This paper presents an empirical model for predicting the amount of horizontal ground
displacement resulting from liquefaction-induced lateral spread. The model was developed …

Passive site stabilization is a new technology proposed for nondisruptive mitigation of
liquefaction risk at developed sites susceptible to liquefaction. It is based on the concept of …

Soil liquefaction during earthquakes can result in ground movements that cause damage to
buildings and lifelines. Lateral spreading is one form of earthquake-induced ground …

Gravelly soils are not well represented in current semi-empirical liquefaction procedures,
which raises the question of whether state-of-the-practice liquefaction evaluation methods …

One-g shake-table experiments are conducted to explore the response of single piles due to
liquefaction-induced lateral soil flow. The piles are embedded in saturated Medium Relative …

A subsurface investigation was made at four sites where liquefaction had occurred during
the 1983 Borah Peak, Idaho earthquake (M $\sb {\rm S} $= 7.3). The four sites are a lateral …

The prediction of lateral spreading is an important task because of the complexities of lateral-
spreading behavior. The aim of this work is to improve an accurate liquefaction-induced …

Landslides refer to a wide range of processes that result in the downward and outward
movement of slope-forming materials, which may spread. Estimating lateral spreading of soil …

The 2008 Mw 7.9 Wenchuan, earthquake caused naturally deposited ravelly soils to liquefy
over a wide area. Although liquefaction of gravely soils is recognized by the geotechnical …

A three-dimensional finite element (FE) model is calibrated based on a large-scale (1 g)
shake-table experiment. In this experiment, single piles were subjected to liquefaction …