Research Article
Apr 1971
Seepage under Structure on Four Soil Strata
Publication: Journal of the Engineering Mechanics Division
Volume 97, Issue 2
Abstract
A solution is developed for the confined flow under a structure resting on four strata of equal thickness. It is expressed as an asymptotic expansion in terms of the structure length. Because this expansion is truncated after the first two terms the solution is approximate. The discharge is expressed in closed form in terms of well-known special functions which are tabulated in the paper. In addition it is compared with Polubarinova-Kochina's exact solution for the discharge through two strata of equal thickness.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 2 • April 1971
Pages: 223 - 237
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Apr 1971
Published online: Feb 3, 2021
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Authors
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Charles W. Lenau, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Missouri at Columbia, Columbia, Mo.
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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.
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.