The analysis of the behavior of soil and foundations when the piles in offshore areas are
subjected to long-term lateral loading (wind) is one of the major problems associated with …

A new mechanical model for predicting the vibration of a pipe pile embedded in
longitudinally layered visco-elastic media with radial inhomogeneity is proposed by …

A mathematical formulation is proposed for the analysis of a pile group embedded in
unsaturated soil subjected to horizontal time-harmonic vibration. The unsaturated soil is …

Settlement limitation is one of the major concerns for the designers of machine foundation as
machines are very sensitive to settlement. This restricted criterion necessitates the need for …

The fundamental aim in the proper design of machine foundations is to limit the response
amplitude by preventing resonance in all vibration modes. The effects of static and dynamic …

Although pile foundations are usually subjected to both lateral and vertical loads, there have
been few studies on the pile response under the combined loadings. Moreover, those few …

This study presents novel research on the impact of vertical vibration on the dynamic
response of pile groups embedded in stratified soil under seismic loading conditions. An …

The seismic safety of piles and superstructures in coral sand deserves attention. To explore
the particular dynamic interaction of the coral sand–pile-superstructure during earthquakes …

Coral sand is widely distributed in coastal areas and used as a soil foundation in an
increasing number of projects. Historical records show that the liquefaction and lateral …

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 …