Soil liquefaction remains an important and interesting problem that has attracted the
development of enumerable prediction models. Increasingly, these models are utilizing …

The potential effects of soil liquefaction at level ground sites should be evaluated through
examining soil element responses of the individual soil layers and system responses of the …

Dynamically loaded soils can exhibit large-deformation flow liquefaction or limited-
deformation cyclic mobility mechanisms, depending on the initial state of the soil. Undrained …

A generic loosely coupled effective stress method is presented in this article for one‐, two‐
and three‐dimensional (1D, 2D and 3D) nonlinear site response analyses. In this method …

Soil liquefaction during earthquakes is a highly dynamic process involving rapid
development of excess pore water pressures (EPWP), reduction in soil stiffness and …

The 2008 Wenchuan earthquake caused widespread liquefaction of gravelly soils (ie,
gravelly sands and sandy gravels), which phenomena show many differences compared to …

The severity of liquefaction-induced ejecta manifestation for the 2010–2011 Canterbury
earthquakes was overestimated or underestimated using simplified liquefaction ground …

Current simplified models for predicting liquefaction triggering and manifestation do not
account for the mechanisms of liquefaction triggering and surface manifestation in a …

The Next-Generation Liquefaction database is a resource for the geotechnical hazard
community. It is publicly available online under the following digital object identifier (DOI) …

Recent seismic events indicate that the simplified liquefaction-evaluation procedures are
incapable of depicting general trends in liquefaction damage for stratified sands interlayered …