{"id":"W2034337476","doi":"10.1139/t02-119","title":"An anisotropic elastoplastic model for soft clays","year":2003,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":455,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"University of Glasgow","keywords":"Anisotropy; Geotechnical engineering; Constitutive equation; Hardening (computing); Yield (engineering); Critical state soil mechanics; Stress path; Plasticity; Materials science; Mechanics; Geology; Structural engineering; Engineering; Finite element method; Composite material; Physics; Optics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01044516467506007,"score_gpt":0.198923715601323,"score_spread":0.1884785509262629,"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."}}