Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions

• Published in: Canadian geotechnical journal Vol. 42; no. 4; pp. 1066 - 1085
• Main Authors: Hatami, Kianoosh, Bathurst, Richard J
• Format: Journal Article
• Language: English
• Published: Ottawa, Canada NRC Research Press 01.08.2005; National Research Council of Canada; Canadian Science Publishing NRC Research Press
• Subjects: Backfill; Boundary conditions; Earth sciences; Earth, ocean, space; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; Geotechnology; Lagrange multiplier; Mathematical models; Simulation; Soils; Stress state; Working conditions; concrete; stress; embankments; foundations; pressure; non-linear models; linear models; sand; materials; numerical models; displacements; deformation; geometry; programs; soils
• ISSN: 0008-3674; 1208-6010
• DOI: 10.1139/t05-040

The paper describes a numerical model that was developed to simulate the response of three instrumented, full-scale, geosynthetic-reinforced soil walls under working stress conditions. The walls were constructed with a fascia column of solid modular concrete units and clean, uniform sand backfill on a rigid foundation. The soil reinforcement comprised different arrangements of a weak biaxial polypropylene geogrid reinforcement material. The properties of backfill material, the method of construction, the wall geometry, and the boundary conditions were otherwise nominally the same for each structure. The performance of the test walls up to the end of construction was simulated with the finite-difference-based Fast Lagrangian Analysis of Continua (FLAC) program. The paper describes FLAC program implementation, material properties, constitutive models for component materials, and predicted results for the model walls. The results predicted with the use of nonlinear elastic-plastic models for the backfill soil and reinforcement layers are shown to be in good agreement with measured toe boundary forces, vertical foundation pressures, facing displacements, connection loads, and reinforcement strains. Numerical results using a linear elastic-plastic model for the soil also gave good agreement with measured wall displacements and boundary toe forces but gave a poorer prediction of the distribution of strain in the reinforcement layers.Key words: numerical modelling, retaining walls, reinforced soil, geosynthetics, FLAC.