A new approach to evaluate alkali-silica reactivity using loss in concrete stiffness

A new approach to evaluate alkali-silica reactivity using loss in concrete stiffness •Loss of concrete stiffness occurs at 4 weeks, and significantly increases at 26 weeks.•Loss of concrete stiffness at 26 weeks of more than 18% is considered as reactive.•Loss of concrete stiffness between 4 and 26 weeks of more than 9% is treated as reactive.•The proposed limits of loss in concrete stiffness shows a good ASR prediction. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Construction and Building Materials Elsevier

A new approach to evaluate alkali-silica reactivity using loss in concrete stiffness

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Publisher
Elsevier
Copyright
Copyright © 2018 Elsevier Ltd
ISSN
0950-0618
eISSN
1879-0526
D.O.I.
10.1016/j.conbuildmat.2018.02.047
Publisher site
See Article on Publisher Site

Abstract

•Loss of concrete stiffness occurs at 4 weeks, and significantly increases at 26 weeks.•Loss of concrete stiffness at 26 weeks of more than 18% is considered as reactive.•Loss of concrete stiffness between 4 and 26 weeks of more than 9% is treated as reactive.•The proposed limits of loss in concrete stiffness shows a good ASR prediction.

Journal

Construction and Building MaterialsElsevier

Published: Apr 10, 2018

References

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