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Diffusivity-Porosity Relation for Cement Paste

Published

Author(s)

Edward J. Garboczi, Dale P. Bentz

Abstract

The development of a ionic diffusivity-porosity relation for cement paste, soundly based on microstructure, along with future developments in this area, are discussed. The importance of such relations for sulfate attack and other mechanisms of deterioration in concrete, as well as for models of the chloride diffusivity of concrete, are outlined.
Proceedings Title
Proceedings of Quebec Sulfate Attack Conference
Conference Dates
October 5-6, 1998
Conference Location
Quebec, CA
Conference Title
Sulfate Attack Conference

Keywords

Building Technology, cement paste, diffusivity, microstructure, sulfate

Citation

Garboczi, E. and Bentz, D. (1999), Diffusivity-Porosity Relation for Cement Paste, Proceedings of Quebec Sulfate Attack Conference, Quebec, CA, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=860167 (Accessed June 25, 2024)

Issues

If you have any questions about this publication or are having problems accessing it, please contact reflib@nist.gov.

Created January 1, 1999, Updated February 19, 2017