Soil slopes located in more rainfall region have been damaged significantly in the previous
earthquakes due to the earthquake-induced excess pore water pressure (EPWP), which is …

This study examines the influence of the interference on the dynamic response of two active
machine foundations using the finite element analysis. The finite element model has been …

In this study, the response and behavior of machine foundations resting on dry and
saturated sand was investigated experimentally. In order to investigate the response of soil …

The foundation of the turbo-generator comprises a generator, turbine, and associated
equipment situated on the top of the frame foundation, which consists of a bottom raft, top …

An experimental study of the behavior of sandy soils having different densities was
conducted under the action of a single impulsive load. Dry silica sands of different densities …

Abstract Machine foundations are subjected to repeated abnormal and complex loads due
to machine vibrations. The response of such foundations should be examined by …

A series of laboratory tests was conducted to measure the vertical and horizontal
displacement responses of pile foundations when subjected to dynamic loads. Eight tests …

A comparison between the resistance capacity of a single pile excited by two opposite rotary
machines embedded in dry and saturated sandy soil was considered experimentally. A …

The risk of liquefaction phenomena increases during dynamic loading and can cause the
shear failure of soil under foundations. Model tests for a small-scale model under vertical …

The aim of this paper is to give a comprehensive awareness of some substantial factors
including the influences of the embedment level of a building and the presence of dead …