Assessing rainfall-induced wetting band depth for stability analysis of unsaturated soil slopes
Author:
Funder
National Science and Technology Council
Ministry of Science and Technology, Taiwan
Publisher
Elsevier BV
Subject
Materials Science (miscellaneous)
Reference48 articles.
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4. Shear strength characteristics of a residual soil;Rahardjo;Can. Geotech. J.,1995
5. A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage;Ng;Comput. Geotech.,1998
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