{"id":"W1889580169","doi":"10.1139/cgj-2015-0251","title":"Contribution to the design methodologies of piled raft foundations under combined loadings","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Raft; Pile; Geotechnical engineering; Foundation (evidence); Settlement (finance); Structural engineering; Nonlinear system; Design methods; Engineering; Computer science; Mechanical engineering; Materials science","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":[0.001809319,0.0001546616,0.0002638036,0.0002231473,0.0001251441,0.00006591213,0.0004426425,0.0002115825,0.0000234039],"category_scores_gemma":[0.002105435,0.0001218888,0.00009647623,0.0004503355,0.00004745821,0.00007833474,0.00003191931,0.0006430661,0.00003825916],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004646072,"about_ca_system_score_gemma":0.0003049503,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005931966,"about_ca_topic_score_gemma":0.0004392822,"domain_scores_codex":[0.9987139,0.0001167088,0.0003801353,0.0001129701,0.0002275439,0.0004487737],"domain_scores_gemma":[0.9983111,0.000292993,0.00004636904,0.0002753678,0.0002830276,0.0007911358],"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":[0.00001136785,0.000004409118,9.291461e-7,0.000003205623,0.0000331927,0.000007407089,0.00003373071,0.9843041,0.0006537839,0.006168084,0.007086215,0.001693521],"study_design_scores_gemma":[0.001440497,0.0006645157,0.0006096521,0.0001276338,0.0001296169,0.0003727902,0.0002747969,0.8575006,0.005071355,0.04810382,0.08505405,0.0006507303],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.006087116,0.0001849672,0.9888783,0.003686148,0.0006198609,0.0002502489,0.00001150252,0.0002065917,0.00007524979],"genre_scores_gemma":[0.9908493,0.00003024924,0.008664479,0.0002828214,0.00009492099,0.00001945227,0.000004121981,0.00002635902,0.000028339],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9847621,"threshold_uncertainty_score":0.4970483,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.06455939628147445,"score_gpt":0.2679689111755097,"score_spread":0.2034095148940352,"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."}}