{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003187007,0.0003768884,0.0003942649,0.0006016137,0.0002681234,0.0004708203,0.0002881163,0.0003108579,0.001037597],"category_scores_gemma":[0.001403067,0.0002006895,0.0002371387,0.0002900806,0.0007311556,0.0003337977,0.0004213284,0.0002345407,0.0001336281],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001899819,"about_ca_system_score_gemma":0.0001776665,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002276202,"about_ca_topic_score_gemma":0.003535985,"domain_scores_codex":[0.9997954,0.00002281536,0.0000119752,0.00003818602,0.00006417726,0.0000675969],"domain_scores_gemma":[0.9991516,0.0004135268,0.0001789424,0.0000803098,0.00009786923,0.00007777741],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002563083,0.000185207,0.05289874,0.0002625353,0.00006347092,0.001327412,0.0006311074,0.2082887,0.6860136,0.0006885418,0.0002113122,0.04686619],"study_design_scores_gemma":[0.00002996117,0.001749686,0.2175421,0.00009680868,0.000137563,0.0004845275,0.001770107,0.2887851,0.4875532,0.0005505458,0.001206621,0.00009386966],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980724,0.00004702552,0.001395242,0.000003510967,0.000001955008,0.000002475783,0.00002130087,0.00001929036,0.000436776],"genre_scores_gemma":[0.9995981,0.00002420448,0.000257067,0.000001493451,4.604646e-7,0.000001477311,0.00001416504,0.000004252808,0.0000988183],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002276202,"threshold_uncertainty_score":0.00452584,"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."}}