Findings of Case Histories on the Long-Term Performance of Seepage Barriers in Dams

Author:

Rice John D.12,Duncan J. Michael12

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., Logan, UT 84322 (corresponding author).

2. University Distinguished Professor Emeritus, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference97 articles.

1. AMEC plc. (2004). “Seepage analysis Wolf Creek Dam Cumberland River Jamestown Kentucky.” AMEC Earth and Environmental Inc. Nashville Tenn.

2. Anton W. F. and Dayton D. J. (1972). “Camanche Dike—2 slurry trench seepage cutoff.” Proc. Specialty Conf. on the Performance of Earth and Earth-Supported Structures ASCE Reston Va. 735–749.

3. Bechtel. (1967). “As-built construction plans for Comanche Dike-2 seepage control.” Rep. Prepared for East Bay Municipal Utilities District Bechtel Corporation San Francisco.

4. Bellport B. P. (1967). “Bureau of Reclamation’s experience in stabilizing embankment of Fontenelle Earth Dam.” Proc. Int. Committee on Large Dams 9th Int. Congress on Large Dams International Commission on Large Dams (ICOLD) Istanbul Turkey 67–79.

5. Bradley J. Bruce D. Ferguson K. Poulos S. Talbot J. and Vrymoed J. (2007). “Wolf Creek Dam consensus report.” Engineering Risk and Reliability Analysis Rep. Prepared for Headquarters United States Army Corps of Engineers USACE Reston Va.

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