Uncoupled state space solution to layered poroelastic medium with anisotropic permeability and compressible pore fluid

Zhiyong Ai1, Wenze Zeng1, Yichong Cheng1, Chao Wu1
1Department of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, China

Tóm tắt

This paper presents an uncoupled state space solution to three-dimensional consolidation of layered poroelastic medium with anisotropic permeability and compressible pore fluid. Starting from the basic equations of poroelastic medium, and introducing intermediate variables, the state space equation usually comprising eight coupled state vectors is uncoupled into two sets of equations of six and two state vectors in the Laplace-Fourier transform domain. Combined with the continuity conditions between adjacent layers and boundary conditions, the uncoupled state space solution of a layered poroelastic medium is obtained by using the transfer matrix method. Numerical results show that the anisotropy of permeability and the compressibility of pore fluid have remarkable influence on the consolidation behavior of poroelastic medium.

Từ khóa


Tài liệu tham khảo

Biot M A. General theory of three-dimensional consolidation. Journal of Applied Physics, 1941, 12(2): 155–164

McNamee J, Gibson R E. Displacement functions and linear transforms applied to diffusion through porous elastic media. Quarterly Journal of Mechanics and Applied Mathematics, 1960, 13 (1): 98–111

McNamee J, Gibson R E. Plane strain and axially symmetric problem of the consolidation of a semi-infinite clay stratum. Quarterly Journal of Mechanics and Applied Mathematics, 1960, 13(2): 210–227

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

Booker J R, Small J C. Finite layer analysis of consolidation I. International Journal for Numerical and Analytical Methods in Geomechanics, 1982, 6(2): 151–171

Booker J R, Small J C. Finite layer analysis of consolidation II. International Journal for Numerical and Analytical Methods in Geomechanics, 1982, 6(2): 173–194

Booker J R, Small J C. A method of computing the consolidation behavior of layered soils using direct numerical inversion of Laplace Transforms. International Journal for Numerical and Analytical Methods in Geomechanics, 1987, 11(4): 363–380

Wang J G, Fang S S. The state vector solution of axisymmetric Biot’s consolidation problems for multilayered poroelastic media. Mechanics Research Communications, 2001, 28(6): 671–677

Wang J G, Fang S S. State space solution of non-axisymmetric Biot consolidation problems for multilayered poroelastic media. International Journal of Engineering Science, 2003, 41(15): 1799–1813

Ai Z Y, Han J. A solution to plane strain consolidation of multilayered soils. Soil and Rock Behavior and Modeling. ASCE: Geotechnical Special Publication, 2006, 150: 276–283

Ai Z Y, Cheng Z Y, Han J. State space solution to three-dimensional consolidation of multi-layered soils. International Journal of Engineering Science, 2008, 46(5): 486–498

Ai Z Y, Cheng Z Y. Transfer matrix solutions to plane-strain and three-dimensional Biot’s consolidation of multi-layered soils. Mechanics of Materials, 2009, 41(3): 244–251

Booker J R, Carter J P. Elastic consolidation around a point sink embedded in a half-space with anisotropic permeability. International Journal for Numerical and Analytical Methods in Geomechanics, 1987, 11(1): 61–77

Mei G X, Yin J H, Zai J M, Yin Z Z, Ding X L, Zhu G F, Chu L M. Consolidation analysis of a cross-anisotropic homogeneous elastic soil using a finite layer numerical method. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28(2): 111–129

Singh J S, Rani S, Kumar R. Quasi-static deformation of poroelastic half-space with anisotropic permeability by two-dimensional surface load. Geophysical Journal International, 2007, 170(3): 1311–1327

Booker J R, Carter J P. Withdrawal of a compressible pore fluid from a point sink in an isotropic elastic half space with anisotropic permeability. International Journal of Solids and Structures, 1987, 23(3): 369–385

Chen G J. Consolidation of multilayered half space with anisotropic permeability and compressible constituents. International Journal of Solids and Structures, 2004, 41(16–17): 4567–4586

Ai Z Y, Wu C. Analysis of plane strain consolidation for a multilayered soil with anisotropic permeability and compressible constituents. Chineses Journal of Theoretical and Applied Mechanics, 2009, 41: 801–807

Skempton A W. The pore-pressure coefficients A and B. Geotechnique, 1954, 4(4): 143–147

Cheng A H D, Liggett J A. Boundary integral equation method for linear porous-elasticity with applications to soil consolidation. International Journal for Numerical Methods in Engineering, 1984, 20(2): 255–278

Yue Z Q, Selvadurai A P S, Law K T. Excess pore water pressure in a poroelastic seabed saturated with a compressible fluid. Canadian Geotechnical Journal, 1994, 31(6): 989–1003

Senjuntichai T, Rajapakse R K N D. Exact stiffness method for quasi-statics of a multi-layered poroelastic medium. International Journal of Solids and Structures, 1995, 32(11): 1535–1553

Pan E. Green’s functions in layered poroelastic half-space. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23(13): 1631–1653

Wang H F. Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology. Princeton: Princeton University Press, 2000

Ai Z Y, Cheng Z Y. Plane strain Biot’s consolidation of multilayered soils with compressible constituents. In: Characterization, Monitoring, and Modeling of GeoSystems. ASCE: Geotechnical Special Publication, 2008, 179: 702–709

Ai Z Y, Wang Q S. Axisymmetric Biot’s consolidation of multilayered soils with compressible constituents. In: Characterization, Monitoring, and Modeling of GeoSystems. ASCE: Geotechnical Special Publication, 2008, 179: 678–685

Ai Z Y, Wu C, Han J. Transfer matrix solutions for three dimensional consolidation of a multi-layered soil with compressible constituents. International Journal of Engineering Science, 2008, 46 (11): 1111–1119

Biot M A. Theory of elasticity and consolidation for a porous anisotropic solid. Journal of Applied Physics, 1955, 26(2): 182–185

Verruijt A. Displacement functions in the theory of consolidation of thermoelasticity. Zeitschrift für angewandte Mathematik und Physik ZAMP, 1971, 22: 891–898

Talbot A. The accurate numerical inversion of Laplace transforms. Journal of the Institute of Mathematics and Its Applications, 1979, 23(1): 97–120

Sneddon I N. The Use of Integral Transform. New York: McGraw-Hill, 1972

Pastel E C, Leckie F A. Matrix Methods in Elasto-Mechanics. New York: McGraw-Hill, 1963

Ai Z Y, Yue Z Q, Tham L G, Yang M. Extended Sneddon and Muki solutions for multilayered elastic materials. International Journal of Engineering Science, 2002, 40(13): 1453–1483