The three-dimensional finite difference method was used in this study to analyze the
deformation and stresses of a passive pile under surcharge load in extensively deep soft …

A numerical comparison of predictions by limit equilibrium analysis and 3D numerical
analysis is presented for a slope–pile system. Special attention is given to the coupled …

The reinforcement of soils using rigid inclusions is a technique used to reduce settlements
and to ensure the stability of an embankment built over soft soils. This technique reduces …

In this paper a typical soil–structure interaction problem is considered, the case of a vertical
pile installed in sand and submitted to an axial compression loading. Results from two full …

Full-height piled bridge abutments constructed on soft clay are prone to soil–structure
interaction effects. A series of geotechnical centrifuge tests of this type of structure has been …

An extensive program of laboratory model tests was undertaken to study the eŠect of slope
on py curves due to surcharge load in dry sand. The paper concerns the method developed …

Two‐dimensional finite element analysis has been used to find load–transfer relationships
for translation of an infinitely long pile through undrained soil for a variety of soil‐constitutive …

A finite element study has been carried out to determine the pile–soil–pile interaction
behaviour for closely spaced pile rows and groups under passive lateral loading from soil …

Three-dimensional finite element analysis was carried out to investigate the behaviour of
single piles subjected to lateral soil movements and to determine the ultimate soil pressures …

Man-made factors take an important place in the formation of landslides besides the natural
events. Road constructions, establishing new residential areas and interfering natural …