{"id":"W2369136883","doi":"","title":"Research on creep model of EPS composite soil","year":2010,"lang":"en","type":"article","venue":"Rock and Soil Mechanics","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; Composite number; Geotechnical engineering; Materials science; Deformation (meteorology); Expanded polystyrene; Stress (linguistics); Composite material; Structural engineering; Geology; Engineering","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":[0.0002825136,0.000104437,0.0001481077,0.0001095533,0.00007995692,0.00001513891,0.0001131998,0.0001549883,0.000005706318],"category_scores_gemma":[0.00004402248,0.0001028364,0.00003296306,0.0001654145,0.000008702785,0.00004028921,0.00004643109,0.0005026244,0.00001132744],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001398474,"about_ca_system_score_gemma":0.000009962411,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001127406,"about_ca_topic_score_gemma":0.00002266747,"domain_scores_codex":[0.9992383,0.00001295643,0.0001599088,0.0001375436,0.0002317213,0.0002196295],"domain_scores_gemma":[0.9995123,0.0000682457,0.00001207125,0.0002339533,0.00008072006,0.00009276317],"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":[0.000003947497,0.00001979517,0.000002198485,0.00006467939,0.000005800835,3.927269e-7,0.00007348381,0.9034039,0.07052036,0.02442743,0.00007337685,0.001404627],"study_design_scores_gemma":[0.0001428975,0.00004684056,0.00002244019,0.00002260695,0.000004768673,0.000001750164,0.0000229563,0.9726347,0.02111346,0.005784052,0.0001002642,0.0001032443],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8805012,0.00005298651,0.1168734,0.00003417159,0.0001825136,0.00007563458,0.000008979549,0.000189731,0.002081467],"genre_scores_gemma":[0.9994187,0.0001170304,0.0002981525,0.000008456593,0.00003331607,0.000008790791,0.000004896634,0.00002578628,0.0000848681],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1189176,"threshold_uncertainty_score":0.4193547,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02521232762708396,"score_gpt":0.2545646370863485,"score_spread":0.2293523094592645,"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."}}