This study evaluates the earthquake-induced movement of mechanically stabilized earth
(MSE) walls. A thorough investigation was conducted on an MSE wall model, utilizing a …

The extent and forms of seismic damage vary with the tunnel depth range, according to
which seismic measures should be designed. A seismic buffer of expanded polystyrene …

Cantilever walls are frequently and necessarily built not only in earthquake prone regions
but also on different foundation subsoils with various physical and mechanical …

Dry-stone retaining walls can be found worldwide and constitute critical assets of the built
heritage for many sloped territories, holding cultural and economic value. Their design …

The present design guidelines for rigid-faced (RF) geosynthetic reinforced soil (GRS) walls
recommend a minimum toe embedment depth as a geometric requirement. The toe …

This study was aimed to (1) investigate the failure surface mechanism occurring behind the
wall supporting narrow backfill with experimental and numerical approaches;(2) determine …

The present work aims to assess earthquake-induced earth-retaining (ER) wall
displacement. This study is on the dynamics analysis of various earth-retaining wall designs …

Underground structures in earthquake-prone zones should be designed to withstand both
static overburden pressures and earthquake shocks. This paper presents a case study on a …

This article deals with the investigation of the effects of seismic impacts on the design and
dimensioning of structures in South Kivu. The starting point is the observation of an …

As a result of technological advances, geosynthetic reinforced soil (GRS) slopes have been
constructed more frequently in recent decades, which have been used extensively in …