An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis-Reference-Cited by-同舟云学术

An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis

Published:2012-06-13 Issue:12 Volume:37 Page:1737-1760
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:

Zhan Tony L. T.¹,Jia G. W.¹,Chen Y.-M.¹,Fredlund D. G.²,Li H.¹

Affiliation:

1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering; Zhejiang University; Hangzhou; China; 310058

2. Geotechnical Engineering Specialist; Golder Associates Ltd., 1721; Saskatoon; SK; Canada; S7H 0T4

Publisher

Wiley

Subject

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

Reference30 articles.

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2. Slope failures in Hong Kong;Lumb;The Quarterly Journal of Engineering Geology,1975

3. van Schalkwyk A Thomas MA Slope failures associated with the floods of September 1987 and February 1988 in Natal and Kwa-Zulu, Republic of South Africa 1991 57 64

4. The effect of infiltration on the stability of the slopes of a dry ash dump;Fourie;Geotechnique,1999

5. Effect of rainfall on matric suctions in a residual soil slope;Lim;Canadian Geotechnical Journal,1996

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