Chapter
Feb 8, 2016
Nuclear Safety-Related Drilled Shaft Retaining Walls
Authors: Paul J. Eggers, M.ASCE [email protected], Jonathan Dwight [email protected], Charles B. Grant, M.ASCE [email protected], and Maxwell C. Hurd, M.ASCE [email protected]Author Affiliations
Publication: Geotechnical and Structural Engineering Congress 2016
Abstract
Wolf Creek Generating Station, a nuclear power plant located in central Kansas, recently completed a project to improve the essential service water (ESW) piping system that supplies water to cool the reactor. Part of the project involved the construction of retaining walls in the cooling water reservoir adjacent to the existing ESW pumphouse to retain new earth embankments. Site conditions and operational restrictions dictated the use of a wall system that would not interfere with the pumphouse or encroach on the reservoir, that could be constructed without temporary cofferdams or dewatering, and that could meet the design and construction quality assurance requirements for nuclear safety-related structures. To meet these requirements, a cantilever retaining wall system consisting of nearly-tangent large-diameter rock-socketed drilled shafts was designed to resist conventional earth retention and bulkhead wall loads as well as forces associated with tornado-generated missiles. The steel-cased reinforced concrete shafts were installed from a barge, a cast-in-place concrete cap beam was built to tie the shafts together, and rock fill was placed behind the walls to form the new embankments.
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© 2016 American Society of Civil Engineers.
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Published online: Feb 8, 2016
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P.E.
GEI Consultants, Inc., 9035 NE 101st St., Kansas City, MO 64157. E-mail: [email protected]
P.E.
Menard, 11767 Katy Freeway, Suite 705, Houston, TX 77079. E-mail: [email protected]
P.E., S.E.
GEI Consultants, Inc., 400 Unicorn Park Dr., Woburn, MA 01801. E-mail: [email protected]
P.E.
GEI Consultants, Inc., 400 Unicorn Park Dr., Woburn, MA 01801. E-mail: [email protected]
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