4.7 Article

The mechanical properties of fly ash-based geopolymer concrete with alkaline activators

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 47, Issue -, Pages 409-418

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2013.05.069

Keywords

Fly ash; Alkaline activator; Geopolymer; Compressive strength; Hardening mechanism

Funding

  1. Power Generation & Electricity Delivery Program of the Korea Institute of Energy Technology Evaluation and Planning (KETEP)
  2. Korea government Ministry of Knowledge Economy [20101020100180]
  3. Basic Science Research Program through the Nation of Research Foundation of Korea
  4. Ministry of Education Science and Technology [2012R1A2A206045603]
  5. Korea Evaluation Institute of Industrial Technology (KEIT) [20101020100180] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)
  6. National Research Foundation of Korea [2012R1A2A2A06045603] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)

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As part of the research effort to develop cementless alkali-activated concrete using 100% fly ash as a binder, this paper aims to examine the effects of chemical changes of alkaline activators on the compressive strength of mortar and to analyze the microstructure of the mortar through SEM, EDS, XRD, FT-IR and by porosity assessments. The results showed that chemical changes of the alkaline activators had a significant effect on the early strength with higher molarity. In addition, the analysis of the structure through SEM and EDS indicated that the components having a considerable influence on the structure of the mortar were the Al and Si components. The XRD results revealed that there were no practical differences in the intensity according to the differences in the chemical components of the alkaline activators. On the other hand, the FT-IR analysis made it possible to identify changes in the chemical combination of Si-O-Si and Si-O-Al compared to fly ash and hardened mortar. The analysis of the porosity enabled us to verify indirectly the remarkable mechanical performance which was obtained by the activation of polymerization according to the chemical components of the alkaline activators. A relationship between the compressive strength and the splitting tensile strength of fly ash-based geopolymer concrete is proposed. (C) 2013 Elsevier Ltd. All rights reserved.

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