Alteration in the Microstructure of Fly Ash Geopolymers upon Exposure to Elevated Temperatures

Author:

A. Abdulkareem Omar1,Al Bakri Abdullah Mohd Mustafa1,Kamarudin H.1,Khairul Nizar I.1

Affiliation:

1. Universiti Malaysia Perlis (UniMAP)

Abstract

This paper represents the mechanical and microstructure changes in geopolymeric material synthesized by the alkali activation of locally source fly ash at high temperatures of 400, 600 and 800 °C. The high compressive strength of geopolymer cured at 70 °C underwent thermal shrinkage and substantial strength losing at temperatures of 400, 600 °C caused by the high dehydration of the structural water. Exposure to temperature of 800 °C, the geopolymer lost its strength due to extremely densification and expansion processes of the high unreacted silicate phase in the structure. The SEM results showed that the high activator content generated large quantities of unreacted silicate crystals at high temperatures which sintered at range of temperatures of 700-800 °C causing system failure.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference11 articles.

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3. Z. Li, Z. Ding and Y. Zhang, Development of sustainable cementitious materials in: International Workshop on Sustainable Development and Concrete Technology, edited by K. Wang, Beijing, China, May 20-21(2004).

4. S. Wallah and B. Rangan, Low- calcium fly ash based geopolymer concrete: Long-term properties. Research Report GC 2, Curtin University of Technology, Perth, Australia, (2006): p.97.

5. J. Gourley and G. Johnson, Developments in geopolymer precast concrete. In: proceeding of fourth World Congress geopolymer, Geopolymer Institute, France. (2005) 133-137.

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