Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution

Palm oil boiler ash is a type of industrial waste from palm oil production, which abundantly disposed on landfill, and contaminate the soil and environment. Recently, boiler ash as a by-product is introduced as an additive in chemical stabilization, known as geopolymer. An alkaline solution function...

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Published in:International Journal of Sustainable Construction Engineering and Technology
Main Author: Zainuddin A.N.; Mukri M.; Sidek N.
Format: Article
Language:English
Published: Penerbit UTHM 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130762178&doi=10.30880%2fijscet.2022.13.01.006&partnerID=40&md5=8d76417a3755416d498ef7e9264772ee
id 2-s2.0-85130762178
spelling 2-s2.0-85130762178
Zainuddin A.N.; Mukri M.; Sidek N.
Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
2022
International Journal of Sustainable Construction Engineering and Technology
13
1
10.30880/ijscet.2022.13.01.006
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130762178&doi=10.30880%2fijscet.2022.13.01.006&partnerID=40&md5=8d76417a3755416d498ef7e9264772ee
Palm oil boiler ash is a type of industrial waste from palm oil production, which abundantly disposed on landfill, and contaminate the soil and environment. Recently, boiler ash as a by-product is introduced as an additive in chemical stabilization, known as geopolymer. An alkaline solution functions to activate the silica-alumina structure bonding to replace the Ordinary Portland Cement in concrete application but few in soil stabilization study. This study investigates the strength of laterite with a geopolymer. Boiler ash was chosen as source material, with sodium hydroxide and sodium silicate mixed at a ratio of 1:2. Unconfined compressive test (UCT) and SEM were conducted for laterite soil with different geopolymer percentages. The test was conducted by adding a different geopolymer percentage at 0%, 5%,10%,15%, and 20% mixed with laterite soil. The soil sample was cured for seven days for an unconfined compression test (UCT). The result shows that the highest compressive strength was obtained at 15% of geopolymer in laterite soil at 340kPa. SEM tests show that the increased compressive strength was attributable to the 15% of the geopolymer, which had a compact and dense structure and less unreacted raw materials. In conclusion, the results indicated that 15% of geopolymer gives optimum value in enhancing laterite properties' strength. The findings support boiler ash usage as by-products in geopolymers' production for potential use in soil strength stabilization. © Universiti Tun Hussein Onn Malaysia Publisher’s Office.
Penerbit UTHM
21803242
English
Article
All Open Access; Gold Open Access
author Zainuddin A.N.; Mukri M.; Sidek N.
spellingShingle Zainuddin A.N.; Mukri M.; Sidek N.
Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
author_facet Zainuddin A.N.; Mukri M.; Sidek N.
author_sort Zainuddin A.N.; Mukri M.; Sidek N.
title Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
title_short Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
title_full Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
title_fullStr Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
title_full_unstemmed Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
title_sort Investigation on Soil Strength and Microstructure of Palm Oil Boiler Ash with Sodium Hydroxide and Sodium Silicate as Alkaline Solution
publishDate 2022
container_title International Journal of Sustainable Construction Engineering and Technology
container_volume 13
container_issue 1
doi_str_mv 10.30880/ijscet.2022.13.01.006
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130762178&doi=10.30880%2fijscet.2022.13.01.006&partnerID=40&md5=8d76417a3755416d498ef7e9264772ee
description Palm oil boiler ash is a type of industrial waste from palm oil production, which abundantly disposed on landfill, and contaminate the soil and environment. Recently, boiler ash as a by-product is introduced as an additive in chemical stabilization, known as geopolymer. An alkaline solution functions to activate the silica-alumina structure bonding to replace the Ordinary Portland Cement in concrete application but few in soil stabilization study. This study investigates the strength of laterite with a geopolymer. Boiler ash was chosen as source material, with sodium hydroxide and sodium silicate mixed at a ratio of 1:2. Unconfined compressive test (UCT) and SEM were conducted for laterite soil with different geopolymer percentages. The test was conducted by adding a different geopolymer percentage at 0%, 5%,10%,15%, and 20% mixed with laterite soil. The soil sample was cured for seven days for an unconfined compression test (UCT). The result shows that the highest compressive strength was obtained at 15% of geopolymer in laterite soil at 340kPa. SEM tests show that the increased compressive strength was attributable to the 15% of the geopolymer, which had a compact and dense structure and less unreacted raw materials. In conclusion, the results indicated that 15% of geopolymer gives optimum value in enhancing laterite properties' strength. The findings support boiler ash usage as by-products in geopolymers' production for potential use in soil strength stabilization. © Universiti Tun Hussein Onn Malaysia Publisher’s Office.
publisher Penerbit UTHM
issn 21803242
language English
format Article
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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