TECHNICAL NOTES
Jan 1, 1984

Lateral Pressures in a Confined Porous Medium

Publication: Journal of Engineering Mechanics
Volume 110, Issue 1

Abstract

Lateral and effective stresses obtained by an application of the mixture theory in a fluid saturated porous medium of finite width are compared with those of Boussinesq and Biot theories respectively. The porous medium is assumed to be a binary mixture of water and solid particles. The effects of momentum supply on effective intergranular stresses are illustrated. It is shown that mixture theory predicts higher effective stresses than Biot's theory under the loading and lower stresses at regions close to retaining structures.

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References

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Biot, M. A., “Theory of Propagation of Elastic Waves in a Fluid Saturated Solid, I. Low Frequency Range,” Journal of Acoustical Society of America, Vol. 28, 1956, pp. 167–178.
2.
Bowen, R. M., “Theory of Mixtures,” Part I in “Continuum Physics,” Vol. 3, A. C. Eringen, ed., Academic Press, New York, N.Y., 1976, pp. 1–127.
3.
Bowles, J. E., “Foundation Analysis and Design,” 2nd ed., McGraw Hill Book Co., Inc., New York, N.Y., 1977.
4.
Corapcioglu, M. Y., and Ural, A. N., “Effect of Wheel Loads on the Elevated Roads Between Retaining Structures,” Journal of Terramechanics, Vol. 18, No. 2, 1981, pp. 91–107.
5.
Corapcioglu, M. Y., Yokdemir, T., and Ural, A. N., “Deformations and Stresses in Finite Porous Medium,” Journal of Engineering Mechanics, ASCE, Vol. 108, No. EM6, 1982, pp. 1130–1151.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 110Issue 1January 1984
Pages: 120 - 124

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Published online: Jan 1, 1984
Published in print: Jan 1984

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M. Yavuz Corapcioglu, M. ASCE
Asst. Prof. of Civ. Engrg., Univ. of Delaware, Newark, Del. 19716
Osman Borekci
Research Asst. in Civ. Engrg. Dept., Univ. of Delaware, Newark, Del. 19716

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