{"id":"W2398881897","doi":"","title":"Analyses of Widely Used Design Codes for Pile Foundation Using the t-z Method","year":2012,"lang":"en","type":"article","venue":"Journal of the Korean geoenvironmental society","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Settlement (finance); Foundation (evidence); Structural engineering; Geotechnical engineering; Load testing; Engineering; Ultimate load; Computer science; Finite element method; Law","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001011919,0.0001129464,0.0001957012,0.00001377538,0.00009923947,0.00001225979,0.0002268995,0.00006980627,0.000009380587],"category_scores_gemma":[0.00003479514,0.00006668998,0.0004112518,0.00008734078,0.00004498448,0.0001326644,0.00004010397,0.0001958832,5.711302e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001997093,"about_ca_system_score_gemma":0.000007856477,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001005227,"about_ca_topic_score_gemma":1.900037e-7,"domain_scores_codex":[0.9991549,0.00005887107,0.0003225657,0.00004685197,0.0002292848,0.0001875849],"domain_scores_gemma":[0.9993851,0.0002037969,0.0001835234,0.0001635666,0.00001304708,0.00005094617],"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":[0.000006852245,0.00003416025,0.00008387791,0.00002237576,0.0001809035,4.773634e-8,0.0003659058,0.8664723,0.1314411,0.0000474836,0.0002242367,0.001120749],"study_design_scores_gemma":[0.0003849456,0.0000655055,0.001356182,0.00003872653,0.0003307123,0.00003154469,0.0006849042,0.8053932,0.190509,0.000387772,0.0006942498,0.0001233326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3128219,0.0002626707,0.6864932,0.00004805533,0.0002335816,0.0001202172,0.000005029517,0.00001117321,0.000004222936],"genre_scores_gemma":[0.9245679,0.00006381015,0.07518025,0.0000287804,0.0001213829,0.000002591905,9.785829e-7,0.00002278176,0.00001150622],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6117461,"threshold_uncertainty_score":0.2719538,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.06424981490206594,"score_gpt":0.3018890646444237,"score_spread":0.2376392497423577,"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."}}