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

During an earthquake, soil deposits are often subjected to complex stress/strain time
histories that are quite different from the simplified ones used in laboratory tests for …

Past earthquakes have revealed that damage to sheet-pile walls under saturated conditions
is closely linked to excess pore water pressure buildup in the surrounding soil. Nonlinear …

This article evaluates the prediction capabilities and limitations of the ISA-hypoplasticity
constitutive model for sands in the simulation of liquefiable sloping ground dynamic …

This study presents the numerical results of a series of laboratory and dynamic centrifuge
tests conducted by the team at Universidad del Norte, as part of the LEAP-2022 project. The …

Data-driven discoveries require identifying relevant data relationships from a sea of
complex, unstructured, and heterogeneous scientific data. We propose a hybrid …

A numerical investigation on a sand under plane strain condition subjected to a cyclic
loading on a shake table has been described to characterise the stress conditions during a …

The current paper presents typical behaviour of fine-and coarse-grained soils under low-and
high-cyclic loading applied under drained or undrained conditions. The influences of various …

Constitutive modeling of cyclic liquefaction is challenging due to the complex soil behavior
under cyclic loading. Aside from the predictive capability of the constitutive model, precise …