{"id":"W2916314936","doi":"10.1139/cgj-2018-0624","title":"Negative creep of soils","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Creep; Oedometer test; Geotechnical engineering; Materials science; Lateral strain; Constitutive equation; Stress (linguistics); Viscoplasticity; Hardening (computing); Critical state soil mechanics; Stress relaxation; Yield (engineering); Plasticity; Compression (physics); Mechanics; Geology; Structural engineering; Composite material; Soil water; Engineering; Finite element method; Physics; Soil science","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":[0.0002085921,0.0005710062,0.0003193467,0.0007032373,0.0003258037,0.0008117735,0.0005450449,0.0004508415,0.001384075],"category_scores_gemma":[0.0007678735,0.0001729112,0.0003856404,0.000466104,0.001049594,0.001260844,0.0004041512,0.000287344,0.0002752956],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004643316,"about_ca_system_score_gemma":0.0005393336,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00245822,"about_ca_topic_score_gemma":0.00355175,"domain_scores_codex":[0.9996933,0.00002225369,0.00001967882,0.00008691598,0.0001367708,0.00004109295],"domain_scores_gemma":[0.9997281,0.00004268106,0.00006883878,0.00004226418,0.0001044456,0.0000136401],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0001508014,0.0001504352,0.0187606,0.0005865565,0.00005224502,0.001873534,0.0008026258,0.2097625,0.3283997,0.1616423,0.003517118,0.2743015],"study_design_scores_gemma":[0.00002769612,0.0003655721,0.0282229,0.0001127525,0.00007568236,0.003247167,0.0004567853,0.7184219,0.1335629,0.07578536,0.0395782,0.0001431085],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5252771,0.001633416,0.4221794,0.0003096575,0.0002370561,0.00008059592,0.0003217904,0.000877672,0.04908315],"genre_scores_gemma":[0.9820896,0.0005272846,0.006857283,0.0000653637,0.0000334316,0.00002712863,0.0001330975,0.00006075977,0.01020594],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00245822,"threshold_uncertainty_score":0.004887819,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005356828297731004,"score_gpt":0.1963935855297279,"score_spread":0.1910367572319969,"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."}}