Climate change may have multifaceted impacts on the safety and performance of
infrastructure. Accounting for the different ways in which potential climate change scenarios …

There are limited information on how an artificially non-liquefiable soil layer created by
ground improvement beneath shallow foundations can help the reduction of liquefaction …

Earthquake-induced liquefaction can significantly modify the dynamic response of a soil
deposit and interacting structures. In this study, dynamic soil-structure interaction analyses …

Marine artificial islands are generally constructed by hydraulic fill coral sand. Existing
seismic damages show that the saturated coral sand foundation faces serious liquefaction …

The present study presents the results of a series of 1 g shaking table tests modeling a 4
story building foundation overlying liquefiable soil reinforced by two different types of …

In this study, undrained behavior of a road embankment overlying ordinary and geosynthetic-
encased granular columns is evaluated through fully coupled nonlinear stress analysis. In …

In this paper, the seismic performance of wall-type gravel and rubber drains as a liquefaction
countermeasure in silty sand has been addressed using a series of 1 g shaking table tests …

Soil improvement is rapidly gaining importance due to the paucity of good quality land for
development, structures, and transportation infrastructures. A range of soil improvement …

Liquefaction in sands is a natural hazard associated with an earthquake and remains a
major concern for geotechnical engineers, as the shear strength of saturated loose sands …

Recent research in earthquake geotechnical engineering has experienced considerable
development focusing mainly on the liquefaction mitigation measures applications …