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 …

A numerical finite-difference method (FLAC) model was used to investigate the influence of
constitutive soil model on predicted response of two full-scale reinforced soil walls during …

The results of laboratory-model tests on strip footings supported on unreinforced and geocell-
reinforced sand beds under a combination of static and repeated loads are presented. The …

The paper describes measurements taken from a series of four full-scale modular block
walls that were constructed with reinforcement layers having different stiffness. The walls …

This article presents physical and numerical model studies in order to assess the effects of
facing stiffness and toe resistance on the behavior of GRS walls. Experimental tests were …

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 …

This paper reviews the previous studies on mechanically stabilized earth (MSE) wall, soil
nail (SN) wall, and hybrid earth retaining structures (HERS) to provide a critical appraisal …

This paper presents numerical simulations of the performance of the Geosynthetic
Reinforced Soil–Integrated Bridge System (GRS-IBS) under static loading conditions …

This paper presents a numerical investigation of the deformation and failure behavior of
geosynthetic reinforced soil (GRS) bridge abutments. The backfill soil was characterized …