The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance
calculation during the pile dynamic design and analysis. Further, it provides a firm …

The purpose of this study is to investigate surface-wave isolation by periodic piles from the
perspective of attenuation zones. There are three major components. The first is the …

Under the action of Rayleigh waves, pile head is easy to rotate with a concrete pile cap, and
pure fixed‐head condition is rarely achieved, which is a common phenomenon for it usually …

This paper presents a method for the seismic analysis of open‐ended pipe piles subjected
to vertically propagating S‐waves, that considers kinematic interaction between the pipe pile …

Offshore jacket platforms are widely used for wind energy generation and gas and oil field
development. The South Pars gas field, located in the Persian Gulf, stands as one of the …

Assessment of seismic resilience of critical infrastructure such as liquefied natural gas (LNG)
storage tanks, is essential to ensure availability and security of services during and after …

This research provides an insight into the previously unexplored aspects of kinematic pile
bending, especially for large-intensity earthquakes where the soil behaviour is highly non …

In this research, in order to evaluate the plastic limit load and also plastic design parameters
of the long pile foundations subjected to horizontal loads, shakedown method is applied. In …

Soil–pile interface conditions during seismic events could cause a severe impact on the
response of deep foundations which is not fully addressed in the previous contributions. To …

We examine the kinematic response of fixed-head vertical floating piles embedded in
continuously nonhomogeneous soils and subjected to upward propagating seismic waves …