Many analytical and numerical analysis and design methods for geosynthetic-reinforced soil
structures require a single-value (constant) estimate of reinforcement stiffness. However …

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 …

In this paper, a thorough numerical study is conducted to rigorously evaluate the lateral
earth pressures exerted on the retaining walls backfilled with geosynthetic-reinforced soil …

This one-of-a-kind reference evaluates the efficacy, stability, and strength of various soil
walls, slopes, and structures enhanced by geosynthetic materials. Offering stimulating …

This paper presents a physical model study of the influence of compaction on the behavior
of geogrid-reinforced soil walls. Experiments were accomplished in a facility at the …

This paper presents a numerical investigation of the performance of geosynthetic-reinforced
soil (GRS) bridge abutments under static loading conditions. Simulations were conducted …

This study numerically evaluated the combined effects of different controlling factors (ie, wall
height, stresses induced during backfill compaction, reinforcement stiffness, toe conditions …

Geosynthetic-reinforced-soil retaining walls with modular-block (segmental) facing have
gained wide popularity because of their satisfactory performance and aesthetic appearance …

The finite element procedures are extremely useful in gaining insights into the behavior of
reinforced soil retaining walls. In this study, a validated finite element procedure was used …

An advanced generalized plasticity soil model and bounding surface geosynthetic model, in
conjunction with a dynamic finite element procedure, are used to analyze the behavior of …