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Improving compressive strength of fly ash-based geopolymer composites by basalt fibers addition
Affiliation:1. National Metal and Materials Technology Center (MTEC), National Science and Technology Development Agency (NSTDA), 114 Thailand Science Park, Pahonyothin Rd., Klong Luang, Pathumthani 12120, Thailand;2. Faculty of Science, Naresuan University, Phitsanulok 65000, Thailand;1. Institute for Advanced Ceramics, Harbin Institute of Technology, Harbin 150080, PR China;2. School of Materials Science and Engineering, Harbin Institute of Technology, Harbin 150080, PR China;1. Department of Civil Engineering, University of Malaya, 50603, Kuala Lumpur, Malaysia;2. Department of Mechanical Engineering and Center of Advanced Material, University of Malaya, 50603, Kuala Lumpur, Malaysia;3. Department of Civil and Environmental Engineering, Imperial College London, UK;1. Department of Civil Engineering, Jayshriram Group of Institutions, Tiruppur 638660, India;2. Department of Civil Engineering, Covenant University, Ota PMB 1023, Nigeria
Abstract:In this study, ASTM Class C fly ash used as an alumino-silicate source was activated by metal alkali and cured at low temperature. Basalt fibers which have excellent physical and mechanical properties were added to fly ash-based geopolymers for 10–30% solid content to act as a reinforced material, and its influence on the compressive strength of geopolymer composites has been investigated. XRD study of synthesized geopolymers showed an amorphous phase of geopolymeric gel in the 2θ region of 23°–38° including calcium-silicate-hydrate (C-S-H) phase, some crystalline phases of magnesioferrite, and un-reacted quartz. The microstructure investigation illustrated fly ash particles and basalt fibers were embedded in a dense alumino-silicate matrix, though there was some un-reacted phase occurred. The compressive strength of fly ash-based geopolymer matrix without basalt fibers added samples aged 28 days was 35 MPa which significantly increased 37% when the 10 wt%. basalt fibers were added. However, the addition of basalt fibers from 15 to 30 wt% has not shown a major improvement in compressive strength. In addition, it was found that the compressive strength was strong relevant to the Ca/Si ratio and the C-S-H phase in the geopolymer matrix as high compressive strength was found in the samples with high Ca/Si ratio. It is suggested that basalt fibers are one of the potential candidates as reinforcements for geopolymer composites development.
Keywords:Geopolymer  Compressive strength  High calcium fly ash  Basalt fibers  Calcium-Silicate-Hydrate (C-S-H) phase
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