Liquefaction features can be used in many field settings to estimate the recurrence interval
and magnitude of strong earthquakes through much of the Holocene. These features include …

Publisher Summary This chapter focuses on the methodology for determining whether
observed sediment deformation had a seismic shaking or a nonseismic origin. The chapter …

In this chapter, soil-pile interaction observed in the centrifuge experiments is used to back-
calculate seismic py behavior consistent with the assumptions of the Beam on Nonlinear …

Presented in this paper is numerical methodology to model and simulate behavior of piles in
liquefiable soils. Modeling relies on use of validated elasto-plastic material model for soil …

A series of highly instrumented, large-scale centrifuge models have been tested to
investigate the extent of remediation required to control settlement and lateral sliding of soil …

An elastoplastic, dynamic, finite-difference method was applied to study the effects of
nonlinear seismic soil–pile interaction on the liquefaction potential of marine sand with piles …

This paper presents the results of six large-scale centrifuge model tests that were performed
to study the effect of relative density and thickness of sand layers on the amount of …

A series of six highly instrumented, large-scale centrifuge models have been tested with
three different earthquake motions at 30 g to investigate the extent of remediation required to …

In this paper, the frequency domain dynamic response of a pile embedded in a porous
medium subjected to SH seismic waves is investigated. The surrounding porous medium of …

Soil liquefaction by earthquake results in significant soil deformation and can cause
substantial damage to infrastructure. Accordingly, there is a critical need to analyze …