TECHNICAL NOTES
Jan 1, 1986
Unsteady State Phreatic Surface in Earth Dams
Publication: Journal of Geotechnical Engineering
Volume 112, Issue 1
Abstract
A simple method is developed for determining the unsteady state phreatic surface in earth dams as a function of time. The method is useful for the stability analysis of temporary dams where the steady state seepage condition may not be reached during the life span of the dams. Although the method is based on the results of transient flownets by Cedergren and yields only approximate results, the uncertainty in determining the permeability and effective porosity of soils usually precludes the use of other more refined methods and thus makes this simple method particularly attractive. The development of the method by extending the results from a specific case to more general cases is described. It is shown that the factor of safety of a dam may increase significantly if it is used only temporarily because of the much lower phreatic surface as compared to permanent dams.
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References
1.
Cedergren, H. R., Seepage, Drainage, and Flow Net, 2nd ed., John Wiley & Sons, New York, NY, 1977.
2.
Huang, Y. H., Stability Analysis of Earth Slopes, Van Nostrand Reinhold Company, New York, NY, 1983.
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Copyright © 1986 ASCE.
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Published online: Jan 1, 1986
Published in print: Jan 1986
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Authors
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Yang H. Huang, F. ASCE
Prof., Dept. of Civ. Engrg., Univ. of Kentucky, College of Engrg., Lexington, KY 40506‐0046
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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