Technical Papers
Jul 25, 2017

Mitigation of Calcium Oxychloride Formation in Cement Pastes Using Undensified Silica Fume

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 10

Abstract

Certain chloride-based deicing salts can react with calcium hydroxide in cement paste to form calcium oxychloride. Calcium oxychloride formation results in expansive pressures that damage concrete. This study examines the use of undensified silica fume as a potential method to mitigate calcium oxychloride formation in cement paste. Cement pastes were prepared with four different volume replacement levels of silica fume and three different water–to–cementitious material ratios. Thermogravimetric analysis and low-temperature differential scanning calorimetry were performed at various ages to quantify the amounts of calcium hydroxide and calcium oxychloride. Thermodynamic modeling was used to compute the phase distribution of products formed. In pastes containing silica fume, the amounts of calcium hydroxide and calcium oxychloride generally decrease as the amount of silica fume increases and as the sample ages. However, even when 10% of the cement volume was replaced with silica fume, calcium oxychloride formed in relatively large amounts. Therefore, the use of undensified silica fume to mitigate calcium oxychloride damage appears to require greater silica fume replacement levels than those that are currently used (3–10%). This conclusion is valid in spite of calculations from thermodynamic modeling based on calcium hydroxide amounts showing that the silica fume degree of reaction is moderate to high (30–85%).

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Acknowledgments

The authors thank the National Ready Mixed Concrete Association (NRMCA) and the Portland Cement Association (PCA) for providing support for some of the work reported here. Naomi Salgado, Hunter Carolan, and Mitchell Keys are thanked for helping perform some of the experiments carried out.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 10October 2017

History

Received: Mar 7, 2017
Accepted: Apr 26, 2017
Published online: Jul 25, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 25, 2017

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Authors

Affiliations

Samantha N. Whatley [email protected]
Graduate Research Assistant, Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. E-mail: [email protected]
Prannoy Suraneni [email protected]
Postdoctoral Researcher, Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. E-mail: [email protected]
Vahid Jafari Azad [email protected]
Postdoctoral Researcher, Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. E-mail: [email protected]
O. Burkan Isgor [email protected]
Professor, Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. E-mail: [email protected]
Jason Weiss, M.ASCE [email protected]
Professor, Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). E-mail: [email protected]

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