Given the abundance and importance of earth retention structures, the problem of seismic
earth pressure has attracted not only the research community but also industry and …

Based on limit analysis and pseudo-dynamic methods, a proposed method for evaluating
slope stability under seismic conditions that considers dynamic changes in the axial force of …

Abstracts Seismic stability analysis is an important aspect for design of safe retaining walls
in earthquake prone areas. In this study, limit equilibrium method is used for rotational …

In this paper, a new method combining the rigorous limit equilibrium method and the pseudo-
dynamic method is proposed to investigate stability of 3D seismic landslides, in which the …

The performance of embedded cantilever retaining (ECR) walls, such as the diaphragm and
sheet-pile walls, is measured by the permanent displacement they experience during an …

Stability analysis of retaining walls in seismic areas is generally performed by calculating a
safety factor against a possible mechanism of collapse. However, considering that limit …

The appropriate estimation of seismic earth pressures acting on retaining walls supporting
submerged backfill is an important area of research in earthquake geotechnical …

The conventional pseudo-dynamic (CPD) and modified pseudo-dynamic (MPD) methods
are invoked to obtain the seismic bearing capacity of strip foundations using the limit …

The sparsity of examination of seismic passive earth pressure acting on retaining wall
holding soil backfill with full submergence, which is more common in waterfront areas, can …

A methodology for reliability based optimum design of reinforced soil structures subjected to
horizontal and vertical sinusoidal excitation based on pseudo-dynamic approach is …