{"id":"W2012907256","doi":"10.1139/t05-051","title":"Bearing capacity factor<i>N</i><sub>γ</sub>for ring footings using the method of characteristics","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":91,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Mathematics; Structural engineering; Plasticity; Friction angle; Ring (chemistry); Geometry; Geology; Materials science; Engineering; 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":[0.0006276889,0.0002002792,0.0002941344,0.0001841763,0.0002398196,0.00007348528,0.0003190379,0.0002405953,0.000009187306],"category_scores_gemma":[0.0004037793,0.0001769963,0.0001732802,0.000251903,0.00005905892,0.0001307121,0.00002513859,0.0007907414,0.000001825552],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004733346,"about_ca_system_score_gemma":0.0001200638,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004987963,"about_ca_topic_score_gemma":0.0006512484,"domain_scores_codex":[0.9985288,0.00003221804,0.0005434135,0.0001496711,0.0002003495,0.0005455711],"domain_scores_gemma":[0.9989421,0.0001637562,0.0001017246,0.0002378407,0.0001415825,0.0004130103],"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":[0.000002574341,0.000006148987,0.00004409493,0.00004502604,0.00003127183,0.000002155729,0.00009213844,0.8846092,0.07689548,0.0002524601,0.00004253458,0.03797697],"study_design_scores_gemma":[0.0001979089,0.00002719308,0.00161996,0.00009691401,0.00004191947,0.0001874416,0.00001968396,0.9655111,0.02604435,0.0001709249,0.005829173,0.000253388],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4260761,0.00007061106,0.5731559,0.0001567231,0.0002205522,0.0001488288,0.00003608012,0.0001067317,0.00002844699],"genre_scores_gemma":[0.9887081,0.00003663868,0.01075787,0.00006266977,0.0003690131,0.000007177235,0.000002993974,0.00005345606,0.000002087322],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.562632,"threshold_uncertainty_score":0.7217698,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02168849362974976,"score_gpt":0.2271484352705624,"score_spread":0.2054599416408126,"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."}}