{"id":"W2341256529","doi":"10.1139/cjce-2015-0350","title":"Analysis and strengthening of caisson foundations for uplift loads","year":2016,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Ciência sem Fronteiras","keywords":"Caisson; Tower; Structural engineering; Engineering; Finite element method; Design methods; Civil engineering; Foundation (evidence); Nonlinear system; Construction engineering; Geotechnical engineering; Mechanical engineering","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":[0.000321208,0.0004424264,0.0002695676,0.0006653034,0.0002941632,0.0005946154,0.0006665511,0.0006916143,0.001945926],"category_scores_gemma":[0.000596024,0.0002840509,0.0003477384,0.0002691243,0.0004528694,0.0003133531,0.0003815892,0.0002266383,0.0002837905],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008722471,"about_ca_system_score_gemma":0.001087982,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006988792,"about_ca_topic_score_gemma":0.01412043,"domain_scores_codex":[0.9998204,0.00002832159,0.000006757909,0.00002530006,0.00008003972,0.00003916177],"domain_scores_gemma":[0.9998103,0.00005825393,0.00004519637,0.00001802667,0.00005549232,0.00001280627],"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":[0.00004903861,0.00002527702,0.003344856,0.0001014879,0.00001149005,0.0003936556,0.0001083143,0.9409575,0.03332143,0.004588086,0.0002344099,0.01686443],"study_design_scores_gemma":[0.000008893871,0.000117716,0.00355068,0.00002398674,0.00002298964,0.0001136677,0.0001578151,0.9829138,0.01059339,0.0008594273,0.001625553,0.00001207774],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7785923,0.0002612105,0.1916913,0.0001169771,0.00002427438,0.0001053877,0.0001592025,0.0002551552,0.02879404],"genre_scores_gemma":[0.9853357,0.0001330278,0.01026523,0.000006835997,0.000002322265,0.0000269812,0.00003957834,0.00001380392,0.004176407],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006988792,"threshold_uncertainty_score":0.01389623,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008322600849712352,"score_gpt":0.2041853043227622,"score_spread":0.1958627034730499,"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."}}