Discussion
Dec 1981
Seismic Displacement Analysis of Earth Dams
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 12
Abstract
In the limit equilibrium method of seismic design of earth dams, the computation of displacements during earthquakes play an important part. Since Newmark (1) presented his technique of a rigid block sliding on a plane surface, designers have tried to use it to compute the displacement of the crest during an earthquake. The sliding block technique gives displacements along a fictitious plane which is not properly defined. The definition given by Sarma (3) also is arbitrary.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 12 • December 1981
Pages: 1735 - 1739
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Dec 1981
Published online: Feb 11, 2021
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Sarada K. Sarma, M.ASCE
Lecturer, Civ. Engrg. Dept., Imperial College, London, England, SW7
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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.