{"id":"W1501077117","doi":"10.1139/t2012-024","title":"Final state of soils under vacuum preloading","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Consolidation (business); Deformation (meteorology); Critical state soil mechanics; Geology; Expansive clay; Effective stress; Stress (linguistics); Soil water; Engineering; Structural engineering; Finite element method; Soil science; Constitutive equation","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000252199,0.0002100302,0.000276141,0.0004846014,0.0003857498,0.0007183504,0.0002740078,0.0003930525,0.001298195],"category_scores_gemma":[0.0005304117,0.0002020949,0.0001742995,0.0003831604,0.0006320712,0.000559867,0.0003755725,0.000391806,0.0001765848],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004239977,"about_ca_system_score_gemma":0.0003173169,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00282882,"about_ca_topic_score_gemma":0.00372018,"domain_scores_codex":[0.9996663,0.00002684173,0.00001884417,0.00006421329,0.0001107765,0.0001129269],"domain_scores_gemma":[0.9996951,0.00004119143,0.00006693244,0.00003055633,0.0001144851,0.00005173189],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0002923328,0.00003234264,0.01511815,0.0000700087,0.00001657556,0.0003819545,0.0004662657,0.001569067,0.9747818,0.0004958362,0.00006608508,0.006709563],"study_design_scores_gemma":[0.00001822446,0.0005155227,0.09683815,0.00002996698,0.00002782133,0.0002877194,0.001558323,0.004912104,0.8925083,0.0006270055,0.002637467,0.00003947389],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980848,0.000116562,0.0007669252,0.00001125612,0.000004258719,0.000008925735,0.0001168792,0.00002120235,0.0008693071],"genre_scores_gemma":[0.9990993,0.00004323502,0.0002936952,0.000008231107,0.000001344446,0.000005643911,0.000126713,0.000005521052,0.000416335],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9971712,"threshold_uncertainty_score":0.005624771,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01618913211994615,"score_gpt":0.2036012657802275,"score_spread":0.1874121336602814,"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."}}