{"id":"W2003854306","doi":"10.1139/t05-040","title":"Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":342,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geosynthetics; Geotechnical engineering; Reinforcement; Structural engineering; Foundation (evidence); Boundary value problem; Constitutive equation; Stress (linguistics); Nonlinear system; Geotextile; Finite element method; Geology; Materials science; Engineering; Mathematics","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":0.01584373340597953,"score_gpt":0.21535846796137,"score_spread":0.1995147345553904,"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."}}