{"id":"W2162893472","doi":"10.1139/t02-122","title":"A limit equilibrium solution for bearing capacity of strip foundations on sand","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Bearing capacity; Dilatant; Geotechnical engineering; Friction angle; Limit (mathematics); Bearing (navigation); Foundation (evidence); Range (aeronautics); Geology; Engineering; Mathematics; Mechanics; Materials science; Physics; Mathematical analysis; Composite material","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":[0.0003640228,0.0001419445,0.000227442,0.0003235358,0.0001183748,0.00004740505,0.000170235,0.0001857892,0.00005378582],"category_scores_gemma":[0.0004884083,0.0001475207,0.0002050078,0.0002996502,0.00004633549,0.00008111958,0.000006020911,0.0004896165,0.000007240747],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000292786,"about_ca_system_score_gemma":0.0001333204,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005594111,"about_ca_topic_score_gemma":0.000288161,"domain_scores_codex":[0.9989167,0.00001868058,0.000347159,0.0001277716,0.0001499389,0.0004397098],"domain_scores_gemma":[0.9990979,0.00009230086,0.00004490638,0.0002045318,0.00008620608,0.0004741199],"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":[0.000002970508,0.00001617027,0.00001379169,0.00002929868,0.0000651005,0.000004143979,0.00001056557,0.9840199,0.009325724,0.002115162,0.001356463,0.003040699],"study_design_scores_gemma":[0.0006393209,0.0002034951,0.0005252733,0.0001476859,0.000118804,0.0001147656,0.00001675116,0.9348884,0.005570444,0.003430332,0.05392116,0.0004236134],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05734149,0.0001978687,0.9396168,0.000547883,0.0004510003,0.0002348376,0.00007120777,0.0002067387,0.001332186],"genre_scores_gemma":[0.99664,0.00001964344,0.003122413,0.00004052112,0.00008646546,0.00001077146,0.000005559662,0.000027269,0.00004737929],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9392985,"threshold_uncertainty_score":0.601572,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02433287490507595,"score_gpt":0.2159805122888571,"score_spread":0.1916476373837811,"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."}}