Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo

Malaysia can be considered as a developing country. There are many mega projects had been construct all over place in Malaysia. Sepang Circuit is the one of major project that had been done on the problematic soil. In general, it is consists of an accumulative of highly organic material. These ar...

Full description

Bibliographic Details
Main Author:	Apo, Mustan
Format:	Student Project
Language:	English
Published:	Faculty Of Civil Engineering 2006
Subjects:	Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc. Soil stabilization. Including soil compaction
Online Access:	http://ir.uitm.edu.my/id/eprint/21639/ http://ir.uitm.edu.my/id/eprint/21639/1/PPb_MUSTAN%20APO%20EC%20P%2006.pdf

id	uitm-21639
recordtype	eprints
spelling	uitm-216392018-10-23T10:03:53Z http://ir.uitm.edu.my/id/eprint/21639/ Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo Apo, Mustan Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc. Soil stabilization. Including soil compaction Malaysia can be considered as a developing country. There are many mega projects had been construct all over place in Malaysia. Sepang Circuit is the one of major project that had been done on the problematic soil. In general, it is consists of an accumulative of highly organic material. These are very compressible and entirely unsuitable for supporting building foundation. This study, effect of lime on peat soil has been investigated. Lime are prepared in two different mixture, lime powder and lime slurry. The test has been repeated after the addition of lime-treated samples in different proportions. Compressive stress under this two type of mixture is evaluated by unconfined compressive stress test, and the performance of this admixture will be compared. From the past research found that, the more content of lime the more improvement on soil especially in physical and engineering properties. In this test, the stabilization of soil samples conducted of three different proportions which are 3%, 6% and 9%. The unconfined compressive stress is also increased with long curing period. In these research three types of curing is considered there are immediate, 3 days cured and 7 days curing period. In this study, the value of California Bearing Ratio of soil treated is also evaluated. Lime slurry as admixture for CBR test since it is more effective compared to lime powder admixture. Sample prepared is similar with UCT test preparation. It is found that the CBR value is increase with increasing lime percentage and long time period. Faculty Of Civil Engineering 2006-11-15 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/21639/1/PPb_MUSTAN%20APO%20EC%20P%2006.pdf Apo, Mustan (2006) Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo. [Student Project] (Submitted)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc. Soil stabilization. Including soil compaction
spellingShingle	Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc. Soil stabilization. Including soil compaction Apo, Mustan Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo
description	Malaysia can be considered as a developing country. There are many mega projects had been construct all over place in Malaysia. Sepang Circuit is the one of major project that had been done on the problematic soil. In general, it is consists of an accumulative of highly organic material. These are very compressible and entirely unsuitable for supporting building foundation. This study, effect of lime on peat soil has been investigated. Lime are prepared in two different mixture, lime powder and lime slurry. The test has been repeated after the addition of lime-treated samples in different proportions. Compressive stress under this two type of mixture is evaluated by unconfined compressive stress test, and the performance of this admixture will be compared. From the past research found that, the more content of lime the more improvement on soil especially in physical and engineering properties. In this test, the stabilization of soil samples conducted of three different proportions which are 3%, 6% and 9%. The unconfined compressive stress is also increased with long curing period. In these research three types of curing is considered there are immediate, 3 days cured and 7 days curing period. In this study, the value of California Bearing Ratio of soil treated is also evaluated. Lime slurry as admixture for CBR test since it is more effective compared to lime powder admixture. Sample prepared is similar with UCT test preparation. It is found that the CBR value is increase with increasing lime percentage and long time period.
format	Student Project
author	Apo, Mustan
author_facet	Apo, Mustan
author_sort	Apo, Mustan
title	Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo
title_short	Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo
title_full	Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo
title_fullStr	Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo
title_full_unstemmed	Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo
title_sort	study on the performance of the soil stabilisation of peat soil using hydrated lime / mustan apo
publisher	Faculty Of Civil Engineering
publishDate	2006
url	http://ir.uitm.edu.my/id/eprint/21639/ http://ir.uitm.edu.my/id/eprint/21639/1/PPb_MUSTAN%20APO%20EC%20P%2006.pdf
first_indexed	2023-09-18T23:07:00Z
last_indexed	2023-09-18T23:07:00Z
_version_	1777418550202335232

Study on the performance of the soil stabilisation of peat soil using hydrated lime / Mustan Apo

Similar Items