Pile foundations used in liquefiable deposits often have large slenderness ratios, and these
piles are particularly vulnerable to earthquake-induced soil liquefaction and occur buckling …

In recent years, the rapid growth of steel production has accelerated the generation of
ground granulated blast furnace slag (GGBFS). To reduce the environmental problems …

Pile-supported wharves in liquefiable soils are prone to severe damage during earthquakes.
This study employs seismic isolation techniques to adapt for wharf construction, evaluating …

Case studies show that earthquake-induced soil liquefaction can cause large lateral
deformation of piles, leading to bridge damage. In this study, an iron and steel …

To address the design challenge of the rock-socketed piles posed by the void located below
the pile tip, the physical laboratory model tests were designed and performed to simulate …

In the design of large-diameter rock-socketed piles, the ultimate bearing capacity of intact
rocks under the pile tip (qb) is often required to be predicted, especially for rock-socketed …