Estimation of Horizontal Displacements for Geosynthetic Reinforced Soil Wall

Nowadays, the geotechnical design trend is increasingly heading towards serviceability limit state. However, current practice in of geosynthetic reinforced soil (GRS) walls mostly relies on ultimate Commonly available software programs provide typical factor safety values against various failure modes. With increasing height and variability GRS walls, deformation characteristics also become an important parameter design. In this paper, expression has been developed to predict horizontal a wall using set data obtained from about sixty-four finite element model configurations. The includes wall-height, internal friction angle elastic modulus backfill, length, spacing stiffness reinforcements. It found out that all these parameters contribute displacement wall. addition, some comparisons have made reveal influence each individual