Shear-wave velocity (V s) offers a means to determine the seismic resistance of soil to
liquefaction by a fundamental soil property. This paper presents the results of an 11-year …

This article aims at identifying the optimal scalar-and vector-valued intensity measures (IMs)
for predicting liquefaction triggering and the consequence of liquefaction (ie permanent …

The second-strongest earthquake recorded in Chile׳ s history, only exceeded by the 1960
Valdivia earthquake of Magnitude 9.5, occurred on February 27, 2010. This mega thrust …

This study aimed to provide an experimental evaluation method for train's moving safety on
a post-earthquake bridge. First, an improved real-time hybrid simulation (RTHS) framework …

This paper focuses on the evaluation of seismic fragility curves for embankments on
liquefiable soils with the aim of improving the reliability of the risk assessment of transport …

As a very complex and uncertain problem, seismic liquefaction is affected by many factors,
such as earthquake intensity, site conditions, soil properties, etc. During the past half a …

In this study, the seismic resilience of granular column-supported road embankments on
liquefiable soils is examined to enhance the understanding and seismic design of resilient …

Safe operation of the trains on the high-speed railway bridge requires the railway line to
have a high level of track regularity. High-speed railway bridges can deform unevenly under …

Considerable bridge‐ground interaction effects are involved in evaluating the
consequences of liquefaction‐induced deformations. Due to seismic excitation, liquefied soil …

Dense granular columns (DGCs) are generally known to mitigate the liquefaction hazard
through a combination of (1) installation-induced ground densification,(2) enhanced …