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Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: The Repair of High-Strength Silica Fume Concrete-A Case History
Author(s): G.C. Hoff and R. Elimov
Publication: Special Publication
Appears on pages(s): 605-630
Keywords: bonding strength; concrete; high-strength concrete; low-pressure
spraying; repair; shotcrete; silica fume; slip form construction.
Abstract:This paper describes the repair of a high-strength silica FUME concrete structure using a high-strength repair material which also contains silica FUME The repair represented the largest single application of this material and the largest single use of low-pressure spraying of the repair material. Information is provided on the repair procedures, proficiency of the nozzlemen, acceptance criteria applied to this type of operation. Because of the lack of actual in-situ bond and compressive strength data on high strength concrete in the literature, all of the actual in-situ test results are provided for this repair. Approximately 1,300 m3 of the repair material was used to repair 24,000 sq. meters of concrete surface damaged during a slipform operation. The damaged concrete had compressive strengths in the range of 78 to 82 MPa. The repair material had a target compressive strength of 80 MPa and an in-situ bond strength requirement (minimum) of 1.5 MPa. Using low-pressure spraying techniques because of confined working areas, the repairs were successfully completed over a 24 week period. Compressive strengths of cores from sprayed production test panels averaged 85 MPa at 28-DAYS. The in-situ bond strength of the repairs did not appear to increase with age and averaged 1.87 MPa for all ages evaluated.
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