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...

Full description

Bibliographic Details
Main Author: Azhani, Zukri
Format: Article
Language:English
English
Published: Elsevier Ltd 2012
Subjects:
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