Foundation Testing For Auburn Dam

The American Institute of Mining, Metallurgical, and Petroleum Engineers
George B. Wallace Edward J. Slebir Fred A. Anderson
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
38
File Size:
1230 KB
Publication Date:
Jan 1, 1970

Abstract

Auburn Dam will be a thin, double-curvature concrete arch dam about 685 ft high. With a crest length of about 4000 ft, it will be the world's longest single-arch dam. The site is located on the North Fork of the American River about 40 miles northeast of Sacramento, Calif. Construction is scheduled to get under way in 1970. In planning for the design and construction of Auburn Dam (see artist's conception), the foundation material, with its various discontinuities, is being investigated and the structural characteristics of the rock mass evaluated. The investigation and testing programs will aid in defining the pertinent geologic features and their individual and cumulative influence on the foundation. The work includes geologic surface mapping, surface trenching, core drilling, geophysics, tunneling, excavating shafts and raises, performing in-situ tests, and conducting laboratory tests on core and block samples. Competent amphibolite is the predominant material in the foundation, but significant bodies of chloritic, talcose, and metasedimentary rocks, a strongly developed jointing pattern, faults, and shear zones also affect the deformability of the rock mass. A comprehensive rock mechanics program, closely coordinated with geologic investigations as well as the engineering studies, therefore is required The rock mechanics work is a combination of many analytical studies and experimental investigations. The experimental work includes laboratory tests on core samples from holes drilled for geological studies of the entire foundation and in-situ tests performed in selected areas. The laboratory testing program evaluates the general properties of all important rock types and aids in correlating many of the key structural features encountered within the foundation. To derive maximum benefit from the field tests, they are conducted in materials which represent a
Citation

APA: George B. Wallace Edward J. Slebir Fred A. Anderson  (1970)  Foundation Testing For Auburn Dam

MLA: George B. Wallace Edward J. Slebir Fred A. Anderson Foundation Testing For Auburn Dam. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1970.

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