Axially loaded piles in liquefiable soils can undergo severe settlements due to a shaking
event. During shaking, the settlement is caused by the reduction of its shaft and tip capacity …

Existing simplified procedures for evaluating soil liquefaction potential or for estimating
excess pore pressures during earthquakes are typically based on undrained cyclic tests …

Earthquake-induced soil liquefaction can cause soil settlement around piles, resulting in
drag load and pile settlement after shaking stops. Estimating the axial load distribution and …

Foundations are subjected to large lateral loads during earthquakes. Further, liquefaction
and subsequent lateral spreading, observed in almost all major earthquakes, have …

The structural behavior of pile-supported structures during soil liquefaction is sometimes
insufficiently investigated properly due to the inefficiency in the existing line finite element …

This paper investigates the seismic bridge‐pile‐soil system failure mechanisms due to
liquefaction‐induced lateral spreading. Two large‐scale shaking table tests were performed …

Two large-scale shake table experiments were conducted to study the seismic pile group–
bridge soil system failure mechanisms and examine the role of soil crust in lateral spreading …

Many instances of severe damage to pile foundations and pile-supported infrastructures
have been caused by liquefaction-induced lateral spreading during major earthquakes …

In nature, soil layers possess large variability during their geological process. This variability
may also lead to differences in the location and thickness of nonliquefiable and liquefiable …

This study characterizes the effect on different engineering demand parameters owing to
lateral spreading caused by liquefaction. 1 g large-scale shaking table experiments were …