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

A semiempirical approach to estimate liquefaction-induced lateral displacements using
standard penetration test (SPT) or cone penetration test (CPT) data is presented. The …

Excess pore-water pressure and liquefaction at the Wildlife Liquefaction Array in 1987 were
caused by deformation associated with both high-frequency strong ground motion and 5.5 …

This dissertation details work conducted by researchers from the University of Texas at
Austin aimed toward the development and implementation of a new in-situ liquefaction …

In this research, a reliable Cone Penetration Test data set was gathered with a wide range of
parameters. This data was incorporated in a Neural-Networks computer software called …

An in situ test method for evaluating the coupled response between excess pore water
pressure generation and nonlinear shear modulus behavior has been developed. This …

Detailed investigations to the damage of the piles of two buildings which were damaged in
the 1964 Niigata Earthquake were performed. All piles were completely destroyed, which …

A simple model for predicting liquefaction induced displacement is presented. The method is
based on a single-degree-of-freedom system that incorporates the post-liquefaction stress …

Postearthquake deformations of the Wildlife site, Imperial Valley, Calif., following the 1987
Superstition Hills earthquake, have been interpreted by finite-element deformation analyses …

Predicting locations of boundaries of earthquake-induced lateral spreads is an important
challenge in geotechnical earthquake engineering. These boundaries are where differential …