Reinforced Earth Used At Palo Verde Nuclear Plant

by Robert Y. Bush, (F.ASCE), Principal Engineer; Fugro, Inc., 3777 Long Beach Boulevard, P.O. Box 7765, Long Beach, Calif. 90807,
Bomi M. Ghadiali, (F.ASCE), Sr. Engr.; Bechtel Power Corp., 12402 E. Imperial Highway, Norwalk, Calif. 90650,

Serial Information: Journal of the Construction Division, 1981, Vol. 107, Issue 1, Pg. 121-126

Document Type: Journal Paper

Abstract: The use of a 30 ft (9 m) high Reinforced Earth wall for permitting concurrent construction of a turbine generator mat and the lower level reactor-auxiliary structures is described. The Palo Nuclear Generating Station will be one of the largest nuclear generating stations in the world, with a final power output of approximately 3,900 MW. Schedule requirements dictated that construction of the turbine generator be performed at the same time as the immediately adjacent reactor-auxiliary structures. A bulkhead was designed to provide lateral support until construction and backfill of the lower elevation structures were completed. A number of alternative support schemes were studied, including the Reinforced Earth wall. This method proved to be cost effective compared to alternative schemes. Wall movements were negligible following backfilling.

Subject Headings: Soil stabilization | Walls | Construction management | Power plants | Turbines | Backfills | Structure reinforcement | Materials engineering |

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