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 …

This paper presents a fully coupled flow deformation model to characterize the nonlinear
seismic site response of liquefiable marine sediments, considering the ocean wave …

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

Abstract The Canterbury Earthquake Sequence produced a spatial pattern of liquefaction-
induced surface ejecta at an open field along Palinurus Road in Christchurch, New Zealand …

Deep (+ 500-m) shear wave velocity (VS) profiles were developed at 14 sites throughout
Christchurch, New Zealand, using a combination of active-and passive-source surface wave …

A series of major earthquakes near Christchurch, New Zealand, produced different levels of
liquefaction-induced ground failure and damage to multistory buildings in the city's central …

This paper improves a simplified soil hysteresis model for one-dimensional fully coupled
effective stress analysis of site seismic response that addresses the limitations of existing …

Dynamic nonlinear effective stress analysis of 45 well-documented liquefaction field case
histories provides insights on the seismic response of sites where simplified liquefaction …

The 2010–2011 Canterbury earthquake sequence produced significant damage in
Christchurch. Much of the observed damage was related to soil liquefaction. The availability …

Liquefaction-induced ground settlement is a complex process resulting from the combined
effects of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …