Research Article
Jul 1982
Remedial Treatment Exploration, Wolf Creek Dam, Ky.
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 7
Abstract
After 15 years of apparently satisfactory operation, Wolf Creek Dam developed underseepage and piping problems associated with its karstic foundation. When a sinkhole developed at the downstream toe of the earth embankment, a concentrated program of exploration was undertaken to determine both the source of the problem and possible remedial treatment. Various exploratory techniques were used; however, direct subsurface information obtained by drilling and grouting was the only method reliable enough to define the problem so that a remedy could be devised. After successful emergency grouting had arrested the piping, in all probability saving the dam from a major failure, a search for a permanent answer determined that a concrete diaphragm wall through the earth embankment into the limestone foundation would be the most acceptable method of correcting the problem. Construction of such a wall is costly; therefore, it was important to ascertain the minimal depth and extent required for it. The exploratory methods used for this purpose are reviewed in this paper.
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Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 7 • July 1982
Pages: 966 - 981
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jul 1982
Published online: Feb 11, 2021
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Authors
Affiliations
Marvin D. Simmons
Chf., Geology Section, Nashville District Corps of Engrs., Nashville, Tenn
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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.