{"id":"W4401977913","doi":"10.1080/19386362.2024.2391835","title":"Dimensioning equivalent of circular footing subjected to eccentric load with effective area approach","year":2024,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Eccentricity (behavior); Bearing capacity; Dimensioning; Structural engineering; Moment (physics); Engineering; Reduction (mathematics); Structural load; Geotechnical engineering; Mathematics; Geometry; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001553668,0.000312942,0.0002013368,0.0004600962,0.0001569586,0.0004957469,0.0003732805,0.0002552696,0.003545885],"category_scores_gemma":[0.0003942697,0.00009894192,0.0002218033,0.0002032947,0.0004021253,0.0004363217,0.0003866636,0.0001892995,0.0003010612],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001886256,"about_ca_system_score_gemma":0.0002470736,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005580463,"about_ca_topic_score_gemma":0.000580381,"domain_scores_codex":[0.9998205,0.00002501873,0.00000812076,0.00003351317,0.0000903676,0.00002248059],"domain_scores_gemma":[0.9998394,0.00003751729,0.00003052485,0.00003115114,0.00004983362,0.00001149452],"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":[0.000233483,0.00008531375,0.002831309,0.0003247297,0.00002748645,0.0007328205,0.0002237591,0.5484589,0.1330219,0.1045117,0.002203496,0.2073452],"study_design_scores_gemma":[0.00002964816,0.0005190273,0.004622853,0.0000394027,0.00004302872,0.0009448272,0.0001992157,0.9030868,0.03696456,0.02450404,0.02900746,0.00003917317],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1698257,0.0002339332,0.7967138,0.00005740035,0.00009523855,0.00006785917,0.000121217,0.0002543536,0.03263054],"genre_scores_gemma":[0.9269361,0.0001790432,0.06707066,0.00001798916,0.00002483335,0.00005137307,0.00008478409,0.00004698459,0.005588159],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003545885,"threshold_uncertainty_score":0.01186216,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004942875672023091,"score_gpt":0.2056665892211458,"score_spread":0.2007237135491227,"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."}}