{"id":"W1999056987","doi":"10.1139/t09-013","title":"Capacity of shallow foundations on saturated cohesionless soils under combined loading","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Pore water pressure; Geology; Effective stress; Soil water; Foundation (evidence); Drainage; Homogeneous; Shallow foundation; Moment (physics); Bearing capacity; Soil science; Mathematics","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":[0.0001930012,0.0002212933,0.0002813237,0.0008435356,0.0002073132,0.0003575399,0.0003915097,0.0002667931,0.001049145],"category_scores_gemma":[0.0008381164,0.0001656152,0.0002012264,0.0004074084,0.0006918705,0.000355048,0.0005117623,0.0001159566,0.0001843773],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003056513,"about_ca_system_score_gemma":0.0004044701,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006015633,"about_ca_topic_score_gemma":0.008617751,"domain_scores_codex":[0.9998699,0.00001237474,0.000008293177,0.00001967805,0.00003686948,0.00005275681],"domain_scores_gemma":[0.9996195,0.000118444,0.000101618,0.00004320476,0.00006410981,0.00005309191],"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":[0.000408208,0.00006599512,0.05974448,0.000197082,0.00004354924,0.001971454,0.0004205053,0.6849508,0.2085924,0.004566051,0.0002537238,0.03878579],"study_design_scores_gemma":[0.00001891995,0.0002874078,0.1392017,0.00006128148,0.0000612219,0.0006734397,0.0006696646,0.767785,0.08688243,0.003559758,0.0007129168,0.0000862513],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9952313,0.00003316132,0.003591559,0.000006612995,0.000001214908,0.000003232002,0.00008286904,0.00003147112,0.00101855],"genre_scores_gemma":[0.9996651,0.00002171834,0.0001430618,5.737642e-7,2.657831e-7,0.000001235011,0.00002342729,0.000001910034,0.0001428227],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006015633,"threshold_uncertainty_score":0.01196122,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01837020116369823,"score_gpt":0.2145923466212097,"score_spread":0.1962221454575115,"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."}}