Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials

Due to rapid development and scarcity of land with good and desirable soil for civil infrastructure, the development projects shifted to the site with problematic soil such as soft soil. Construction of pavement subgrade layer with soft soil is hampered by their low strength and high deformability...

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Main Author:	Striprabu, A/L Strimari
Format:	Thesis
Language:	English English
Published:	2018
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://ir.unimas.my/id/eprint/24786/1/Behaviour%20of%20Sarawak%20Clayey%20Soil%20using%20Various%20by%20Product%20Additives...%2824%20pgs%29.pdf http://ir.unimas.my/id/eprint/24786/4/Striprabu%20AIL%20Strimari.pdf
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id	my-unimas-ir.24786
record_format	uketd_dc
spelling	my-unimas-ir.247862023-07-27T04:41:41Z Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials 2018 Striprabu, A/L Strimari TA Engineering (General). Civil engineering (General) Due to rapid development and scarcity of land with good and desirable soil for civil infrastructure, the development projects shifted to the site with problematic soil such as soft soil. Construction of pavement subgrade layer with soft soil is hampered by their low strength and high deformability which causes difficulties such as stability deficiency and high settlements which exhibit insufficient strength to support the pavement traffic loading. Chemical stabilisation of clay soils in Sarawak using Fly Ash (FA), Rice Husk Ash (RHA) and Palm Oil Fuel Ash (POF A) was carried out due to their potential benefit to improve engineering properties of weak subgrade soil through cementitious products. Three different soils from Sri Arnan, Serian and Kuching divisions were collected and considered in this study to represent a range of subgrade soil in Sarawak based on different clay content. All tested clay soils are categorised as high plasticity silty clay. Universiti Malaysia Sarawak (UNIMAS) 2018 Thesis http://ir.unimas.my/id/eprint/24786/ http://ir.unimas.my/id/eprint/24786/1/Behaviour%20of%20Sarawak%20Clayey%20Soil%20using%20Various%20by%20Product%20Additives...%2824%20pgs%29.pdf text en public http://ir.unimas.my/id/eprint/24786/4/Striprabu%20AIL%20Strimari.pdf text en validuser masters Universiti Malaysia Sarawak Faculty of Engineering
institution	Universiti Malaysia Sarawak
collection	UNIMAS Institutional Repository
language	English English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Striprabu, A/L Strimari Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials
description	Due to rapid development and scarcity of land with good and desirable soil for civil infrastructure, the development projects shifted to the site with problematic soil such as soft soil. Construction of pavement subgrade layer with soft soil is hampered by their low strength and high deformability which causes difficulties such as stability deficiency and high settlements which exhibit insufficient strength to support the pavement traffic loading. Chemical stabilisation of clay soils in Sarawak using Fly Ash (FA), Rice Husk Ash (RHA) and Palm Oil Fuel Ash (POF A) was carried out due to their potential benefit to improve engineering properties of weak subgrade soil through cementitious products. Three different soils from Sri Arnan, Serian and Kuching divisions were collected and considered in this study to represent a range of subgrade soil in Sarawak based on different clay content. All tested clay soils are categorised as high plasticity silty clay.
format	Thesis
qualification_level	Master's degree
author	Striprabu, A/L Strimari
author_facet	Striprabu, A/L Strimari
author_sort	Striprabu, A/L Strimari
title	Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials
title_short	Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials
title_full	Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials
title_fullStr	Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials
title_full_unstemmed	Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials
title_sort	behaviour of sarawak clayey soil using various by-product additives stabiliser for potential subgrade materials
granting_institution	Universiti Malaysia Sarawak
granting_department	Faculty of Engineering
publishDate	2018
url	http://ir.unimas.my/id/eprint/24786/1/Behaviour%20of%20Sarawak%20Clayey%20Soil%20using%20Various%20by%20Product%20Additives...%2824%20pgs%29.pdf http://ir.unimas.my/id/eprint/24786/4/Striprabu%20AIL%20Strimari.pdf
_version_	1783728269416202240

Behaviour of Sarawak Clayey Soil using Various By-Product Additives Stabiliser for Potential Subgrade Materials

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