A new method for solving Biot’s consolidation of a finite soil layer in the cylindrical coordinate system
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Computational Mechanics
Link
http://link.springer.com/content/pdf/10.1007/s10409-008-0187-5.pdf
Reference16 articles.
1. Biot M.A. (1941). General theory of three-dimensional consolidation. J. Appl. Phys. 12: 155–164
2. McNamee J. and Gibson R.E. (1960). Displacement functions and linear transforms applied to diffusion through porous elastic media. Q. J. Mech. Appl. Math. 13(1): 98–111
3. McNamee J. and Gibson R.E. (1960). Plane strain and axially symmetric problem of the consolidation of a semi-infinite clay stratum. Q. J. Mech. Appl. Math. 13(2): 210–227
4. Schiffman R.L. and Fungaroli A.A. (1965). Consolidation due to tangential loads. Proc. 6th Int. Conf. Soil Found. Eng. 1: 188–192
5. Yue Z.Q. and Selvadurai A.P.S. (1995). Contact problem for saturated poroelastic solid. J. Eng. Mech. ASCE 121(4): 502–512
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