TECHNICAL PAPERS
Apr 15, 2010

Effects of Bulk Water Chemistry on Autogenous Healing of Concrete

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 5

Abstract

Autogenous healing can occur when hairline cracks in concrete repair themselves through reactions with water and/or constituents in water. The chemistry of water contacting the cement affects whether the crack heals autogenously or propagates until leaks occur. The strength testing on concrete specimens demonstrates that appreciable healing can occur at a pH of 9.5 when there is sufficient magnesium and silicon in the water. Scanning electron microscopy with energy dispersive spectroscopy (SEM-EDS) analyses indicate that a magnesium silicate material is present within the crack surfaces when higher strength healing has occurred. Calcium does not appear to promote the sealing of cracks. A carbonation of internal concrete surfaces was not detected when cracks were sealed via autogenous healing. Chloride diffusion rates do not return to levels seen in virgin concrete when cracks are autogenously healed. However, the water permeability and chloride diffusion are impeded by any filling of cracks regardless of the strength attained.

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Acknowledgments

The writers wish to thank Maureen Hodgins, American Water Works Association Research Foundation project officer, and the members of the Project Advisory Committee—Thomas Rockaway, David Gress, and Edgar Navera. We also appreciate the efforts of Paolo Scardina for his assistance with the SEM-EDS analyses and Robert Simonds for helping with the strength testing. Steven Abbott also provided assistance with the many water changes throughout the study.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 5May 2010
Pages: 515 - 524

History

Received: Sep 3, 2009
Accepted: Jan 7, 2010
Published online: Apr 15, 2010
Published in print: May 2010

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Authors

Affiliations

Jeffrey Parks [email protected]
Research Scientist, Dept. of Civil and Environmental Engineering, Virginia Tech, 418 Durham Hall, Blacksburg, VA 24061 (corresponding author). E-mail: [email protected]
Marc Edwards [email protected]
Charles Lunsford Professor of Civil Engineering, Dept. of Civil and Environmental Engineering, Virginia Tech, 418 Durham Hall, Blacksburg, VA 24061. E-mail: [email protected]
Peter Vikesland [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, 418 Durham Hall, Blacksburg, VA 24061. E-mail: [email protected]
Abhijeet Dudi [email protected]
Civil Sanitary Engineer, Greeley and Hansen, LLC, 6564 Loisdale Court, Suite 100, Springfield, VA 22150. E-mail: [email protected]

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