Work and energy equations and the principle of generalized effective stress for unsaturated soils-Reference-Cited by-同舟云学术

Work and energy equations and the principle of generalized effective stress for unsaturated soils

Published:2009 Issue: Volume: Page:n/a-n/a
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:

Zhao C. G.,Liu Y.,Gao F. P.

Publisher

Wiley

Subject

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

Reference50 articles.

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4. Schrefler BA. The finite element method in soil consolidation (with application to surface subsidence). Ph.D. Thesis, University College of Swansea, 1984.

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