This paper investigates the effect of model scale on seismic response of prototype helical
pile (HP) groups employing finite element modelling approach verified by the results of …

Closed-ended pipe piles are usually preferred over traditional piles because they are
simpler and easier to handle. Also, their quality could be verified easily and at a low cost …

This paper studies the seismic response of open-ended (OE) pipe piles subjected to static
and seismic loads using three-dimensional finite element analysis. The influence of the pipe …

This paper investigates the nonlinear soil–pile–structure interaction employing three-
dimensional nonlinear finite element models verified with the results of large-scale shaking …

Buckling instability has been recently identified as a possible mechanism of pile failure in
liquefiable deposits and this failure mechanism is not explicitly mentioned in most design …

The liquefaction-induced lateral spreading has been responsible for severe damages on the
pile foundation during major earthquakes. Therefore, the seismic response of soil-pile-quay …

A comparative study of the seismic performance of 2× 1 pile groups considering different
degrees of batter (0° for vertical, 10° and 20°) embedded in single homogeneous liquefiable …

Long-span cable-stayed bridge is one of the main structures for highways and railways
crossing wide rivers. Seismic response of an integral 1: 70 scaled model for a long-span …

The performance of a soil-pile system can be significantly influenced by ground motion
parameters. However, few research efforts have been performed to provide a complete …

Three-dimensional finite-element models were developed and validated employing the
published results from a comparative shaking table testing program of identical four-pile …