This paper presents a deterministic analysis carried out to study the influence of coupled
vertical and horizontal ground motions on the response of an isolated bridge (or soil-pile …

A seismic response analysis of a piled raft foundation combined with cement deep mixing
walls (DMWs), supporting a 12-story base-isolated building under strong earthquakes, was …

In order to study the influence of pile spacing on the seismic response of piled raft in soft
clay, a series of shaking table tests were conducted by using a geotechnical centrifuge. The …

Large-scale E-Defense shaking table tests were performed using a 3× 3 pile group in dry
sand layers to clarify dynamic lateral pile behavior in a group. The mechanism behind the …

During seismic ground shaking, the motion of a soil–pile system is different from that of the
free field due to seismic soil–structure interaction (SSI). Kinematic soil–pile interaction is …

The objective of this study is to explore the seismic fragility of reinforced concrete bridges,
specifically in response to the vertical components of ground motions, utilizing fragility …

Based on previous studies on the seismic monitoring of isolated (IS) and non-isolated (NI)
buildings supported by piled rafts with a DMW (deep mixing wall) grid, under similar soft-soil …

This study investigates the influence of vertical components (VCs) of seismic excitations on
the response of short and tall (slender) superstructures, and compares them with the system …

Effective methods for evaluating the bending moment of a pile caused by lateral forces at the
pile head are available. However, the effects of axial load variation caused by the …

Capped piles are efficient in settlement control and have been widely used in the
reinforcement of soft soil foundations for high‐speed railways and highways. In this study …