3-D consolidation analysis of layered soil with anisotropic permeability using analytical layer-element method

Author:

Ai Zhiyong,Cheng Yichong

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference24 articles.

1. General theory of three-dimensional consolidation;Biot;Journal of Applied Physics,1941

2. Displacement functions and linear transforms applied to diffusion through porous elastic media;McNamee;Quarterly Journal of Mechanics and Applied Mathematics,1960

3. Schiffman, R.L. and Fungaroli, A.A., Consolidation due to tangential loads. In: Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, 1965, 1: 188-192.

4. Finite layer analysis of consolidation II;Booker;International Journal for Numerical and Analytical Methods in Geomechanics,1982

5. A method of computing the consolidation behavior of layered soils using direct numerical inversion of Laplace transforms;Booker;International Journal for Numerical and Analytical Methods in Geomechanics,1987

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