Research Article
Dec 1960
Tuttle Creek Dam of Rolled Shale and Dredged Sand
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VIEW THE REPLYAuthors: K. S. Lane, F.ASCE, and R. G. Fehrman, M.ASCEAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 86, Issue 6
Abstract
To fit available materials, the design of Tuttle Creek Dam in central Kansas includes major volumes of shale-limestone constructed as a rolled fill, and of sand deposited by dredging directly into place two types of fill not commonly employed in present-day earth dam construction. The reasons for choosing this design are explained, together with experiences learned during construction. The paper covers primarily the earthwork and foundation aspects of the project, of which the other more unusual features are closure in the wet and handling an area of weak clay foundation partly by excavation and partly by exceptionally wide berms.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 86 • Issue 6 • December 1960
Pages: 11 - 34
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Dec 1960
Published online: Feb 12, 2021
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Affiliations
K. S. Lane, F.ASCE
Chf., Geology, Soils and Materials Branch, Mo. River Div., Corps of Engrs., Omaha, Nebr.
R. G. Fehrman, M.ASCE
Civil Engr., Dams and Foundations Sect., Kansas City Dist., Corps of Engrs., Kansas City, Mo.
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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.