Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer

The main objective of this paper is to determine the optimum lime content (OLC) required for Pekan soft soil treatment program and its strength. The OLC will be determined using Eades-Grim pH test. Another testing that involved in this study are Atterberg Limit, Unconfined Compressive Strength and S...

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Main Author:	Azhani, Zukri
Format:	Article
Language:	English English
Published:	Elsevier Ltd 2012
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/3055/ http://umpir.ump.edu.my/id/eprint/3055/ http://umpir.ump.edu.my/id/eprint/3055/1/Paper_MUCET_2012.pdf http://umpir.ump.edu.my/id/eprint/3055/4/fkasa-2012-Pekan%20Soft%20Clay%20Treated%20With%20Hydrated%20Lime.pdf

id	ump-3055
recordtype	eprints
spelling	ump-30552018-02-05T07:24:31Z http://umpir.ump.edu.my/id/eprint/3055/ Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer Azhani, Zukri TA Engineering (General). Civil engineering (General) The main objective of this paper is to determine the optimum lime content (OLC) required for Pekan soft soil treatment program and its strength. The OLC will be determined using Eades-Grim pH test. Another testing that involved in this study are Atterberg Limit, Unconfined Compressive Strength and Standard Proctor Test. From the study, the optimum amount to stabilize the clay soil in this particular area and minimum amount of lime to raise soil pH level to 12 is 4%. The soil strength is reach 116kN/m2 while the maximum dry density and optimum moisture content for treated soil are 16kN/m3 and 13% respectively. All the samples tested reach a significant strength level when enough lime is provided. It can be concluded that, lime stabilization method can be used as a soil treatment program for Pekan Clay especially for road construction. Elsevier Ltd 2012 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/3055/1/Paper_MUCET_2012.pdf application/pdf en cc_by_nc_nd http://umpir.ump.edu.my/id/eprint/3055/4/fkasa-2012-Pekan%20Soft%20Clay%20Treated%20With%20Hydrated%20Lime.pdf Azhani, Zukri (2012) Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer. Procedia Engineering, 53. pp. 37-41. ISSN 1877-7058 http://dx.doi.org/10.1016/j.proeng.2013.02.006
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Azhani, Zukri Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer
description	The main objective of this paper is to determine the optimum lime content (OLC) required for Pekan soft soil treatment program and its strength. The OLC will be determined using Eades-Grim pH test. Another testing that involved in this study are Atterberg Limit, Unconfined Compressive Strength and Standard Proctor Test. From the study, the optimum amount to stabilize the clay soil in this particular area and minimum amount of lime to raise soil pH level to 12 is 4%. The soil strength is reach 116kN/m2 while the maximum dry density and optimum moisture content for treated soil are 16kN/m3 and 13% respectively. All the samples tested reach a significant strength level when enough lime is provided. It can be concluded that, lime stabilization method can be used as a soil treatment program for Pekan Clay especially for road construction.
format	Article
author	Azhani, Zukri
author_facet	Azhani, Zukri
author_sort	Azhani, Zukri
title	Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer
title_short	Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer
title_full	Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer
title_fullStr	Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer
title_full_unstemmed	Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer
title_sort	pekan soft clay treated with hydrated lime as a method of soil stabilizer
publisher	Elsevier Ltd
publishDate	2012
url	http://umpir.ump.edu.my/id/eprint/3055/ http://umpir.ump.edu.my/id/eprint/3055/ http://umpir.ump.edu.my/id/eprint/3055/1/Paper_MUCET_2012.pdf http://umpir.ump.edu.my/id/eprint/3055/4/fkasa-2012-Pekan%20Soft%20Clay%20Treated%20With%20Hydrated%20Lime.pdf
first_indexed	2023-09-18T21:57:04Z
last_indexed	2023-09-18T21:57:04Z
_version_	1777414150034554880

Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer

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