Technical Papers
Dec 9, 2017

Influence of Two Types of Nanosilica Hydrosols on Short-Term Properties of Sustainable White Portland Cement Mortar

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 2

Abstract

The present study explored the influence of two types of nanosilica hydrosols (with different specific surface areas of 100 and 300  m2/g) on short-term mechanical, durability, and microstructural properties of white portland cement mortar containing low-activity blast furnace slag (ASTM C989 Grade 80). Accordingly, various tests, including mechanical (compressive and flexural strengths), durability (electrical resistivity, chloride ion penetrability, and water absorption), and microstructural (X-ray diffraction, thermogravimetry/differential scanning calorimetry, and field emission scanning electron microscopy), were carried out on the combined performance of low-activity blast furnace slag (BFS)–nanosilica in a white cement mortar system. Based on the obtained results, substitution of a high volume of BFS for cement (30 and 50%) brought about a dramatic decrease in mechanical strength and porosity-related durability indices (e.g., water absorption). Nonetheless, electrical-based durability parameters such as resistivity and chloride ion impermeability were enhanced as the content of BFS was increased. Furthermore, the combinations of low-activity BFS and nanosilica hydrosols were synergistic in improving the mechanical and durability properties of white cement mortar. The synergistic effect of the aforementioned blends was more pronounced in electrical resistivity test results and less significant in flexural strength test results.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 2February 2018

History

Received: Feb 3, 2017
Accepted: Aug 2, 2017
Published online: Dec 9, 2017
Published in print: Feb 1, 2018
Discussion open until: May 9, 2018

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Authors

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Payam Hosseini, S.M.ASCE [email protected]
Ph.D. Student, Constructed Facilities Laboratory, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., 2414 Campus Shore Dr., Raleigh, NC 27606 (corresponding author). E-mail: [email protected]
Masoume Abolhasani
Graduate Student, Structural Engineering, Dept. of Civil and Environmental Engineering, Alaodoleh Semnani Institute of Higher Education, P.O. Box 35815-333, Garmsar, Iran.
Fatemeh Mirzaei
Graduate Student, Structural Engineering, Dept. of Civil and Environmental Engineering, Alaodoleh Semnani Institute of Higher Education, P.O. Box 35815-333, Garmsar, Iran.
Mohammad Reza Kouhi Anbaran
Graduate Student, Road and Pavement Engineering, Dept. of Civil and Environmental Engineering, Alaodoleh Semnani Institute of Higher Education, P.O. Box 35815-333, Garmsar, Iran.
Yousef Khaksari
Director of Concrete Division, Concrete Technology and Construction Materials Laboratories, Alaodoleh Semnani Institute of Higher Education, P.O. Box 35815-333, Garmsar, Iran.
Hormoz Famili
Assistant Professor of Civil Engineering and Dean, Alaodoleh Semnani Institute of Higher Education, P.O. Box 35815-333, Garmsar, Iran.

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