Engineering Properties of Clayey Soil Stabilized with Lime

Kaolin soil represents the soft clay soil with a depleted bearing capacity and an elevated compressibility level. Thus, in order to hold up civil structures, the bearing capacity of kaolin soil needs to be raised. Several soil improvement procedures are currently available. These include soil replac...

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Main Authors:	Alrubaye, Ali Jamal, Muzamir, Hasan, Fattah, Mohammed Y.
Format:	Article
Language:	English English
Published:	Asian Research Publishing Network (ARPN) 2016
Subjects:	T Technology (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/13469/ http://umpir.ump.edu.my/id/eprint/13469/ http://umpir.ump.edu.my/id/eprint/13469/1/engineering%20properties%20of%20clayey%20soil%20stabilized%20with%20lime.pdf http://umpir.ump.edu.my/id/eprint/13469/7/fkasa-2016-muzamir-engineering%20properties%20of%20clayey%20soil%20stabilized%20with%20lime.pdf

id	ump-13469
recordtype	eprints
spelling	ump-134692018-02-06T07:48:25Z http://umpir.ump.edu.my/id/eprint/13469/ Engineering Properties of Clayey Soil Stabilized with Lime Alrubaye, Ali Jamal Muzamir, Hasan Fattah, Mohammed Y. T Technology (General) Kaolin soil represents the soft clay soil with a depleted bearing capacity and an elevated compressibility level. Thus, in order to hold up civil structures, the bearing capacity of kaolin soil needs to be raised. Several soil improvement procedures are currently available. These include soil replacement, preloading, corduroy and chemical stabilization. However, as these procedures are harmful to the environment, efforts to achieve soil stabilization ought to make use of materials that are environmentally friendly. The utilization of industrial waste that does not have a negative impact on the environment would represent a significant step forward in this area. Among the most frequently employed procedures to achieve soil stabilization is the utilization of a binder such as lime. This study puts forward an array of laboratory investigations to assess the influence of lime on the compressibility and swelling traits of soil. According to the findings, the liquid limit and plasticity index of soil is reduced with the introduction of lime. Pozzolanic reactions transpire due to the siliceous and aluminous nature of the material which has a negligible cementation value and is made up of large particles. This circumstance culminates in a reduction of the liquid limit. With a 9% application of lime, an elevation in the liquid limit was observed (a decrease in other reaction materials). This is attributed to the excessive presence of lime. The optimal water content rose from 20% to 23% with a 5% application of lime. The stabilizer content (lime) reduces the maximum dry density from 1.63 to 1.585 g/cm3. Lime content enhances the compressibility of soft clay by lowering the coefficient of volume compressibility (mv) reduces with increasing stabilizer content and the optimum percent for lime. This is a result of the reaction between lime and soil. Asian Research Publishing Network (ARPN) 2016-02 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13469/1/engineering%20properties%20of%20clayey%20soil%20stabilized%20with%20lime.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/13469/7/fkasa-2016-muzamir-engineering%20properties%20of%20clayey%20soil%20stabilized%20with%20lime.pdf Alrubaye, Ali Jamal and Muzamir, Hasan and Fattah, Mohammed Y. (2016) Engineering Properties of Clayey Soil Stabilized with Lime. ARPN Journal of Engineering and Applied Sciences, 11 (4). pp. 2434-2441. ISSN 1819-6608 http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0216_3664.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English
topic	T Technology (General)
spellingShingle	T Technology (General) Alrubaye, Ali Jamal Muzamir, Hasan Fattah, Mohammed Y. Engineering Properties of Clayey Soil Stabilized with Lime
description	Kaolin soil represents the soft clay soil with a depleted bearing capacity and an elevated compressibility level. Thus, in order to hold up civil structures, the bearing capacity of kaolin soil needs to be raised. Several soil improvement procedures are currently available. These include soil replacement, preloading, corduroy and chemical stabilization. However, as these procedures are harmful to the environment, efforts to achieve soil stabilization ought to make use of materials that are environmentally friendly. The utilization of industrial waste that does not have a negative impact on the environment would represent a significant step forward in this area. Among the most frequently employed procedures to achieve soil stabilization is the utilization of a binder such as lime. This study puts forward an array of laboratory investigations to assess the influence of lime on the compressibility and swelling traits of soil. According to the findings, the liquid limit and plasticity index of soil is reduced with the introduction of lime. Pozzolanic reactions transpire due to the siliceous and aluminous nature of the material which has a negligible cementation value and is made up of large particles. This circumstance culminates in a reduction of the liquid limit. With a 9% application of lime, an elevation in the liquid limit was observed (a decrease in other reaction materials). This is attributed to the excessive presence of lime. The optimal water content rose from 20% to 23% with a 5% application of lime. The stabilizer content (lime) reduces the maximum dry density from 1.63 to 1.585 g/cm3. Lime content enhances the compressibility of soft clay by lowering the coefficient of volume compressibility (mv) reduces with increasing stabilizer content and the optimum percent for lime. This is a result of the reaction between lime and soil.
format	Article
author	Alrubaye, Ali Jamal Muzamir, Hasan Fattah, Mohammed Y.
author_facet	Alrubaye, Ali Jamal Muzamir, Hasan Fattah, Mohammed Y.
author_sort	Alrubaye, Ali Jamal
title	Engineering Properties of Clayey Soil Stabilized with Lime
title_short	Engineering Properties of Clayey Soil Stabilized with Lime
title_full	Engineering Properties of Clayey Soil Stabilized with Lime
title_fullStr	Engineering Properties of Clayey Soil Stabilized with Lime
title_full_unstemmed	Engineering Properties of Clayey Soil Stabilized with Lime
title_sort	engineering properties of clayey soil stabilized with lime
publisher	Asian Research Publishing Network (ARPN)
publishDate	2016
url	http://umpir.ump.edu.my/id/eprint/13469/ http://umpir.ump.edu.my/id/eprint/13469/ http://umpir.ump.edu.my/id/eprint/13469/1/engineering%20properties%20of%20clayey%20soil%20stabilized%20with%20lime.pdf http://umpir.ump.edu.my/id/eprint/13469/7/fkasa-2016-muzamir-engineering%20properties%20of%20clayey%20soil%20stabilized%20with%20lime.pdf
first_indexed	2023-09-18T22:16:09Z
last_indexed	2023-09-18T22:16:09Z
_version_	1777415350383542272

Engineering Properties of Clayey Soil Stabilized with Lime

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