Performance of mortar containing ground spent Bleaching earth ash against sulfate attack

Recently, spent bleaching earth ash (SBEA) which is extracted and calcined from spent bleaching earth waste from a palm oil refinery plant, has been used as partial cement replacement. In this study, the SBEA was ground into smaller particle sizes through a grinding process. The effect of unground s...

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Main Authors: Raihana Farahiyah Abd Rahman, Hidayati Asrah, Ahmad Nurfaidhi Rizalman, Abdul K. Mirasa
Format: Article
Language:English
English
Published: Geomate society 2023
Subjects:
Online Access:https://eprints.ums.edu.my/id/eprint/36812/1/ABSTRACT.pdf
https://eprints.ums.edu.my/id/eprint/36812/2/FULL%20TEXT.pdf
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author Raihana Farahiyah Abd Rahman
Hidayati Asrah
Ahmad Nurfaidhi Rizalman
Abdul K. Mirasa
author_facet Raihana Farahiyah Abd Rahman
Hidayati Asrah
Ahmad Nurfaidhi Rizalman
Abdul K. Mirasa
author_sort Raihana Farahiyah Abd Rahman
collection UMS
description Recently, spent bleaching earth ash (SBEA) which is extracted and calcined from spent bleaching earth waste from a palm oil refinery plant, has been used as partial cement replacement. In this study, the SBEA was ground into smaller particle sizes through a grinding process. The effect of unground spent bleaching earth ash (USBEA) and ground-spent bleaching earth ash (GSBEA) on the sulfate attack resistance of mortar was investigated in this study. The characterization of USBEA and GSBEA was determined in terms of particle size, specific surface area, chemical compositions, and microstructural properties. Their effects on pozzolanic activity were determined in terms of the strength activity index. Then, the expansion of the mortar bar containing 40% of USBEA and GSBEA due to sulfate attack was determined to investigate the sulfate attack resistance of mortar containing USBEA and GSBEA. The microstructural changes of mortar against sulfate attack were determined by using x-ray diffraction, scanning electron microscopy and thermogravimetric analysis. Results indicated that the strength activity index (SAI) value of mortar containing 40% of GSBEA was the highest among the specimens. Furthermore, the expansion of mortar bars containing 40% of GSBEA was the lowest, with 0.01% at 6 months. The microstructural results of mortar also confirmed that the incorporation of 40% of GSBEA with the compact microstructure with calcium silicate hydrate (CSH) and less ettringite was found compared to other specimens. This shows that the inclusion of GSBEA enhances the sulfate attack resistance of mortar
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spelling ums.eprints-368122023-09-14T02:25:54Z https://eprints.ums.edu.my/id/eprint/36812/ Performance of mortar containing ground spent Bleaching earth ash against sulfate attack Raihana Farahiyah Abd Rahman Hidayati Asrah Ahmad Nurfaidhi Rizalman Abdul K. Mirasa QR75-99.5 Bacteria TA401-492 Materials of engineering and construction. Mechanics of materials Recently, spent bleaching earth ash (SBEA) which is extracted and calcined from spent bleaching earth waste from a palm oil refinery plant, has been used as partial cement replacement. In this study, the SBEA was ground into smaller particle sizes through a grinding process. The effect of unground spent bleaching earth ash (USBEA) and ground-spent bleaching earth ash (GSBEA) on the sulfate attack resistance of mortar was investigated in this study. The characterization of USBEA and GSBEA was determined in terms of particle size, specific surface area, chemical compositions, and microstructural properties. Their effects on pozzolanic activity were determined in terms of the strength activity index. Then, the expansion of the mortar bar containing 40% of USBEA and GSBEA due to sulfate attack was determined to investigate the sulfate attack resistance of mortar containing USBEA and GSBEA. The microstructural changes of mortar against sulfate attack were determined by using x-ray diffraction, scanning electron microscopy and thermogravimetric analysis. Results indicated that the strength activity index (SAI) value of mortar containing 40% of GSBEA was the highest among the specimens. Furthermore, the expansion of mortar bars containing 40% of GSBEA was the lowest, with 0.01% at 6 months. The microstructural results of mortar also confirmed that the incorporation of 40% of GSBEA with the compact microstructure with calcium silicate hydrate (CSH) and less ettringite was found compared to other specimens. This shows that the inclusion of GSBEA enhances the sulfate attack resistance of mortar Geomate society 2023 Article NonPeerReviewed text en https://eprints.ums.edu.my/id/eprint/36812/1/ABSTRACT.pdf text en https://eprints.ums.edu.my/id/eprint/36812/2/FULL%20TEXT.pdf Raihana Farahiyah Abd Rahman and Hidayati Asrah and Ahmad Nurfaidhi Rizalman and Abdul K. Mirasa (2023) Performance of mortar containing ground spent Bleaching earth ash against sulfate attack. International Journal of GEOMATE, 25. pp. 1-8. ISSN 2186-2982 https://doi.org/10.21660/2023.108.3622
spellingShingle QR75-99.5 Bacteria
TA401-492 Materials of engineering and construction. Mechanics of materials
Raihana Farahiyah Abd Rahman
Hidayati Asrah
Ahmad Nurfaidhi Rizalman
Abdul K. Mirasa
Performance of mortar containing ground spent Bleaching earth ash against sulfate attack
title Performance of mortar containing ground spent Bleaching earth ash against sulfate attack
title_full Performance of mortar containing ground spent Bleaching earth ash against sulfate attack
title_fullStr Performance of mortar containing ground spent Bleaching earth ash against sulfate attack
title_full_unstemmed Performance of mortar containing ground spent Bleaching earth ash against sulfate attack
title_short Performance of mortar containing ground spent Bleaching earth ash against sulfate attack
title_sort performance of mortar containing ground spent bleaching earth ash against sulfate attack
topic QR75-99.5 Bacteria
TA401-492 Materials of engineering and construction. Mechanics of materials
url https://eprints.ums.edu.my/id/eprint/36812/1/ABSTRACT.pdf
https://eprints.ums.edu.my/id/eprint/36812/2/FULL%20TEXT.pdf
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