An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure-Reference-Cited by-同舟云学术

An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure

Published:2011-10-03 Issue:1 Volume:37 Page:31-50
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Bui Ha H.¹,Fukagawa Ryoichi¹

Affiliation:

1. Department of Civil Engineering; Ritsumeikan University; Japan

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

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5. A model for the analysis of rapid landslide motion across three-dimensional terrain;McDougall;Canadian Geotechnical Journal,2004

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