Chapter
Apr 26, 2012
California Aqueduct Foundation Repair Using Multiple Grouting Techniques
Authors: Timothy M. Wehling and David C. RennieAuthor Affiliations
Publication: Grouting and Ground Treatment
Abstract
On June 5, 2001, a major leak was discovered beneath the California Aqueduct embankment at Mile Post 4.25, discharging more than 4,200 L/min (1,100 gpm) at its peak. This situation prompted emergency action to control the leak to avert breaching the embankment. The leak was plugged after pumping 42 m3 (55 yd3) of concrete to fill the large piping void. Then a geologic exploration was conducted to delineate problematic zones beneath the embankment, followed by several grouting techniques used to investigate and improve the distressed foundation. The comprehensive grouting program included 27 compaction grout holes to explore and densify the soft alluvium foundation, 13 permeation grout holes to investigate and fill voids in the underlying fractured bedrock, and abandonment of an obsolete seepage collection system beneath the Aqueduct. This paper shows chronologically how data collected from the grouting program, geologic exploration, and construction records were used to better understand the mechanisms of the piping failure.
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© 2003 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
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Timothy M. Wehling
A.M.ASCE
Water Resources Engineer, California Department of Water Resources, P.O. Box 942836, Sacramento, CA 94236
David C. Rennie
P.E.
A.M.ASCE
Water Resources Engineer, California Department of Water Resources, P.O. Box 942836, Sacramento, CA 94236
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