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      Properties of Alkali Activated Lightweight Aggregate Generated from Sidoarjo Volcanic Mud (Lusi), Fly Ash, and Municipal Solid Waste Incineration Bottom Ash

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          Abstract

          Production of artificial lightweight aggregate (LWA) from industrial by-products or abundant volcanic mud is a promising solution to prevent damaging the environment due to the mining of natural aggregate. However, improvements are still needed in order to control the high water absorption of LWA and strength reduction in resulting concrete or mortar. Hence in this research, fly ash, municipal solid waste incineration bottom ash (MSWI BA), and Sidoarjo volcanic mud (Lusi) were employed as a precursor and activated using NaOH 6 M and Na 2SiO 3 in producing LWA. The influence of the type of the precursors on the physical properties of resulting LWA was investigated. The effect of replacing natural fine aggregate with the resulting LWA on the compressive strength and volume density of mortar was also determined. Finer particles, a high amount of amorphous phase, and low loss on ignition (LOI) of the raw material improved the properties of resulting LWA. Mortar compressive strength was decreased by 6% when replacing 16% by volume of natural fine aggregate with fly ash based LWA. Compared to the expanded clay LWA, the properties of alternative LWAs in this study were slightly, but not significantly, inferior. Alternative LWA becomes attractive when considering that expanded clay LWA requires more energy during the sintering process.

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          The Dynamics of Capillary Flow

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            The geopolymerisation of alumino-silicate minerals

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              The influence of the NaOH solution on the properties of the fly ash-based geopolymer mortar cured at different temperatures

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                02 June 2020
                June 2020
                : 13
                : 11
                : 2528
                Affiliations
                [1 ]Magnel-Vandepitte Laboratory for Structural Engineering and Building Materials, Ghent University, Tech Lane Ghent Science Park, Campus A, Technologiepark Zwijnaarde 60, B-9052 Ghent, Belgium; puput.risdanareni@ 123456ugent.be (P.R.); Yury.VillagranZaccardi@ 123456UGent.be (Y.V.)
                [2 ]Department of Civil Engineering, Faculty of Engineering, State University of Malang, Semarang Street 5, Malang 65145, Indonesia
                [3 ]Laboratory for Multidisciplinary Training in Technological Research, National Scientific and Technical Research Council, 52 entre 121 y 122 s/n, La Plata 1900, Argentina
                [4 ]Department of the Built Environment, Eindhoven University of Technology, 5612AP Eindhoven, The Netherlands; K.Schollbach@ 123456tue.nl
                [5 ]Department of Civil Engineering, Xi’an Jiaotong University, Yanxiang Road 99, Xi’an 710054, China; jianyun.wang@ 123456xjtu.edu.cn
                Author notes
                [* ]Correspondence: nele.debelie@ 123456ugent.be
                Author information
                https://orcid.org/0000-0002-9945-6467
                https://orcid.org/0000-0002-0851-6242
                Article
                materials-13-02528
                10.3390/ma13112528
                7321484
                32498382
                9ae12e0a-1ef7-435b-891e-df96bc469569
                © 2020 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
                : 27 April 2020
                : 30 May 2020
                Categories
                Article

                lightweight aggregate,fly ash,bottom ash,sidoarjo mud,mortar,fine aggregate replacement

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