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      Lime Treatment of Coal Bottom Ash for Use in Road Pavements: Application to El Jadida Zone in Morocco

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          Abstract

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          In this paper waste bottom ash from a thermal power station was treated with lime and sand. This improves certain material characteristics leading to a potential use in a subbase in road construction.

          Abstract

          Industrial waste causes environmental, economic, and social problems. In Morocco, the Jorf Lasfar Thermal Power Station produces two types of coal ash with enormous quantities: fly ash (FA) and Bottom ash (BA). FA is recovered in cement while BA is stored in landfills. To reduce the effects of BA disposal in landfills, several experimental studies have tested the possibility of their recovery in the road construction, especially as a subbase. In the first phase of this study, the BA underwent a physicochemical and geotechnical characterization. The results obtained show that the BA should be treated to improve its mechanical properties. The most commonly used materials are lime and cement. In the selected low-cost treatment, which is the subject of the second phase of the study, lime is used to improve the low pozzolanicity of BA while calcarenite sand is used to increase the compactness. Several mixtures containing BA, lime, and calcarenite sand were prepared. Each of these mixtures was compacted in modified Proctor molds and then subjected to a series of tests to study the following characteristics: compressive strength, dry and wet California Bearing Ratio (CBR), dry density and swelling. The composition of each mixture was based on an experimental design approach. The results show that the values of the compressive strength, the dry density, and the CBR index have increased after treatment, potentially leading to a valorization of the treated BA for use in a subbase.

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          Most cited references21

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          Comparative study on the characteristics of fly ash and bottom ash geopolymers.

          This research was conducted to compare geopolymers made from fly ash and ground bottom ash. Sodium hydroxide (NaOH) and sodium silicate (Na(2)SiO(3)) solutions were used as activators. A mass ratio of 1.5 Na(2)SiO(3)/NaOH and three concentrations of NaOH (5, 10, and 15M) were used; the geopolymers were cured at 65 degrees C for 48 h. A Fourier transform infrared spectrometer (FT-IR), differential scanning calorimeter (DSC), and scanning electron microscope (SEM) were used on the geopolymer pastes. Geopolymer mortars were also prepared in order to investigate compressive strength. The results show that both fly ash and bottom ash can be utilized as source materials for the production of geopolymers. The properties of the geopolymers are dependent on source materials and the NaOH concentration. Fly ash is more reactive and produces a higher degree of geopolymerization in comparison with bottom ash. The moderate NaOH concentration of 10 M is found to be suitable and gives fly ash and bottom ash geopolymer mortars with compressive strengths of 35 and 18 MPa.
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            Geopolymer synthetized from bottom coal ash and calcined paper sludge

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              Influence of coal bottom ash as fine aggregates replacement on various properties of concretes: A review

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                22 August 2019
                September 2019
                : 12
                : 17
                : 2674
                Affiliations
                [1 ]Applied Geoscience Laboratory (LGA), Department of Geology, Mohamed First University, 60000 Oujda, Morocco
                [2 ]Department of Physics, Chouaib Doukkali University, 24000 El Jadida, Morocco
                [3 ]Department of Roads and Bridges, Hassania School of Public Works, 20000 Casablanca, Morocco
                [4 ]Energy and Materials in Infrastructure and Buildings (EMIB) Research Group, Faculty of Applied Engineering, University of Antwerp, 2020 Antwerp, Belgium
                Author notes
                [* ]Correspondence: cedric.vuye@ 123456uantwerpen.be ; Tel. +32-495-44-0707
                Author information
                https://orcid.org/0000-0002-5506-0989
                https://orcid.org/0000-0002-0796-6321
                https://orcid.org/0000-0003-3639-020X
                https://orcid.org/0000-0002-2872-4380
                Article
                materials-12-02674
                10.3390/ma12172674
                6747578
                31443369
                c9d5ae22-bb77-403e-84a3-cd48ea247b8b
                © 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
                : 11 July 2019
                : 18 August 2019
                Categories
                Article

                coal bottom ash,lime treatment,modified proctor,cbr,subbase,road construction

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