This paper provides a more realistic representation of the soil-geogrid interface in indirectly
activated geogrids. A new testing apparatus is designed using transparent soil that allows …

This study numerically investigates the influence of foundation conditions, in combination
with other factors such as wall height and reinforcement and facing stiffness, on the …

In the current paper, using experimental studies and numerical analyses, the effect of
surcharge width on the behavior of geosynthetic-reinforced soil (GRS) walls is evaluated …

The role of wall facing is crucial in the design of MSE walls. This study employed two
centrifuge model tests specifically designed to analyze walls with two distinct facing types …

Performing tests on geosynthetic-reinforced soils under pullout conditions gives a
comprehensive understanding of soil-geosynthetic interaction. However, they may be …

Small-and large-scale 1 g experiments were conducted to investigate the bearing capacity
failure of geosynthetic-reinforced soil walls. The small-scale experiments (1/10) provided …

In the current paper, using experimental studies and numerical analyses, the combined
effect of facing inclination and uniform surcharge on the behaviour of geosynthetic …

Predicting the performance of geosynthetic-reinforced soil walls with segmental block
facings in service is a challenging task due to their complex interaction mechanisms. This …

Many experimental, analytical and numerical studies have identified several sources of
conservatism in the prediction of the reinforcement tension load such as the simplified …

This paper presented a field study of the reinforced soil wall (RSW) with a geogrid wrap-
around facing. In addition to the conventional monitoring content, the strain of the face …