Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements-Reference-Cited by-同舟云学术

Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements

Published:2005 Issue:3 Volume:29 Page:249-267
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:

Griffiths D. V.,Lu N.

Publisher

Wiley

Subject

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

Reference27 articles.

1. Controlling parameters for rainfall-induced landslides

2. Instability of unsaturated soil slopes due to infiltration

3. Soil-water characteristic curves and flux boundary problems. In Unsaturated Soil Engineering Practice, et al (eds). Geotechnical Specialty Publication No. 68. ASCE: New York, 1997; 89-111.

4. Soil Mechanics for Unsaturated Soils. Wiley: Chichester, NY, 1993.

5. Effect of soil suction on slope stability at Notch Hill

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