Earthquake-induced liquefaction is a prominent and impactful natural hazard responsible for
substantial economic losses worldwide. Hence, engineers and researchers are currently …

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 …

To evaluate the effect of fine-grained soil (FS) on liquefaction resistance of calcareous sand
(CS), a set of undrained cyclic triaxial experiments with stress-controlled method were …

Abstract The Liquefaction Experiments and Analysis Projects (LEAP) organized centrifuge
tests and corresponding numerical predictions for the seismic response of sheet-pile wall in …

This paper presents the findings of a stochastic analysis conducted to evaluate the effects of
the spatial soil variability and temporal base motion variability on the seismic response of …

This paper focuses on the numerical simulations of a sheet-pile retaining structure under
liquefaction-induced lateral spreading, using data from LEAP-2022 dynamic centrifuge tests …

When centrifuge modelling is applied to a prototype with large geometries that the
centrifugal acceleration (Ng) could not fully recover the overburden stress of the prototype in …

This paper evaluated the benefits of geogrid-reinforced sand samples and investigated the
effect of different factors contributing to the dynamic behavior, which included the geogrid …

SANISAND-MSf is one the latest members of the SANISAND family of models within a
critical state compatible bounding surface plasticity framework with kinematic hardening of …

This study presents an improved numerical model for simulating cyclic liquefaction-induced
lateral spreading. The enhancement is achieved by incorporating the effects of static shear …