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

Recent research has demonstrated that axial load alone can cause a slender pile to fail by
forming a plastic hinge, if soil surrounding the pile liquefies in an earthquake. This failure …

Numerical simulation models for pile group-superstructure in liquefiable and non-liquefiable
sites were established. The validity and reliability of the numerical model are verified by the …

地震反应的有效估计是液化场地桥梁结构设计, 加固改造的必要环节, 但通过数值模拟手段获得
的结果易受模型参数变化的影响. 为探究影响液化场地桥梁结构地震反应的控制性参数 …

In the present study, an advanced nonlinear finite-element based 3D numerical study has
been carried out to investigate the effects of axial loading on dynamic response of soil-pile …

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

This paper investigates the dynamic response of a model pile-soil-bridge system subjected
to seismic loading using a finite element model (FEM) developed in OpenSees. The …

Modeling and simulation of mechanical response of structures, relies on the use of
computational models. Therefore, verification and validation procedures are the primary …

This numerical study investigates the effectiveness of selected ground improvement
methods for existing elongated structures that are shallow-founded on horizontal or mildly …

Case history investigations have shown that pile foundations are more critically damaged in
liquefiable soils than non-liquefiable soils. This study examines the differences in seismic …