An overview of past and recent developments on the subject of seismic earth pressures on
yielding, gravity-type walls, retaining cohesionless backfill, is first presented, focusing on …

While limiting-equilibrium Mononobe–Okabe type solutions are still widely used in
designing rigid gravity and flexible cantilever retaining walls against earthquakes, elasticity …

A three-dimensional backfill–structure–soil/foundation interaction phenomenon is simulated
using the finite element method in order to analyze the dynamic behavior of cantilever …

Using finite-element modelling, this paper explores the magnitude and distribution of
dynamic earth pressures on several types of flexible retaining systems: L-shaped reinforced …

The results of a numerical study on the influence of a number of structural design
parameters on the fundamental frequency of reinforced-soil retaining wall models are …

The present study deals with evaluation of the effects of different ground motions, backfill-
structure interaction (BSI) and soil-structure interaction (SSI) on dynamic response of a box …

Three‐dimensional finite element analysis has been carried out in order to study the
response of retaining walls subjected to lateral earth pressure using ABAQUS/CAE. This …

The present study has two objectives for the design of cantilever walls based on the local
site conditions: i) estimating the minimum foundation width in the seismic loading condition …

Motivated by the need to explain the large displacement and rotation that numerous caisson-
type quay walls suffered in the port of Kobe during the devastating 1995 earthquake, a …

Scour around monopiles supporting Offshore Wind Turbines (OWT) may cause a significant
reduction in the foundation capacity and the natural frequencies of the soil–structure system …