{"id":"W2107962046","doi":"10.1139/cgj-2013-0200","title":"Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Compressibility; Constitutive equation; Pore water pressure; Viscoplasticity; Void ratio; Creep; Finite element method; Geology; Materials science; Mechanics; Engineering; Structural engineering; Composite material; 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":[],"consensus_categories":[],"category_scores_codex":[0.000287318,0.0002556973,0.0004614224,0.000793537,0.000125333,0.00009980307,0.0002852027,0.000327524,0.00036835],"category_scores_gemma":[0.0002630287,0.0002331522,0.0001856897,0.001019711,0.00008151043,0.0001868095,0.00002142536,0.0009346371,0.00004191088],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003912637,"about_ca_system_score_gemma":0.0002959153,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005657146,"about_ca_topic_score_gemma":0.001602396,"domain_scores_codex":[0.9981269,0.00003754821,0.0005197714,0.0002116918,0.000331266,0.0007728103],"domain_scores_gemma":[0.9983317,0.0002214342,0.00004808022,0.0002796995,0.000138742,0.000980315],"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":[0.00000517697,0.00001686994,0.00003127466,0.00002213485,0.0004907615,0.00003004483,0.00003784902,0.9947231,0.002802067,0.001007019,0.0002487121,0.0005850095],"study_design_scores_gemma":[0.0003875542,0.0001226754,0.00324212,0.0001023603,0.0005437969,0.00009796712,0.0001035868,0.9939797,0.0003072343,0.0003779435,0.0004144296,0.0003206372],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2975796,0.00008104387,0.7012466,0.0002628522,0.0002110233,0.0001688982,0.00005184876,0.0002074182,0.0001907863],"genre_scores_gemma":[0.9992977,0.00001915676,0.0004117284,0.0001141225,0.0000568427,0.00001510793,0.00002164055,0.00004824149,0.00001539801],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7017182,"threshold_uncertainty_score":0.950767,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006425538827048411,"score_gpt":0.190413975611185,"score_spread":0.1839884367841366,"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."}}