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 large-scale shaking table test was performed to study the dynamic response of slopes
parallel to geological bedding (bedding slopes) and slopes that cross-cut geological …

The horizontal displacement of a reinforced-soil retaining wall is a common deformation
mode of seismic damage. The horizontal displacement time history and accumulative …

The focus of the paper is on the influence of reinforcement design parameters (ie stiffness,
length and vertical spacing) on the simulated earthquake response of 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 …

Many studies have reported that the seismic responses of slopes and retaining structures
are notably different under the effect of multiple seismic waves. Previous experimental …

The widespread use of reinforced-soil walls, especially in seismic regions has led to
extensive studies on seismic behavior of this structures. In this paper, to assess the behavior …

This paper presents an experimental study of the earthquake performance of modular-block
reinforced soil retaining walls which were backfilled with sand using large-scale benchmark …

An anchored pile structure is a type of retaining structure that is widely used in excavation
support systems, water-front structures, slope stabilization, and landslide prevention. This …

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 …