Research Article
Oct 1972
Abutment and Foundation Treatment for High Embankment Dams on Rock
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 98, Issue 10
Abstract
The design of treatment of rock abutments and rock foundations has been in a continuous state of developmnent in the U.S. Army Corps of Engineers, and a few examples have been presented. While the treatment of these items is of prime importance on high dam projects, quite often the problems are more difficult on lower dams having solutioned limestone, open blocky joints in sandstone partially backfilled with cohesionless materials, and compaction clay-shales. Except for sudden slides, such as occurred at Vaiont, Italy, the control of seepage and thus the prevention of piping, especially along the core-rock interface will be of greatest importance. This applies especially to rockfill dams with a central core where corrective measures will be most difficult to execute.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 98 • Issue 10 • October 1972
Pages: 1017 - 1032
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Oct 1972
Published online: Feb 12, 2021
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Authors
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Reginald A. Barron, F.ASCE
Civ. Engr., Office of the Chf. of Engrs., Corps of Engrs., U.S. Dept. of the Army, Washington, D.C.
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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.
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.