Large structures, such as offshore platforms, wind turbine foundations, wide buildings,
bridges, and railway granular embankments, are often supported by pile foundations. These …

Torsional load on pile foundations is induced by the action of eccentric horizontal forces on
the supporting structures. Such loading not only initiates twist at the pile head, but also …

A closed-form dynamic stiffness (DS) formulation is proposed for pile group foundations.
This model consists of a rigid cap and an arbitrary number of flexible piles. The rigid cap …

The advent and consequential advancements in geotechnical earthquake engineering have
made soil–structure interaction analysis (SSI) an important component in the analysis and …

In the article the problem of geotechnical application of clay nd claystone as a base of driven
pile foundations has been considered. When using these foundations, a compaction zone is …

Pile foundations supporting large structures (such as high-rise buildings, oil drilling
platforms, bridges etc). are often subjected to eccentric lateral load (in addition to the vertical …

Taking the concrete as an example, this paper studies the shear characteristics of the
cohesive soil and rigid base. A series of shear tests are conducted by the refitted DSJ-2 …

In the article the problem of geotechnical application of claystone as a base of driven pile
foundations has been considered. When using these foundations a compaction zone is …

The hydrodynamic problems associated with the construction of the sea‐crossing bridge
were proposed. The deep‐water approach bridge on both sides of the main bridge of …

Рассмотрена проблема проектирования свайных фундаментов на аргиллитоподобных
глинах. Выполнен расчет осадки одиночной забивной сваи численными методами …