This paper proposes a holistic framework for seismic analysis of extended pile-shaft-
supported bridges experiencing different extents of liquefaction and lateral spreading. To …

Long-extended underground structures such as shield-driven tunnels may be constructed
through sandwiched liquefiable soil profiles, which can compromise their integrity during …

Reliable prediction of seismic responses of bridges against lateral spreading is critical for
fragility and resilience assessment of transportation infrastructure. This problem, however …

In order to investigate the liquefied soil pressure inposed on an individual pile of pile group,
a centrifugal shake table test on a pile-supported wharf on the sloping saturated sand …

Case histories have shown that the liquefaction-induced lateral spreading is one of the main
causes of damage to pile foundations subjected to seismic loading. This study will …

Even with modern design guidelines, collapse of pile-supported structures in liquefiable
deposits are still observed after strong earthquakes, and buckling instability of piles has …

In this research, 1 g shake table experiments were conducted to evaluate the effects of
boundary conditions on the responses of a 3× 3 pile group to liquefaction-induced lateral …

Helical piles are being used in seismic regions of the US and other countries, yet there
remains much confusion regarding the state of practice and building codes for this pile type …

Soil liquefaction induced by strong earthquake could cause severe failure to bridges,
particularly for river crossing simply-supported girder bridges. Consequently, it is an urgent …

Lateral spreading is the main cause of pile foundation damage in liquefaction-prone areas
during earthquakes. A soil profile in which a non-liquefied soil is on top of a liquefied soil is a …