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Evaluation of Prediction Methods for Lateral Deformation of GRS Walls and Abutments
Publisher: American Society of Civil Engineers
Nonlinear Equation for Predicting the Settlement of Reinforced Soil Foundations
Publisher: American Society of Civil Engineers
Abstract: A reinforced soil foundation (RSF) consists of layers of geosynthetic reinforcement and compacted granular fill material. The RSF approach is a fast, sustainable, and economical alternative to shallow foundation design. ...
Effects of Backfill Constitutive Behavior and Soil–Geotextile Interface Properties on Deformations of Geosynthetic-Reinforced Soil Piers under Static Axial Loading
Publisher: ASCE
Abstract: In this research, a numerical investigation was conducted to study the effects of backfill constitutive behavior on the vertical and horizontal deformations of geosynthetic-reinforced soil (GRS) piers under static axial ...