This work presents an application of a simplified energy concept for predicting liquefaction
potential based on data collected during the Mw 8.6 Bengkulu-Mentawai Earthquake in …

The phenomenon of soil liquefaction is one of the most complex and interesting fields in
geotechnical earthquakes that has drawn the attention of many researchers in recent years …

The present study focuses on assessing local site effects (especially large-scale soil
heterogeneity) and motion characteristics on seismic ground response using nonlinear one …

A simplified numerical methodology is presented in the present study to investigate the
seismic response of single piles in liquefiable multi-layered sloping ground taking into …

Purpose The purpose of this paper is the dynamic analysis and seismic damage
assessment of steel sheet pile quay wall with inelastic behavior underground motions using …

The main objective of this study is to analyse the effect of the non-linear behaviour of the soil
on the seismic response of a foundation by taking into account the soil-structure interaction …

The characterization of the cyclic resistance of soils is more important for the prediction of
the liquefaction potential and the safety of the buildings. Thus, various cyclic resistance …

Abstract The Andrus and Stokoe curves developed based on shear wave velocity case
history databases, are the most widely used in the context of the Seed and Idriss simplified …

For a given structural geometry, the stiffness and damping parameters of the soil and the
dynamic response of the structure may change in the face of an equivalent linear soil …

The Youd etal. liquefaction resistancecurves developed in 2001 to characterize the cyclic
resistance of soil based on SPT test are the most used in the context of the Seed and Idriss …