Numerical investigation of reinforced soil structures with GRS-IBS design features Available to Purchase

This paper focuses on investigation of the effects of the presence of a bearing bed and reinforced soil foundation (RSF), the vertical reinforcement spacing and reinforcement stiffness, and subgrade compressibility on design components, including the lateral displacement of facing, maximum tension in reinforcement (T_max), connection strength (T_o), and differential settlement in reinforced soil structures reinforced with woven geotextile. The investigation was conducted through numerical simulation of reinforced soil structures using the finite element program Plaxis 2D under plain strain condition. The results from the numerical analyses showed that the vertical reinforcement spacing has more effect on the design components than the reinforcement stiffness. The effect of slab load in widely spaced structures showed that the T_max decreased linearly with depth. However, for closely spaced structures with a bearing bed, the reduction in T_max with depth was bilinear. The existence of T_o in closely spaced structures was evident. The observed values of T_o were very close to values of T_max. Inclusions of the bearing bed and RSF were found to have beneficial effects and can be implemented in design and construction of widely spaced reinforced soil structures to improve the performance.