Skip to main content
Log in

Fully coupled poroelastic governing equations for groundwater flow and solid skeleton deformation in variably saturated true anisotropic porous geologic media

  • Published:
Geosciences Journal Aims and scope Submit manuscript

Abstract

The governing equation for solid skeleton deformation in a variably saturated true anisotropic porous geologic medium is derived from the macroscopic momentum balance equation for variably saturated solid skeleton. The governing equation for groundwater flow in a deforming variably saturated true anisotropic porous geologic medium is then derived from the macroscopic mass balance equations for water and solid constituent. Finally, these two governing equations constitute a set of fully coupled poroelastic governing equations for groundwater flow and solid skeleton deformation in variably saturated true anisotropic porous geologic media with appropriate constitutive mathematical equations, which are available from the literature, for the changes in the unsaturated hydraulic properties (i.e., degree of water saturation and relative hydraulic conductivity) by unsaturated water flow and the changes in the saturated hydraulic properties (i.e., porosity and saturated hydraulic conductivity tensor) by solid skeleton deformation.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Barden, L., 1963, Stresses and displacements in a cross-anisotropic soil. Géotechnique, 13, 198–210.

    Google Scholar 

  • Bear, J., 1988, Dynamics of Fluids in Porous Media, republication. Dover Publications, Mineola, New York, 764 p.

    Google Scholar 

  • Bear, J. and Corapcioglu, M.Y, 1981a, Centrifugal filtration in deformable porous media. In: Bear, J. and Corapcioglu, M.Y. (eds.), A Series of Four Papers on Water Flow in Deformable Porous Media. Technical Report UMR-0284. Department of Civil Engineering, University of Michigan, Ann Arbor, Michigan, Section I, 42 p.

    Google Scholar 

  • Bear, J. and Corapcioglu, M.Y., 1981b, Mathematical model for regional land subsidence due to pumping: 2. Integrated aquifer subsidence equations for vertical and horizontal displacements. Water Resources Research, 17, 947–958.

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Biot, M.A., 1955, Theory of elasticity and consolidation of a porous anisotropic soil. Journal of Applied Physics, 26, 182–185.

    Article  Google Scholar 

  • Bishop, A.W. and Blight, G.E., 1963, Some aspects of effective stress in saturated and partly saturated soils. Géotechnique, 13, 177–197.

    Article  Google Scholar 

  • Booker, J.R. and Carter, J.P., 1986, Analysis of a point sink embedded in a porous elastic half space. International Journal for Numerical and Analytical Methods in Geomechanics, 10, 137–150.

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Brooks, R.H. and Corey, A.T., 1964, Hydraulic Properties of Porous Media. Hydrology Paper 3, Colorado State University, Fort Colins, Colorado, 27 p.

    Google Scholar 

  • Carroll, M.M., 1979, An effective stress law for anisotropic elastic deformation. Journal of Geophysical Research, 84, 7510–7512.

    Google Scholar 

  • Cheng, A.H.D., 1997, Material coefficients of anisotropic poroelasticity. International Journal of Rock Mechanics and Mining Sciences, 34, 199–205.

    Article  Google Scholar 

  • Clebsch, A. (ed.), 1994, Selected Contributions to Ground-Water Hydrology by C.V. Thesis, and a Review of His Life and Work. U. S. Geological Survey Water-Supply Paper 2415, 70 p.

  • Cook, R.D., Malkus, D.S. and Plesha, M.E., 1989, Concepts and Applications of Finite Element Analysis, third edition. John Wiley and Sons, New York, 630 p.

    Google Scholar 

  • Corapcioglu, M.Y. and Bear, J., 1983, A mathematical model for regional land subsidence due to pumping: 3. Integrated equations for a phreatic aquifer. Water Resources Research, 19, 895–908.

    Article  Google Scholar 

  • Domenico, P.A. and Schwartz, F.W., 1990, Physical and Chemical Hydrogeology, John Wiley and Sons, New York, 824 p.

    Google Scholar 

  • Gray, W.G. and Hassanizadeh, S.M., 1991, Unsaturated flow theory including interfacial phenomena. Water Resources Research, 27, 1855–1863.

    Article  Google Scholar 

  • Kim, J.M., 1996, A Fully Coupled Model for Saturated-Unsaturated Fluid Flow in Deformable Porous and Fractured Media. Ph.D. thesis, Pennsylvania Sate University, University Park, Pennsylvania, 201 p.

    Google Scholar 

  • Kim, J.M., 2000, A fully coupled finite element analysis of watertable fluctuation and land deformation in partially saturated soils due to surface loading. International Journal for Numerical Methods in Engineering, 49, 1101–1119.

