The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim

One of the most common approaches to dealing with problematic soils is stabilization, which aims to lessen their unfavourable characteristics. Cement and lime, which have excellent strength properties, are often employed in soil improvement projects. However, they require much energy to manufacture...

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Main Author:	Ibrahim, Sharina
Format:	Thesis
Language:	English
Published:	2024
Subjects:	Soils Soil science Including soil surveys, soil chemistry, soil structure, soil-plant relationships
Online Access:	https://ir.uitm.edu.my/id/eprint/107459/1/107459.pdf
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id	my-uitm-ir.107459
record_format	uketd_dc
spelling	my-uitm-ir.1074592024-12-09T22:44:59Z The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim 2024 Ibrahim, Sharina Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships One of the most common approaches to dealing with problematic soils is stabilization, which aims to lessen their unfavourable characteristics. Cement and lime, which have excellent strength properties, are often employed in soil improvement projects. However, they require much energy to manufacture and contribute to worldwide CO2 emissions. In order to mitigate the adverse effects caused by cement and lime, sustainable stabilizers must be developed from nontraditional sources like waste and by-products. The primary goal of the study was to examine the viability of using Ceramic Dust (CD), an industrial by-product, as a soil stabilizer, on its own or in combination with Hydrated Lime (L), Ordinary Portland Cement (OPC), or Ground Granulated Blast Furnace Slag (GGBS). This study examined the stabilizer`s engineering characteristics by conducting laboratory experiments such as Atterberg limits, Standard Proctor Compaction, Unconfined Compressive Strength (UCS), linear expansion (LE), durability, California Bearing Ratio (CBR), and permeability. During the preliminary stage of the research, compacted cylinders of laterite soil (LS) stabilized with primary stabilizers, denoted as S1L, S1P, S1G, and S1C; secondary stabilizers of S2L and S2P; and tertiary stabilizers of S3L and S3P were fabricated. 2024 Thesis https://ir.uitm.edu.my/id/eprint/107459/ https://ir.uitm.edu.my/id/eprint/107459/1/107459.pdf text en public phd doctoral Universiti Teknologi MARA (UiTM) College of Built Environment
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
topic	Soils Soil science Including soil surveys, soil chemistry, soil structure, soil-plant relationships
spellingShingle	Soils Soil science Including soil surveys, soil chemistry, soil structure, soil-plant relationships Ibrahim, Sharina The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim
description	One of the most common approaches to dealing with problematic soils is stabilization, which aims to lessen their unfavourable characteristics. Cement and lime, which have excellent strength properties, are often employed in soil improvement projects. However, they require much energy to manufacture and contribute to worldwide CO2 emissions. In order to mitigate the adverse effects caused by cement and lime, sustainable stabilizers must be developed from nontraditional sources like waste and by-products. The primary goal of the study was to examine the viability of using Ceramic Dust (CD), an industrial by-product, as a soil stabilizer, on its own or in combination with Hydrated Lime (L), Ordinary Portland Cement (OPC), or Ground Granulated Blast Furnace Slag (GGBS). This study examined the stabilizer`s engineering characteristics by conducting laboratory experiments such as Atterberg limits, Standard Proctor Compaction, Unconfined Compressive Strength (UCS), linear expansion (LE), durability, California Bearing Ratio (CBR), and permeability. During the preliminary stage of the research, compacted cylinders of laterite soil (LS) stabilized with primary stabilizers, denoted as S1L, S1P, S1G, and S1C; secondary stabilizers of S2L and S2P; and tertiary stabilizers of S3L and S3P were fabricated.
format	Thesis
qualification_name	Doctor of Philosophy (PhD.)
qualification_level	Doctorate
author	Ibrahim, Sharina
author_facet	Ibrahim, Sharina
author_sort	Ibrahim, Sharina
title	The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim
title_short	The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim
title_full	The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim
title_fullStr	The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim
title_full_unstemmed	The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim
title_sort	development of sustainable soil stabilizer utilizing ceramic dust / sharina ibrahim
granting_institution	Universiti Teknologi MARA (UiTM)
granting_department	College of Built Environment
publishDate	2024
url	https://ir.uitm.edu.my/id/eprint/107459/1/107459.pdf
_version_	1818588225515552768

The development of sustainable soil stabilizer utilizing ceramic dust / Sharina Ibrahim

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