{"id":"W4220712068","doi":"10.1680/jgeen.21.00207","title":"A simplified settlement prediction method for piled rafts in clay","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Consolidation (business); Biot number; Geotechnical engineering; Pore water pressure; Drainage; Clay soil; Soil water; Settlement (finance); Geology; Finite element method; Constitutive equation; Soil science; Mechanics; Engineering; Structural engineering; Physics; Computer science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001077053,0.0003193699,0.0005158363,0.0004338888,0.0000852251,0.00001248389,0.0006298851,0.0001998663,0.00001389305],"category_scores_gemma":[0.0004231927,0.0003191222,0.0002775332,0.001084034,0.00003739,0.0001566887,0.0002197748,0.0007652778,3.472055e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003791517,"about_ca_system_score_gemma":0.00004147327,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009095091,"about_ca_topic_score_gemma":0.000001710718,"domain_scores_codex":[0.9978225,0.000007386748,0.0008771577,0.0003020066,0.0005233728,0.000467624],"domain_scores_gemma":[0.9992919,0.0001269064,0.000128526,0.0002446996,0.0001134637,0.00009451636],"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":[0.00002772937,0.00005622887,0.000008386329,0.0005294744,0.00004674688,3.380787e-7,0.00007531986,0.9202557,0.06411844,0.0142508,0.0002661201,0.0003647598],"study_design_scores_gemma":[0.0008885719,0.0001383753,0.0002051856,0.000162569,0.00004959771,0.00001644208,0.00005631715,0.9549868,0.03678559,0.0004353848,0.005994804,0.0002803863],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2133927,0.0005751258,0.7768553,0.0004177596,0.002523561,0.00281598,0.0004948719,0.002008175,0.0009164751],"genre_scores_gemma":[0.9933973,0.00003054028,0.005842289,0.00001518468,0.00005560501,0.0005641047,0.00001291184,0.00006714384,0.00001490249],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7800046,"threshold_uncertainty_score":0.9999261,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008016294247568277,"score_gpt":0.2085197483209224,"score_spread":0.2005034540733541,"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."}}