Current Practice in Abutment and Foundation Treatment

by Harris H. Burke, Engrg. Mrg., Soils; Hydro and Community Facilities Div., Bechtel Inc., San Francisco, CA,
Charles S. Content, Engrg. Mgr., Geology; Hydro and Community Facilities Div., Bechtel Inc., San Francisco, CA,
Richard L. Kulesza, Engrg. Group Supervisor; Hydro and Community Facilities Div., Bechtel France, Fos sur Mer, France,


Serial Information: Journal of the Soil Mechanics and Foundations Division, 1972, Vol. 98, Issue 10, Pg. 1033-1052


Document Type: Journal Paper

Errata: (See full record)

Abstract: The current philosophy and practice of Bechtel Incorporated in the treatment of abutments and foundations of high embankment dams on rock are considered, with special reference made to the recently completed New Don Pedro Dam in California. The influences of site geology and topography on dam design, including grouting, stripping, rock reinforcement, and determination of acceptable rock foundation surface are considered. Foundation beneficiation such as the use of dental concrete and installation of French drains and relief wells and instrumentation such as piezometers at New Don Pedro and other dams are used to illustrate the steps taken to ensure satisfactory foundations for high embankments on rock foundations.

Subject Headings: Foundations | Dam foundations | Earthfill dams | Rocks | Foundation design | Concrete dams | Topography | North America | California | United States

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