A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia

A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia

This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluation of its properties in natural state and after stabilization. The main objectives of this paper is to estimate the optimum lime content (OLC) needed to stabilize the soil by using Eades-Grim pH Test...

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Main Authors: Azhani, Zukri, Nadiatul Adilah, Ahmad Abdul Ghani
Format: Article
Language:English
Published: scientific.net 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/10230/
http://umpir.ump.edu.my/id/eprint/10230/
http://umpir.ump.edu.my/id/eprint/10230/
http://umpir.ump.edu.my/id/eprint/10230/1/A%20Study%20of%20Soil%20Stabilization%20by%20Hydrated%20Lime%20at%20Kampung%20Kedaik%20Asal%2C%20Rompin%2C%20Pahang%2C%20Malaysia.pdf
id ump-10230
recordtype eprints
spelling ump-102302018-02-05T01:10:40Z http://umpir.ump.edu.my/id/eprint/10230/ A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia Azhani, Zukri Nadiatul Adilah, Ahmad Abdul Ghani TA Engineering (General). Civil engineering (General) This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluation of its properties in natural state and after stabilization. The main objectives of this paper is to estimate the optimum lime content (OLC) needed to stabilize the soil by using Eades-Grim pH Test, to determine the optimum moisture content (OMC) and maximum dry density (MDD) of the treated soil by Standard Proctor Test and also the strength value of the soil specimens with different percentages of lime content corresponding with different curing period by Unconfined Compressive Strength (UCS) Test. From this study, the optimum amount to stabilize the clay soil and minimum amount of lime required to stabilize the soil pH level to 12 is 5%. The results showed that addition of lime decreased the maximum dry density (MDD) and increased the optimum moisture content (OMC). Unconfined compressive test on 48 sets of samples has been carried out for 7, 14 and 28 days of curing with different lime contents such as 5%, 7% and 9%. The highest unconfined compressive strength (UCS) achieved is 321 kN/m2 for clay stabilized with 9% lime content cured at 28 days. From the test results, it was found that the longer the immersion of curing period with higher lime content, the greater the compressive strength of the specimen. scientific.net 2014 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10230/1/A%20Study%20of%20Soil%20Stabilization%20by%20Hydrated%20Lime%20at%20Kampung%20Kedaik%20Asal%2C%20Rompin%2C%20Pahang%2C%20Malaysia.pdf Azhani, Zukri and Nadiatul Adilah, Ahmad Abdul Ghani (2014) A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia. Applied Mechanics and Materials, 695. pp. 738-741. ISSN 1662-7482 http://www.scientific.net/AMM.695.738 doi: 10.4028/www.scientific.net/AMM.695.738
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Azhani, Zukri
Nadiatul Adilah, Ahmad Abdul Ghani
A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia
description This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluation of its properties in natural state and after stabilization. The main objectives of this paper is to estimate the optimum lime content (OLC) needed to stabilize the soil by using Eades-Grim pH Test, to determine the optimum moisture content (OMC) and maximum dry density (MDD) of the treated soil by Standard Proctor Test and also the strength value of the soil specimens with different percentages of lime content corresponding with different curing period by Unconfined Compressive Strength (UCS) Test. From this study, the optimum amount to stabilize the clay soil and minimum amount of lime required to stabilize the soil pH level to 12 is 5%. The results showed that addition of lime decreased the maximum dry density (MDD) and increased the optimum moisture content (OMC). Unconfined compressive test on 48 sets of samples has been carried out for 7, 14 and 28 days of curing with different lime contents such as 5%, 7% and 9%. The highest unconfined compressive strength (UCS) achieved is 321 kN/m2 for clay stabilized with 9% lime content cured at 28 days. From the test results, it was found that the longer the immersion of curing period with higher lime content, the greater the compressive strength of the specimen.
format Article
author Azhani, Zukri
Nadiatul Adilah, Ahmad Abdul Ghani
author_facet Azhani, Zukri
Nadiatul Adilah, Ahmad Abdul Ghani
author_sort Azhani, Zukri
title A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia
title_short A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia
title_full A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia
title_fullStr A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia
title_full_unstemmed A Study of Soil Stabilization by Hydrated Lime at Kampung Kedaik Asal, Rompin, Pahang, Malaysia
title_sort study of soil stabilization by hydrated lime at kampung kedaik asal, rompin, pahang, malaysia
publisher scientific.net
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/10230/
http://umpir.ump.edu.my/id/eprint/10230/
http://umpir.ump.edu.my/id/eprint/10230/
http://umpir.ump.edu.my/id/eprint/10230/1/A%20Study%20of%20Soil%20Stabilization%20by%20Hydrated%20Lime%20at%20Kampung%20Kedaik%20Asal%2C%20Rompin%2C%20Pahang%2C%20Malaysia.pdf
first_indexed 2023-09-18T22:09:37Z
last_indexed 2023-09-18T22:09:37Z
_version_ 1777414939772715008

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