NDLI: Flow deformation of ground due to liquefaction during earthquake

Content Provider	Scilit
Author	Honda, T. Towhata, I.
Copyright Year	2017
Description	Seismic liquefaction induces ground subsidence and flow failure, which are often substantially large. Deformation properties of liquefied soil at large deformation are, therefore, necessary to predict ground movement. In this paper, two series of discrete element analyses combined with a pore water model were carried out to investigate soil properties during large deformation. One was on an infinite slope, while the other was on a slope with boundaries at both sides. From these simulations, the factors that influence the deformation properties were investigated. Book Name: Numerical Modeling in Micromechanics via Particle Methods
Related Links	https://content.taylorfrancis.com/books/download?dac=C2004-0-03686-3&isbn=9780203745335&doi=10.1201/9780203745335-19&format=pdf
Ending Page	148
Page Count	8
Starting Page	141
DOI	10.1201/9780203745335-19
Language	English
Publisher	Informa UK Limited
Publisher Date	2017-11-01
Access Restriction	Open
Subject Keyword	Book Name: Numerical Modeling in Micromechanics Via Particle Methods Geological Engineering Liquefaction Ground Subsidence Earthquake Seismic Liquefied Substantially
Content Type	Text
Resource Type	Chapter

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