The flexibility ratio (F) is defined as the stiffness of a structure relative to that of soil, a critical
factor affecting the soil–structure interaction. This study aimed to investigate the effect of F on …

The performance of various geogrid earth-retaining walls integrated with a non-cohesion
granular backfill for reducing earth pressure has been investigated through small-scale …

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 present work deals with assessment of earthquake-induced displacement of the base
restrained retaining walls (RW's). A detailed and rigorous finite element (FE) investigation …

The assessment of realistic seismic loading on cantilever retaining wall requires modeling of
actual seismic events to act on an integral cantilever wall. In this sense, an analysis is …

A series of shaking table tests were designed and conducted to study the seismic
performance of an inverted T-shape cantilever retaining wall with an anti-sliding tooth at the …

This paper presents a comparison between the two-dimensional finite element and
experimental results of shaking table tests on six one-third-scale polymeric strap or …

In design, internal stability of EPS lightweight fills are provided either by applying load
distributing mechanisms (thick pavements or concrete slabs) or using more strong …

The magnitude of lateral earth pressure plays an important role in the analysis and design of
earth retaining structures. Expanded polystyrene (EPS) geofoam panels have been …

In the present study, the seismic performances of gravity retaining walls having both inclined
back side and inclined backfill were investigated under sinusoidal acceleration excitations …