{"id":"W2144416256","doi":"10.1139/cgj-2013-0378","title":"Effect of footing width on <i>N<sub>γ</sub></i> and failure envelope of eccentrically and obliquely loaded strip footings on sand","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Envelope (radar); Constant (computer programming); Mathematics; Upper and lower bounds; Friction angle; Structural engineering; Limit analysis; Range (aeronautics); Geometry; Materials science; Engineering; 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":[0.0007811869,0.000269182,0.000544013,0.0003675077,0.00009079254,0.00004928993,0.0002024119,0.0002868454,0.00000542554],"category_scores_gemma":[0.0007404202,0.0002356794,0.0001359339,0.0003676613,0.00009917879,0.0000549891,0.00002910845,0.0008916161,0.000002113748],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009689799,"about_ca_system_score_gemma":0.00005189389,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001750458,"about_ca_topic_score_gemma":0.00006570307,"domain_scores_codex":[0.9984662,0.0000828884,0.0004996101,0.0002254766,0.0002644336,0.0004613867],"domain_scores_gemma":[0.9984641,0.0004362026,0.0001161157,0.000206791,0.00006094829,0.0007158335],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000112805,0.00004599654,0.0007760366,0.0006708013,0.0002949148,0.00008003991,0.00005953301,0.5360402,0.1868835,0.0008242161,0.001506973,0.2727049],"study_design_scores_gemma":[0.00463014,0.005868568,0.01192199,0.002693057,0.0005307528,0.0005628201,0.00002657591,0.3171637,0.644444,0.001020908,0.009474217,0.001663278],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9830592,0.0002886628,0.01561492,0.000479829,0.00007669943,0.0001596948,0.00001377226,0.0001039129,0.0002033582],"genre_scores_gemma":[0.9994319,0.0001223815,0.0002406899,0.00008884798,0.00007000634,0.000003059168,0.000002282378,0.00003793735,0.000002914951],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4575604,"threshold_uncertainty_score":0.9610729,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002613471561832907,"score_gpt":0.1661595799735859,"score_spread":0.1635461084117529,"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."}}