Coolidge Dam Abutment Stability and Stabilizationby Chris Powell, U.S. Bureau of Reclamation, Boise, United States,
Ron Pearson, U.S. Bureau of Reclamation, Boise, United States,
Document Type: Proceeding Paper
Part of: Geotechnical Practice in Dam Rehabilitation
Abstract: This paper focuses on left abutment stability assessments and stabilization measures at Coolidge Dam, Arizona. Initial assessment of abutment stability was based on limited rock strength data and the use of averaged joint surveys which identified the potential critical geologic discontinuities. In light of these initial results, a decision was made to clean off and map critical areas of both abutments. The challenges in applying today's dam safety standards to the rehabilitation of this unique old structure are clearly outlined in discussions of the geologic investigations, abutment stability assessment and design of the abutment stabilization.
Subject Headings: Dams | Structural safety | Concrete dams | Geology | Earthfill dams | Structural stability | Concrete structures | Structural strength | Arizona | North America | United States
Services: Buy this book/Buy this article
Return to search