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 …

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 …

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 …

This paper presents the results of nonlinear deformation analyses of an embankment on a
spatially variable, liquefiable foundation soil reinforced with spatially variable soil-cement …

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

为分析可液化场地土体空间变异性对管道上浮反应的影响, 以土体相对密度D r 为随机场变量,
采用基于乔列斯基分解的中点法生成随机场, 基于OpenSees 软件进行埋地管道二维随机有限元 …

Mildly sloped liquefiable sand deposits are susceptible to lateral spreading under
earthquake ground motion. Geometry, material properties, and input motion are the high …

Contact problems are widely encountered in geotechnical engineering, such as the contact
between soils and concrete used in earth and rockfill dams, tunnels and coastal levees. Due …

Highly spatially variable properties of soil and soil-cement ground reinforcement are major
concerns in the seismic design of geotechnical structures. This paper used two-dimensional …