    Article  Google Scholar 

  • Kim, J.M. and Parizek, R.R., 1997, Numerical simulation of the Noordbergum effect resulting from groundwater pumping in a layered aquifer system. Journal of Hydrology, 202, 231–243.

    Article  Google Scholar 

  • Kim, J.M. and Parizek, R.R., 1999a, Three-dimensional finite element modelling for consolidation due to groundwater withdrawal in a desaturating anisotropic aquifer system. International Journal for Numerical and Analytical Methods in Geomechanics, 23, 549–571

    Article  Google Scholar 

  • Kim, J.M. and Parizek, R.R., 1999b, A mathematical model for the hydraulic properties of deforming porous media. Ground Water, 37, 546–554.

    Article  Google Scholar 

  • Kim, J.M., Parizek, R.R. and Elsworth, D., 1997, Evaluation of fullycoupled strata deformation and groundwater flow in response to longwall mining. International Journal of Rock Mechanics and Mining Science, 34, 1187–1199.

    Google Scholar 

  • Lewis, R.W., Schrefler, B.A. and Simoni, L., 1991, Coupling versus uncoupling in soil consolidation, International Journal for Numerical and Analytical Methods in Geomechanics, 15, 533–548.

    Article  Google Scholar 

  • Love, A.E.H., 1944, A Treatise on the Mathematical Theory of Elasticity, fourth edition, republication. Dover Publications, New York, 643 p

    Google Scholar 

  • Lu, R.H., Yeh, H.D. and Yeh, G.T., 1993, Finite element modeling for land displacements due to pumping. In: Kuo, C.Y. (ed.), Engineering Hydrology. American Society of Civil Engineers, New York, p. 904–909.

    Google Scholar 

  • Noorishad, J., Mehran, M. and Narasimhan, T.N., 1982, On the formulation of saturated-unsaturated fluid flow in deformable porous media. Advances in Water Resources, 5, 61–62.

    Article  Google Scholar 

  • Nur, A. and Byerlee, J.D., 1971, An exact effective stress law for elastic deformation of rock with fluids. Journal of Geophysical Research, 76, 6414–6419.

    Article  Google Scholar 

  • Owezarek, J.A., 1964. Fundamentals of Gas Dynamics. International Textbook Company, Seranton, Pennsylvania, 668 p.

    Google Scholar 

  • Safai, N.M. and Pinder, G.F., 1979, Vertical and horizontal land deformation in a desaturating porous medium. Advances in Water Resources, 2, 19–25.

    Article  Google Scholar 

  • Safai, N.M. and Pinder, G.F., 1980, Vertical and horizontal land deformation due to fluid withdrawal. International Journal for Numerical and Analytical Methods in Geomechanics, 4, 131–142.

    Article  Google Scholar 

  • Sekowski, J., 1986, Stratified subsoil modelled by a cross-anisotropic elastic half-space. International Journal for Numerical and Analytical Methods in Geomechanics, 10, 407–414.

    Article  Google Scholar 

  • Tarn, J.W. and Lu, C.C., 1991, Analysis of subsidence due to a point sink in an anisotropic porous elastic half space. International Journal for Numerical and Analytical Methods in Geomechanics, 15, 573–592.

    Article  Google Scholar 

  • Terzaghi, K., 1925, Erdbaumechanik auf Bodenphysikalischer Grundlage. Franz Deuticke, Leipzig und Wien, 399 p.

    Google Scholar 

  • Thompson, M. and Willis, J.R., 1991, A reformulation of the equations of anisotropic poroelasticity. Journal of Applied Mechanics, Transactions of the American Society of Mechanical Engineers, 58, 612–616.

    Google Scholar 

  • Van Genuchten, M.Th, 1980, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44, 892–898.

    Google Scholar 

  • Verruijt, A., 1969, Elastic storage of aquifers. In: De Wiest, R.J.M. (ed.), Flow through Porous Media. Academic Press, New York, p. 331–376.

    Google Scholar 

  • Yeh, H.D., Lu, R.H. and Yeh, G.T., 1996, Finite element modelling for land displacements due to pumping. International Journal for Numerical and Analytical Methods in Geomechanics, 20, 79–99.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jun-Mo Kim.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Kim, JM. Fully coupled poroelastic governing equations for groundwater flow and solid skeleton deformation in variably saturated true anisotropic porous geologic media. Geosci J 8, 291–300 (2004). https://doi.org/10.1007/BF02910248

Download citation

  • Received:

  • Accepted:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02910248

Key words

Navigation