Results of a centrifuge experiment simulating seismic site response in a layered level
liquefiable soil profile are used to evaluate and systematically compare the predictive …

Liquefaction phenomenon is usually accompanied by large amounts of settlement owing to
disruption of soil structure. In addition to that, large settlement also occurs by a significant …

The effective design of earthquake-resistant structures and liquefaction mitigation
techniques requires an improved understanding of the development and consequences of …

We derive the governing equations for the dynamic response of unsaturated poroelastic
solids at finite strain. We obtain simplified governing equations from the complete coupled …

Laboratory element and centrifuge tests from LEAP-UCD-2017 and LEAP-Asia-2019 were
used for model calibration and evaluation in a dynamic coupled analysis of a saturated and …

This study examines the dynamic system response of a liquefiable deposit retained by a
sheet-pile wall, with emphasis on the roles of pre-and post-liquefaction stages of soil …

In this paper, a fully coupled three-dimensional dynamic analysis is carried out to investigate
the dynamic behavior of pile foundations in liquefied ground. A critical state bounding …

Fully coupled, porous solid–fluid formulation, implementation and related modeling and
simulation issues are presented in this work. To this end, coupled dynamic field equations …

Occurrence of liquefaction in saturated sand deposits underlying foundation of structure can
cause a wide range of structural damages starting from minor settlement, and ending to …

A simplified model to reproduce the pore pressure build-up until liquefaction under seismic
shear loads is implemented in a one-dimensional code for loosely coupled site response …