{"id":"W2011119680","doi":"10.3208/sandf.41.6_153","title":"On Limitations of a Coupled Dynamic Analysis of Saturated Porous Media","year":2001,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"ca_institutions":"McMaster University","funders":"","keywords":"Biot number; Consolidation (business); Geotechnical engineering; Finite element method; Monotonic function; Pore water pressure; Porous medium; Permeability (electromagnetism); Settlement (finance); Geology; Mechanics; Porosity; Structural engineering; Engineering; Mathematics; Physics; Computer science; Mathematical analysis","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":[],"consensus_categories":[],"category_scores_codex":[0.00003469439,0.00007042576,0.0001659231,0.0002288874,0.00003332295,0.0000103671,0.00004243991,0.00005010797,0.00002514521],"category_scores_gemma":[0.00009850752,0.00006552968,0.00005172403,0.0006681047,0.00004003962,0.0000352641,0.000004882098,0.00006875238,8.43466e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001357095,"about_ca_system_score_gemma":0.000007879422,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004087523,"about_ca_topic_score_gemma":0.0003222627,"domain_scores_codex":[0.9995851,0.000005065515,0.0001783149,0.00007072712,0.00007856793,0.0000822447],"domain_scores_gemma":[0.9995403,0.0002326681,0.00002730476,0.0001206385,0.00004571871,0.00003339322],"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":[0.000006583464,0.00002871737,0.00008158165,0.00002011404,0.0005302514,9.051491e-7,0.0002737724,0.9658904,0.005263827,0.02157385,0.00001606959,0.006313926],"study_design_scores_gemma":[0.0002077757,0.00003886516,0.08263266,0.00001476393,0.0003808066,0.00000215028,0.00009212834,0.9118899,0.0000546679,0.004390654,0.0001794443,0.0001162536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9607392,0.0001583165,0.03762855,0.00005325847,0.00007810115,0.00004577188,0.0000260843,0.00009025069,0.001180459],"genre_scores_gemma":[0.9990175,0.0003608662,0.0004782171,0.000005096051,0.000004740261,0.000004304297,0.00009681682,0.000007381985,0.00002507257],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08255108,"threshold_uncertainty_score":0.2672223,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01516739522373476,"score_gpt":0.2270118625796597,"score_spread":0.2118444673559249,"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."}}