Research Article
Mar 1967
Earthquake Response of Earth Dams
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 2
Abstract
The widely used shear wedge approach for earthquake analysis of earth dams is compared with a two-dimensional dynamic stress analysis technique which uses the finite element concept. Natural frequencies and mode shapes of typical earth dam cross sections as well as their responses to the El Centro earthquake of 1940, as obtained by the two methods, form the basis for the comparison. The results presented demonstrate that a two-dimensional analysis is necessary to satisfactorily determine the earthquake response of an earth dam cross section.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 2 • March 1967
Pages: 65 - 81
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Mar 1967
Published online: Feb 12, 2021
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Anil K. Chopra
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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.