The stress-strain-strength response of soils is of significant interest to development and
calibration of realistic constitutive models that can be used in numerical simulation of …

As part of the LEAP (Liquefaction Experiments and Analysis Projects), many centrifuge
model tests on a sheet pile retaining wall were conducted at six different centrifuge facilities …

Abstract The Liquefaction Experiments and Analysis Projects (LEAP) provides an
international collaboration platform to assess key aspects related to seismic induced soil …

The influence of liquefaction resistance and fabric anisotropy simulation capability in
constitutive models on site level seismic response analysis is analyzed through a series of …

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 article proposes an extended constitutive model for liquefaction analysis of sands. The
proposed model is formulated based on the hypoplastic model for granular soils by von …

Modelling earthquake-induced soil liquefaction and assessing its consequences to
overlying buildings are still delicate and challenging tasks in geotechnical earthquake …

This paper presents numerical simulations of a liquefiable sloping ground related to LEAP-
UCD-2017 and LEAP-Asia-2019 (Liquefaction Experiments and Analysis Projects) dynamic …

In this research, the seismic behavior of liquefiable sub-layers and their effect on seismic
ground response have been evaluated. The initial patterns of seismic response along the …