Porous Medium Deformation in Multiphase Flow
Publication: Journal of Geotechnical Engineering
Volume 109, Issue 5
Abstract
Terzaghi's intergranular stress, or effective stress, can be formulated through application of averaging theory to the primitive momentum balance equations. Careful examination of the resulting development reveals the simplifying assumptions inherent in the effective stress concept in both saturated and unsaturated flow.
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References
1.
Aitcheson, G. D., and Donald, I. B., “Effective Stresses in Unsaturated Soils,” Proceedings, 2nd Australian‐New Zealand Conference on Soil Mechanics, Foundation Engineering Institute Engineers, 1956.
2.
Bachmat, Y., and Bear, J., “Mathematical Formulation of Transport Phenomena in Porous Media, Proceedings, 2nd Symposium on Fundamentals of Transport Phenomena in Porous Media, Guelph, Ontario, Canada, pp. 173–193, Aug. 7–11, 1972.
3.
Bear, J., and Pinder, G. F., “Porous Medium Deformation in Multiphase Flow,” Journal of the Engineering Mechanics Division, ASCE, Vol. 104, No. EM4, 1978, pp. 881–894.
4.
Bear, J., Hydraulics of Groundwater, McGraw‐Hill Book Co., New York, N.Y., 1979, 567 pp.
5.
Hassanizadeh, M., and Gray, W. G., “General Conservation Equations for Multi‐phase Systems: Mass, Momentum, Energy and Entropy Equations,” Advances in Water Resources, Vol. 2, Dec., 1979, pp. 191–203.
6.
Terzaghi, K. V., Erdbaumechanik auf boden physikalischer Grundlage, Vienna, Austria, (Dueticke), 1925.
Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 109 • Issue 5 • May 1983
Pages: 734 - 737
Copyright
Copyright © 1983 ASCE.
History
Published online: May 1, 1983
Published in print: May 1983
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