Published December 2016 | Version v1
Journal article

Effect of elevated temperature on alkali-activated geopolymeric binders compared to portland cement-based binders

  • 1. Department of Mechanical Engineering, The University of Alabama, Tuscaloosa, AL (United States)
  • 2. US Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, MS (United States)

Description

This research focused on developing thermally-stable materials based on alkali-activation of slag, fly ash, and metakaolin compared to portland cement mixtures by using a hierarchical approach to material design. At lower length scales, X-ray diffraction (XRD) characterized the mineralogy that coupled to higher length scale experiments using thermogravimetric analysis (TGA) for determining the materials thermal stability. Additionally, high-energy X-ray computed microtomography (μCT) determined the best-performing material formulation that minimized thermal damage when exposed to high temperatures (650 °C). The thermal loading was ramped up to 650 °C from ambient temperature in 60 s and then held for a total of 10 min. The μCT identified that the alkali-activated fly ash mortar had less initial porosity than the ordinary portland cement mixtures, with more than 66% of the pores between 20 and 50 μm in diameter. Consequently, the alkali-activated fly ash mortar was able to dissipate approximately 565 °C in just 50 mm of material, outperforming all the other mixes studied in this paper with μCT confirming minimal damage after the temperature exposure.

Availability note (English)

Available from http://dx.doi.org/10.1016/j.cemconres.2016.09.013

Additional details

Identifiers

DOI
10.1016/j.cemconres.2016.09.013;
PII
S0008-8846(15)30040-5;

Publishing Information

Journal Title
Cement and Concrete Research
Journal Volume
90
Journal Page Range
p. 43-51
ISSN
0008-8846
CODEN
CCNRAI

Optional Information

Copyright
Copyright (c) 2016 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.