Filtration in cohesive soils: mathematical model
Abstract
The paper discusses the physical basis of the process of filtration of water in a case of very low velocities and presents the mathematical model of the process, based on a new constitutive formula, The existence and uniqueness of a weak solution to the resulting nonhomogeneous initial boundary-value problem is then proven.
Keywords
References
[1] L.A. Aylmore, J.P. Quirk. Domain of turbostatic structure of clays. Nature 181: 1046, 1960.[2] J . Bear. Dynamics of Fluids in Porous Media. Elsevier, New York, 1972.
[3] R.N. Chowdury. Ground water flow obeying non-Darcy laws. Wolloungong Univ. 3: 13- 22, 1974.
[4] W. Van Engelhardt, W.L.M. Tun. The flow of fluids through sandstones. Illinois State Geol. Survey Cire 195, 1955.
[5] H. Gajewski, K. Groger, K. Zacharias. Nichtlineare Opemtorgleichungen und Opemtordifferentialgleichungen [Russian translation) . Akad. VerI. Berlin, 1974.
Published
May 26, 2023
How to Cite
SCHAEFER, Robert; SĘDZIWY, Stanisław.
Filtration in cohesive soils: mathematical model.
Computer Assisted Methods in Engineering and Science, [S.l.], v. 6, n. 1, p. 1-13, may 2023.
ISSN 2956-5839.
Available at: <https://cames.ippt.gov.pl/index.php/cames/article/view/1322>. Date accessed: 23 nov. 2024.
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Articles
This work is licensed under a Creative Commons Attribution 4.0 International License.