{"id":"W1949772009","doi":"10.1139/t11-103","title":"Lower-bound calculations of the bearing capacity of eccentrically loaded footings in cohesionless soil","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Bearing capacity; Geology","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":[0.0004559255,0.0001367761,0.0002937417,0.0002982098,0.00008186592,0.00001789165,0.0003656003,0.0002066151,0.00004591549],"category_scores_gemma":[0.0002566938,0.0001128858,0.0002190308,0.0007605795,0.00009891301,0.00009754728,0.00003669378,0.0008107888,0.00000284929],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003004798,"about_ca_system_score_gemma":0.0001154525,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005574573,"about_ca_topic_score_gemma":0.001579793,"domain_scores_codex":[0.9985601,0.000034852,0.0005503229,0.0000876158,0.0002533212,0.0005138397],"domain_scores_gemma":[0.999042,0.00007775051,0.00008655872,0.0002571666,0.00007196827,0.0004645027],"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":[0.00000166361,0.00003217539,0.003683076,0.00003246608,0.00003446666,0.000004511528,0.00005274424,0.9876601,0.006925356,0.0004189072,0.0001845586,0.0009699825],"study_design_scores_gemma":[0.001167776,0.00007450188,0.2581668,0.000879602,0.0002539558,0.0002983567,0.0001227501,0.7053657,0.0219734,0.001057928,0.009725142,0.0009141426],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9770371,0.0003200792,0.02143244,0.0005476518,0.0003094169,0.0001005008,0.0000166399,0.00004960017,0.000186543],"genre_scores_gemma":[0.9995413,0.00002507022,0.0002892466,0.00003154502,0.00007456989,0.000002326911,8.119313e-7,0.00001998431,0.00001509385],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2822944,"threshold_uncertainty_score":0.8427124,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01223877047512723,"score_gpt":0.1937668957902862,"score_spread":0.1815281253151589,"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."}}