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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: Comparative Study of the Mechanical Properties and Performance, Under Accelerated Aging, of Four Repair Systems for Concrete Hydraulic Structures
Author(s): A. C. M. Kormann, K. F. Portella,
P. N. Pereira, R. P. Santos. and A. Joukoski
Publication: Special Publication
Appears on pages(s): 497-512
Keywords: abrasion; concrete repair; dam hydraulic structures; epoxy mortar; polymer-modified concrete; silica fume; spillways; steel-fiber
Abstract:The performance of conventional, polymer-modified, steel-fiber, epoxy, and silica-fume mortars subjected to a high velocity water flow is described. Besides the mechanical requirements and wearing resistance of concrete hydraulic structures, especially spillway surfaces, the high solar radiation and the environmental temperature contribute significantly to decreasing in the lifespan of repairs. Such contributions are particularly evident on surfaces repaired with polymer-modified concrete and epoxy mortar, mainly at the interfaces between the substrate and the environment. This paper presents the results of a comparative study to determine mechanical properties, adherence, and accelerated aging of four repair systems. Two systems exhibited higher performance: the epoxy and silica-fume mortar. Steel-fibers, due to good adherence to the substrate and good mechanical performance, are appropriate for use as an intermediate layer for underwater repair. This system exhibited an apparent corrosion at the steel-fibers on the surface after aging and underwater abrasion tests, which should be considered prior to being used on exposed spillway slab surfaces.
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