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Walter Schroeder Library, Milwaukee School of Engineering
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Grochala, Charles
Subjects
Concrete -- Testing
Portland cement -- Corrosion
Reinforcing bars -- Corrosion
Fly ash
Alkali-aggregate reactions -- Testing
MSST Project.
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Grochala, Charles
by title:
Testing of a local f...
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Testing of a local fly ash in mitigating alkali silica reaction / by Charles Grochala.
by
Grochala, Charles
Subjects
Concrete -- Testing
Portland cement -- Corrosion
Reinforcing bars -- Corrosion
Fly ash
Alkali-aggregate reactions -- Testing
MSST Project.
Description:
41 leaves : ill. ; 29 cm.
Contents:
Thesis advisor: Dr. John Zachar
Committee members: Dr. Richard DeVries, Christopher Raebel
Introduction, literature review, and elementary theories -- Detail of procedure -- Data/results -- Conclusion -- A: Raw data -- B: Photographs of tools and equipment used.
Alkali-silica reaction is a fairly well documented phenomenon, caused by the alkali in Portland cement reacting with siliceous aggregates to form an expansive gel. Over time, the gel absorbs water and expands. This may cause expansion significant enough to compromise the host concrete's structural integrity.
The purpose of this research is to examine the use of fly ash as a means of mitigating this reaction. This experiment follows a modified version of ASTM C 1260, the mortar bar method for testing potential for alkali-silica reaction, with minor variations to allow for testing of a local fly ash in mitigating alkali-silica reaction.
The resultant data indicate that the addition of the tested Class C fly ash will reduce the effects of alkali-silica reaction with a 20% or more replacement of Portland cement with fly ash. The author recommends that a version of ASTM C 1293, the concrete prism test, be used in order to better determine an expected field performance.
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Walter Schroeder Library
Master's Theses
AC805 .G757 2010
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