A variably saturated numerical model for seepage and...

International Journal of Geotechnical Engineering 2010 / 1 Vol. 4; Iss. 1

A variably saturated numerical model for seepage and stability analyses of an embankment dam with a central core

Prasad, K. S. Hari, Ojha, C. S. P., Siddappa, Gopi, Hussain, I. A. Abdul
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Volume:
4
Language:
english
Journal:
International Journal of Geotechnical Engineering
DOI:
10.3328/ijge.2010.04.01.139-150
Date:
January, 2010
File:
PDF, 949 KB
english, 2010
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