In this paper, reliquefaction studies of saturated sand deposits prepared at 40% and 60%
relative density were tested using a uni-axial shaking table at repeated incremental …

Soils subjected to earthquake motions undergo random variations in stress, strain and
frequency during the entire period of shaking. The spatial and temporal complexity of the …

The response of saturated soil during earthquakes is governed by many factors such as
frequency content, strain, stress, excess pore-water pressure and strength variations within …

Abstract According to the NEHRP (2003), the soil site classes C, D and E are more
responsible for the seismic wave amplification; however, among these three site classes, the …

In the present study, it was attempted to investigate the cyclic resistance of equi-
proportionate silt–sand range pond ash (with 50% fines) at relatively high shear strains …

The article deals with the study of poorly graded sand samples of different grain content
subjected to liquefaction. The research results show the V-shaped behavior of the AE …

This study presents a detailed analysis of the seismic ground responses for Bihar region,
India. The research focuses on the development of synthetic acceleration time histories for …

Seismic analysis of structures will not be complete without a proper investigation of
underlying soil behavior to dynamic loading. Such dynamic behavior is complex in nature …

Abstract Ground Motion Prediction Equation (GMPE) is one of the significantly important
tools to perform the seismic hazards analysis of any region. Therefore, the development of …

This article presents an integrated approach for seismic analysis of pile foundations and
demonstrates the applicability through an example. The approach involves various steps …