mechanics; Failure mechanism; Geology; Geotechnical engineering; Structural engineering; Mathematics; Physics; Mathematical analysis; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002008842,0.0001566474,0.0002084432,0.0002389022,0.0001736013,0.00003865099,0.0002294816,0.0002316943,0.000271537],"category_scores_gemma":[0.000135603,0.0001552436,0.0001300388,0.0002351231,0.00009302907,0.000138521,0.00002292009,0.0006260986,0.00002992226],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001722933,"about_ca_system_score_gemma":0.0002160705,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001243827,"about_ca_topic_score_gemma":0.009782099,"domain_scores_codex":[0.9987214,0.00001753446,0.0003827116,0.0001258901,0.0002481351,0.0005043072],"domain_scores_gemma":[0.9989845,0.00005497458,0.00004212714,0.0002127891,0.0001220158,0.0005836384],"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":[0.000001970743,0.00001231205,0.00002230379,0.00001008289,0.00002963071,0.00000951134,0.00001075535,0.9842635,0.0007431829,0.001056417,0.002755326,0.01108495],"study_design_scores_gemma":[0.0003313837,0.00006435902,0.006297193,0.00009292587,0.00004018747,0.0002555833,0.000007583642,0.9065967,0.0005341254,0.001128838,0.08433362,0.0003175267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.615209,0.009843062,0.3565037,0.008390124,0.002351808,0.0009918438,0.000354714,0.00171796,0.004637774],"genre_scores_gemma":[0.9985461,0.00003549373,0.001026363,0.00006459979,0.0002264578,0.000006395127,0.000007087981,0.0000304812,0.00005707507],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.383337,"threshold_uncertainty_score":0.633065,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01033303598959181,"score_gpt":0.1914402959699284,"score_spread":0.1811072599803366,"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."}}