{"id":"W2387954476","doi":"","title":"Creep behaviors of light-weight EPS treated soil","year":2010,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Creep; Expanded polystyrene; Consolidation (business); Materials science; Geotechnical engineering; Constitutive equation; Composite material; Polystyrene; Structural engineering; Geology; Engineering; Finite element method; Polymer","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":[0.0001157516,0.0002529081,0.0002088538,0.0003863165,0.0001750206,0.0001254704,0.0001503377,0.0002759697,0.0009157507],"category_scores_gemma":[0.0002772818,0.00009451587,0.0001648688,0.0003304651,0.0001837388,0.0001933977,0.0001405629,0.0002212621,0.000120349],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001799297,"about_ca_system_score_gemma":0.0001835889,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001814887,"about_ca_topic_score_gemma":0.004067066,"domain_scores_codex":[0.9998853,0.000009881168,0.00001281463,0.0000185767,0.00005151087,0.00002178777],"domain_scores_gemma":[0.9997428,0.00004209754,0.00005261294,0.00001994412,0.0001029595,0.00003959611],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002172764,0.00006911752,0.005215452,0.00005219698,0.0000106481,0.0001461649,0.0001414265,0.001677864,0.9875951,0.00003738163,0.00004804376,0.004789419],"study_design_scores_gemma":[0.00001725831,0.001348796,0.0619158,0.00001989953,0.0000333836,0.0001745603,0.0003268515,0.01122149,0.9239141,0.00006779085,0.000933079,0.00002701023],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992186,0.00004933031,0.000453412,0.000006259384,0.00000335728,0.000004537922,0.00008451893,0.00001313414,0.0001669208],"genre_scores_gemma":[0.9984632,0.00007645383,0.0005508263,0.00001460325,0.000001628469,0.000008360475,0.0001374166,0.00000664938,0.0007408807],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001814887,"threshold_uncertainty_score":0.003608704,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002711043993322795,"score_gpt":0.15403751043329,"score_spread":0.1513264664399672,"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."}}