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 …

The pile foundation can be easily damaged in the earthquake event and there is a need to
reinforce the foundation to protect the superstructure. The aim of this study is to propose a …

Abstract Alkali-activated slag (AAS), an environmentally friendly material, has recently
attracted increasing attention for applications in soil improvement. However, most of the …

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 …

Abstract In the Performance-Based Earthquake Engineering (PBEE) framework of Pacific
Earthquake Engineering Research (PEER) Center, the structural seismic responses are …

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 …

Large diameter shield tunnels traversing liquefiable soil-rock strata are highly susceptible to
seismic hazards, as earthquake-induced soil liquefaction significantly reduces soil strength …

Seismic fragility analysis is an effective method to evaluate the seismic performance of
retrofitted wharf systems affected by the uncertainty of soil-cement strength. Nevertheless …

Previous earthquake events indicate that pile foundations in liquefiable soils are vulnerable
to damage due to the coupling of inertial and kinematic effects. Inclined piles are widely …

为了准确评估建筑结构在地震作用下的动力特性和延性性能并促进韧性城乡的建设,
本文提出了一种名为Phy-LInformers 的深度学习框架, 该框架综合运用了长短期记忆网络(long …