This paper presents the results of a finite element (FE) numerical analysis that was
developed to simulate the fully-instrumented Geosynthetic Reinforced Soil Integrated Bridge …

The paper reports the construction and surcharge load-testing of three (3) large-scale (~
2.50 m-tall) GRS bridge abutment models in an outdoor test station to investigate the …

In this study, a three-dimensional (3D) Finite Element (FE) analysis was developed to
simulate the fully-instrumented geosynthetic reinforced soil integrated bridge system (GRS …

Cement-stabilized soil retaining wall structures are becoming increasingly popular for high-
speed railway lines. However, the widely used Portland cement is heavily associated with …

A 2-D finite flement model was developed in this study to conduct a FE parametric study on
the effects of some variables in the performance of geosynthetic reinforced soil integrated …

This paper presents the evaluation of the performance of the Geosynthetic Reinforced Soil-
Integrated Bridge System (GRS-IBS) in terms of lateral facing deformation, strain distribution …

This paper presents the numerical results of the performance of the Geosynthetic Reinforced
Soil Integrated Bridge System (GRS-IBS) due to differential settlement underneath the …

The influence of backfill type and material properties on the performance of field-scale
geosynthetic reinforced soil (GRS) abutment models is investigated. Two alternative types of …

The bearing capacity of foundations is one of the interesting subjects in geotechnical
engineering. In many cases, constructing foundations on natural or artificial soil slopes to …

To reveal the behavior of geosynthetic-reinforced soil (GRS) bridge approach retaining walls
on highly compressible foundation soils, in this study, a GRS bridge approach adjacent to …