A FINITE ELEMENT PRIMITIVE VARIABLES APPROACH FOR MULTI-DIMENSIONAL CONSOLIDATION PROBLEM
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1989/404/1989_404_287/_pdf
Reference15 articles.
1. 1) Biot, M. A.: General Theory of three-dimensional consolidation, J. Appl. Phys., Vol. 12, pp. 155-165, 1941.
2. 2) Biot, M. A.: Theory of elasticity and consolidation for a porous anisotropic solid, J. Appl. Phys. Vol. 26, pp. 182-185, 1955.
3. 3) Sandhu, R. S. and Wilson, E. L.: Finite-element analysis of seepage in elastic media, J. Eng. Mech. Div., Proc. ASCE, Vol. 95, EM3, pp. 641-652, 1969.
4. 4) Christian, J. T. and Boehmer, J. W.: Plane strain consolidation by finite elements, J. Soil Mech. Found. Div., Proc. ASCE, Vol. 96, SM4, pp. 1435-1457, 1970.
5. 5) Yokoo, Y., Yamagata, K. and Nagaoka, H.: Finite element analysis of consolidation following undrained deformations, Soils and Foundations, Vol. 11, pp. 37-58, 1971.
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