{"id":"W2136027035","doi":"10.1139/t99-061","title":"Analysis of calibration chamber plate load tests","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Federal Highway Administration; Indiana Department of Transportation","keywords":"Finite element method; Calibration; Pile; Settlement (finance); Geotechnical engineering; Structural engineering; Constitutive equation; Base (topology); Stress (linguistics); Rotational symmetry; Engineering; Geology; Mechanics; Mathematics; Computer science; Physics","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":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002892579,0.0001607281,0.0003277453,0.0004346807,0.00006839146,0.00003979616,0.0001943249,0.0002709103,0.001220555],"category_scores_gemma":[0.00006478009,0.0001623617,0.0002146659,0.00103546,0.00003015577,0.0001070376,0.000007086006,0.0005933217,0.00002980069],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002953029,"about_ca_system_score_gemma":0.0001735441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002191319,"about_ca_topic_score_gemma":0.003731815,"domain_scores_codex":[0.998733,0.00001764282,0.0004257006,0.000131124,0.0002669424,0.0004255997],"domain_scores_gemma":[0.9989444,0.00003639134,0.00003168965,0.0002706374,0.00006676785,0.0006501307],"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":[0.000002684831,0.00000647367,0.00001466744,0.000006614792,0.0001918318,0.000057441,0.00002203047,0.9828147,0.0001871555,0.0001340865,0.0007619234,0.01580045],"study_design_scores_gemma":[0.0001423608,0.00003367821,0.001974328,0.0000259284,0.0002052549,0.0001049291,0.000004470102,0.9777297,0.0001217023,0.0001822836,0.01927296,0.0002023543],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9377118,0.001189157,0.05214337,0.0008339638,0.0008307455,0.0002874878,0.0001232981,0.0009123767,0.005967846],"genre_scores_gemma":[0.9991467,0.000190678,0.0002476964,0.00008735907,0.00007196324,0.000003497259,0.000009443071,0.00002861766,0.0002140361],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06143495,"threshold_uncertainty_score":0.9996924,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006700036098210244,"score_gpt":0.1894873683397156,"score_spread":0.1827873322415053,"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."}}