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Effect of clay content on soil stabilization with alkaline activation


Citation

Abdeldjouad, Lokmane and Asadi, Afshin and Nahazanan, Haslinda and Kim Huat, Bujang and Dheyab, Wisam and Elkhebu, Ahmed G. (2019) Effect of clay content on soil stabilization with alkaline activation. International Journal of Geosynthetics and Ground Engineering, 5. art. no. 4. pp. 1-8. ISSN 2199-9260; ESSN: 2199-9279

Abstract

This paper presents the role of clay portion in soil used to stabilize soils during alkaline activation with potassium-based alkaline activator. A 10 M potassium hydroxide solution was utilized to activate the soils with and without palm oil fuel ash (POFA) at a solution. Soils with and without POFA mixtures were tested using unconfined compression tests and microstructural analysis (using scanning electron microscopy and X-ray diffraction). Comparing the strength of the mixtures with and without POFA, the results presented that short-term compressive strength was higher for mixtures with POFA. However, after longer curing the admixtures of higher kaolinite content with POFA reached significantly higher strength levels than the admixtures without POFA. This work brings new insights to the soil stabilization by alkaline activation providing a relatively new avenue for effective utilization of aluminosilicate source materials with parent-treated soils. The clay minerals of hosted soil play an important role in soil stabilization with alkaline activation that affects the behavior of binder with hosted soil.


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
DOI Number: https://doi.org/10.1007/s40891-019-0157-y
Publisher: Springer
Keywords: Soil stabilization; Ground improvement; Alkaline activation; Geopolymerisation
Depositing User: Nurul Ainie Mokhtar
Date Deposited: 27 May 2021 17:57
Last Modified: 27 May 2021 17:57
Altmetrics: http://www.altmetric.com/details.php?domain=psasir.upm.edu.my&doi=10.1007/s40891-019-0157-y
URI: http://psasir.upm.edu.my/id/eprint/79487
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