Evaluating Safety of Concrete Gravity Dam on Weak Rock: Scott Dam
Author:
Affiliation:
1. Consultant, 13110 Pomo Ln., Mendocino, CA 95460.
2. Supervisory Civ. Engr., Hydro Generation Dept., P.O. Box 770000, Pacific Gas & Electric Co., San Francisco, CA 94177.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A5%28429%29
Reference28 articles.
1. Aslam M. et al. ( 1996). “Two-dimensional linear and nonlinear finite element analysis under usual unusual and extreme loads.” Pacific Gas & Electric San Francisco Calif.
2. Bolt B. A. and Oakshott G. B. ( 1982). “Seismic and tectonic evaluation for Scott Dam and vicinity.” Rep. to PG&E Pacific Gas & Electric Co. San Francisco Calif.
3. Bro A. (1974). “A weak rock triaxial cell.” Tech. Note Int. J. Rock Mech. and Min. Sci. 33(1) 71–74.
4. Bro A. (1997). “Analysis of multi-stage triaxial test results for a strain-hardening rock.” Int. J. Rock Mech. and Min. Sci . 34(1) 143–145.
5. Gamble J. ( 1988). “Scott Dam geology.” Pacific Gas & Electric Co. San Francisco Calif.
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