{"id":"W4297236584","doi":"10.1002/nag.3443","title":"Elliptical cylindrical equivalent model for consolidation of unsaturated soil improved by PVD","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; China Scholarship Council; National Natural Science Foundation of China","keywords":"Consolidation (business); Pore water pressure; Dissipation; Geotechnical engineering; Materials science; Parametric statistics; Mechanics; Composite material; Geology; Thermodynamics; Mathematics; Physics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001850877,0.0004194173,0.0004733994,0.0003692283,0.0001832647,0.0005496382,0.0007265948,0.0007691958,0.001522561],"category_scores_gemma":[0.0004100402,0.0001989142,0.0004837995,0.0002700102,0.0005640279,0.0005687139,0.0004759328,0.0003432835,0.0001986723],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004880601,"about_ca_system_score_gemma":0.0004061366,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003621739,"about_ca_topic_score_gemma":0.00260983,"domain_scores_codex":[0.9998518,0.00003287177,0.000007398909,0.00003041023,0.00004893257,0.00002853817],"domain_scores_gemma":[0.9998887,0.00002498396,0.00002562343,0.00001409503,0.00003606116,0.00001047525],"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":[0.00005049873,0.0000336717,0.0009610033,0.00004535017,0.0000118541,0.0002161036,0.00005720619,0.9559901,0.02018842,0.014503,0.0002952645,0.00764746],"study_design_scores_gemma":[0.000005473297,0.0000152176,0.000203851,0.000003611041,0.000003424504,0.0000255118,0.00001128117,0.9978993,0.0007321137,0.0006502089,0.0004461187,0.000003866921],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2731499,0.0005897218,0.7031252,0.0002260252,0.00009016542,0.00005897744,0.0002222356,0.0002754466,0.02226231],"genre_scores_gemma":[0.9889755,0.0001814195,0.006242606,0.00002515134,0.000009633659,0.00003465503,0.0000493596,0.00001518701,0.004466472],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003621739,"threshold_uncertainty_score":0.007201314,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03287143704924338,"score_gpt":0.3487648439073472,"score_spread":0.3158934068581038,"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."}}