{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001925245,0.0005931649,0.000446225,0.0007151404,0.0003356364,0.000558552,0.0007832705,0.0009858232,0.0009685931],"category_scores_gemma":[0.000476006,0.0002254511,0.000727791,0.0005981925,0.0004378535,0.00109505,0.0003492789,0.0005704595,0.0002674349],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004806785,"about_ca_system_score_gemma":0.000567426,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009634981,"about_ca_topic_score_gemma":0.003702661,"domain_scores_codex":[0.9998229,0.0000275196,0.00001240734,0.00005000565,0.00006012817,0.00002715076],"domain_scores_gemma":[0.999814,0.00004880135,0.00003252793,0.00001277429,0.00007933162,0.00001256259],"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":[0.00005197753,0.0000439859,0.003139641,0.0001687041,0.0000256601,0.00049081,0.0001881675,0.9392738,0.0225991,0.01381978,0.0009651819,0.01923328],"study_design_scores_gemma":[0.000002218221,0.00001370406,0.000307892,0.000006567922,0.000003810939,0.00005755452,0.00001581713,0.9971588,0.0007520885,0.001203438,0.0004721516,0.000006053851],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2778347,0.003359099,0.6925865,0.0008247725,0.0001683888,0.00008849246,0.0003337041,0.0006305575,0.02417377],"genre_scores_gemma":[0.9760258,0.001886543,0.01092969,0.0000798346,0.00005546312,0.00007428342,0.0002169353,0.00005389745,0.01067754],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.009634981,"threshold_uncertainty_score":0.01915777,"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."}}