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      Strength and Microstructure of Class-C Fly Ash and GGBS Blend Geopolymer Activated in NaOH & NaOH + Na 2SiO 3

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          Abstract

          In this paper, class-C fly ash (FA) and ground granulated blast-furnace slag (GGBS)-based geopolymer activated in NaOH and NaOH + Na 2SiO 3 was studied regarding setting time, compressive strength, porosity, microstructure, and formation of crystalline phases. When comparing the effects of alkali type on the FA and GGBS geopolymer composites, results revealed that NaOH has a lesser effect in developing strength and denser microstructure than does NaOH + Na 2SiO 3, since the addition of Na 2SiO 3 provides the silica source to develop more compact structure. Incorporation of Na 2SiO 3 reduced the crystallinity and the paste was more amorphous compared to NaOH activated pastes. The class-C FA and GGBS blends resulted in prolonged setting time, reduced strength, and loose matrix with the increase in fly ash content. The un-reactivity of calcium in blends was observed with increasing fly ash content, leading to strength loss. It is evident from XRD patterns that calcium in fly ash did not contribute in forming C-S-H bond, but formation of crystalline calcite was observed. Furthermore, XRD analyses revealed that the reduction in fly ash leads to the reduction in crystallinity, and SEM micrographs showed the unreactive fly ash particles, which hinder the formation of a denser matrix.

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          Most cited references41

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          Modification of phase evolution in alkali-activated blast furnace slag by the incorporation of fly ash

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            Geopolymeric materials prepared using Class F fly ash and elevated temperature curing

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              Fire-resistant geopolymer produced by granulated blast furnace slag

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                20 December 2019
                January 2020
                : 13
                : 1
                : 59
                Affiliations
                [1 ]Department of Architectural Engineering, Chungnam National University, Daejeon 34134, Korea; sassuikhuwaja126@ 123456gmail.com (S.S.); j.nam@ 123456cnu.ac.kr (J.N.)
                [2 ]Department of Architecture and Urban Design, Kyushu University, Fukuaka 812-0053, Japan; koyama@ 123456arch.kyushu-u.ac.jp
                [3 ]Department of Architecture, Naresuan University, Phitsanulok 65000, Thailand; santc@ 123456nu.ac.th
                Author notes
                [* ]Correspondence: gyuyongkim@ 123456cnu.ac.kr ; Tel.: +82-42-821-5623
                Author information
                https://orcid.org/0000-0002-8662-8899
                https://orcid.org/0000-0001-8606-2998
                Article
                materials-13-00059
                10.3390/ma13010059
                6982303
                31877654
                dc0412b0-7457-4875-89ea-8bf6bfaa3c6f
                © 2019 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 01 December 2019
                : 18 December 2019
                Categories
                Article

                geopolymer,fly ash,ggbs,naoh,naoh + na2sio3,strength,microstructure
                geopolymer, fly ash, ggbs, naoh, naoh + na2sio3, strength, microstructure

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