In the present study, a series of shaking table model tests were performed on a slope with a
gabion reinforced retaining wall. Transfer functions were employed to compute the inherent …

The paper reports a 1 g shaking table test that was carried out on a reinforced soil wall with
an objective to study the acceleration amplification in the backfill, and phase differences …

Local fine-grained soils were usually used as backfill for geosynthetic-reinforced soil
retaining walls (GSRWs). However, there are few studies on the seismic response in this …

In current study, the effect of overlap length of reinforcements (LR) and arrangement of
connecting two opposing walls to each other on the seismic behavior of back-to-back MSE …

Construction of mechanically stabilized earth (MSE) walls in multi-tiered configurations is a
promising solution for increasing the height of such walls. The good performance of this type …

The applicability of crumb rubber mixed with sand as alternative fill material in mechanically
stabilized earth (MSE) walls is investigated in the current study. Shaking table tests have …

Vertical ground acceleration is a component in an earthquake loading, and in some cases,
the vertical to horizontal acceleration ratio (V/H ratio) may be very large. However, the …

In this study, the seismic behavior of a mechanically stabilized earth (MSE) wall with inclined
backfill is investigated under sinusoidal acceleration excitations using a series of 1-g …

The dynamic response for different earth-retaining walls having geogrid as a reinforcement,
combined with cohesionless granular material for backfill to mitigate earth pressure, has …

A numerical study was carried out to investigate the seismic stability of mechanically
stabilized earth (MSE) walls using a finite element limit analysis (FELA) approach. The …