Physical modeling is a powerful tool among experimental methods that has been widely
used to simulate the seismic behavior of various earthquake-related geotechnical problems …

Some recent studies have indicated that the liquefaction potential of saturated sand can be
greatly reduced if the sand can be made slightly unsaturated. One way to reduce the degree …

An experimental and analytical program was designed and conducted to evaluate the
magnitude and distribution of seismically induced lateral earth pressures on cantilever …

The effective mitigation of the liquefaction hazard requires an improved understanding of the
consequences of liquefaction in terms of ground shaking, permanent displacement, and …

Delhi, the capital of India, has experienced mild seismic shaking during several earthquakes
in the past. The large variations of depth to bedrock and ground water table coupled with …

Observations from previous strong earthquakes reported severe damage of piles installed in
different soils, particularly liquefiable saturated sand deposits. This paper examines the …

This paper presents results of one‐g shake‐table tests on scoured pile‐group‐supported
bridge models in saturated (liquefiable) and dry (nonliquefiable) sands. The primary …

The results of fully coupled, three-dimensional (3D), nonlinear finite-element analyses of
structures founded on liquefiable soils are compared with centrifuge experiments. The goal …

Calcareous sandy foundations are susceptible to liquefaction when subjected to dynamic
loading such as seismic or wave loading, which could cause severe damage to the …

Liquefaction occurs in loose saturated sand layers, inducing quite considerable damage to
the existing buildings and civil infrastructures. In the last few decades, scientific committees …