Research Article
Sep 1972
Application of Epoxy Resins in Tunnel Lining Concrete Repair
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VIEW THE REPLYAuthors: Russell C. Borden, M.ASCE, and Carl E. SelanderAuthor Affiliations
Publication: Journal of the Construction Division
Volume 98, Issue 2
Abstract
Concrete lining in a large diameter tunnel spillway damaged by cavitation erosion caused by variable high flows up to 20,000 cfs was repaired by use of bonded concrete, and epoxy bonded epoxy mortar. Epoxy bonded epoxy mortar was used to make the repairs except in the damaged areas of large volume. The repair area to receive epoxy mortar was prepared by bushhammering, chipping, or sandblasting. The surfaces of the concrete were made completely dry. Seeping hairline cracks were rendered dry by chemical grouting. Air and concrete temperature was maintained at about 60° F by a heating system. A clear epoxy bond coat was applied to a small area of prepared concrete surface. Epoxy mortar was applied to the bond coat while the bond coat was in a fluid to tacky condition. Curing and post curing of the epoxy mortar by use of propane infrared heaters and heat lamps were required. Painting of the cured mortar with an epoxy phenolic paint was specified.
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Information
Published In
Journal of the Construction Division
Volume 98 • Issue 2 • September 1972
Pages: 161 - 172
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Sep 1972
Published online: Feb 11, 2021
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Authors
Affiliations
Russell C. Borden, M.ASCE
Civ. Engr., Div. of Construction, Bureau of Reclamation, U.S. Dept. of the Interior, Engrg. and Research Center, Denver, Colo.
Carl E. Selander
Materials Engr., Div. of General Research, Bureau of Reclamation, U.S. Dept. of the Interior, Engrg. and Research Center, Denver, Colo.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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