{"id":"W2003992013","doi":"10.1139/t11-084","title":"Modelling of viscous effects in natural clays","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Creep; Stress path; Stiffness; Brick; Constitutive equation; Strain rate; Stress (linguistics); Geology; Materials science; Plasticity; Structural engineering; Engineering; Composite material; Finite element method","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":[0.0001829652,0.000534243,0.000449619,0.0004777161,0.0003220052,0.0008425143,0.0009830438,0.001050081,0.0007427059],"category_scores_gemma":[0.0008564011,0.000421647,0.0005222059,0.0003171681,0.0006920135,0.0005964917,0.0006220366,0.0003816717,0.0001479662],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000661063,"about_ca_system_score_gemma":0.0008424938,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01439898,"about_ca_topic_score_gemma":0.007823758,"domain_scores_codex":[0.9998605,0.00002319756,0.00001015576,0.00002538373,0.00004402653,0.00003680695],"domain_scores_gemma":[0.9997268,0.0001104353,0.00005713876,0.00002337509,0.00005273507,0.00002963489],"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":[0.00001907198,0.0000280655,0.0008187843,0.00005024668,0.00001209966,0.0001287353,0.0000601343,0.9828333,0.01195306,0.001698427,0.00008677509,0.002311266],"study_design_scores_gemma":[0.000008743889,0.00001690448,0.0005122142,0.000005878734,0.000004927518,0.00003161135,0.000009799315,0.9976256,0.001055541,0.0003369993,0.0003839656,0.000007694651],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7594795,0.001325567,0.2211814,0.0002646469,0.00009455228,0.0001267474,0.0004874792,0.0004619636,0.01657801],"genre_scores_gemma":[0.9876969,0.0004380131,0.008895275,0.00002300935,0.00001275613,0.00004801756,0.0001014778,0.0000362298,0.002748359],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01439898,"threshold_uncertainty_score":0.02863038,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008835977696561827,"score_gpt":0.1848688937152339,"score_spread":0.1760329160186721,"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."}}