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Performance of bottom ash treated peat soil in reducing compressibility

Peat soil is an unsuitable for construction purpose because of its natural properties (high compressibility, low shear strength and high initial water content). This research was done to study the performance of bottom ash treated peat soil in reducing compressibility. The specific amount of OPC (co...

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Main Author: Mohammad Wijdan, Noor Mahadi
Format: Undergraduates Project Papers
Language:English
Published: 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/26156/1/Performance%20of%20bottom%20ash%20treated%20peat%20soil.pdf
http://umpir.ump.edu.my/id/eprint/26156/
https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7828
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spelling my.ump.umpir.261562019-10-18T03:03:02Z http://umpir.ump.edu.my/id/eprint/26156/ Performance of bottom ash treated peat soil in reducing compressibility Mohammad Wijdan, Noor Mahadi TA Engineering (General). Civil engineering (General) Peat soil is an unsuitable for construction purpose because of its natural properties (high compressibility, low shear strength and high initial water content). This research was done to study the performance of bottom ash treated peat soil in reducing compressibility. The specific amount of OPC (control variable) used as a binders and proportion of bottom ash (manipulate variable) in a series of laboratory test were conducted. This research aims were to determine the relationship between linear shrinkage limit and moisture content of the peat soil before and after stabilization, the relationship between linear shrinkage limit and the fiber content with organic content in peat soil before and after stabilization and to measure the effects of linear shrinkage limit in reducing settlement before and after stabilization. Several test has been done to determine the engineering properties and to obtain the objective of the research such as specific gravity test, pH value test, water content, fiber content, organic content, and linear shrinkage limit. The results proved that Bottom Ash could be used as one of the stabilization agent in reducing the compressibility of the peat soil. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26156/1/Performance%20of%20bottom%20ash%20treated%20peat%20soil.pdf Mohammad Wijdan, Noor Mahadi (2018) Performance of bottom ash treated peat soil in reducing compressibility. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7828
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mohammad Wijdan, Noor Mahadi
Performance of bottom ash treated peat soil in reducing compressibility
description Peat soil is an unsuitable for construction purpose because of its natural properties (high compressibility, low shear strength and high initial water content). This research was done to study the performance of bottom ash treated peat soil in reducing compressibility. The specific amount of OPC (control variable) used as a binders and proportion of bottom ash (manipulate variable) in a series of laboratory test were conducted. This research aims were to determine the relationship between linear shrinkage limit and moisture content of the peat soil before and after stabilization, the relationship between linear shrinkage limit and the fiber content with organic content in peat soil before and after stabilization and to measure the effects of linear shrinkage limit in reducing settlement before and after stabilization. Several test has been done to determine the engineering properties and to obtain the objective of the research such as specific gravity test, pH value test, water content, fiber content, organic content, and linear shrinkage limit. The results proved that Bottom Ash could be used as one of the stabilization agent in reducing the compressibility of the peat soil.
format Undergraduates Project Papers
author Mohammad Wijdan, Noor Mahadi
author_facet Mohammad Wijdan, Noor Mahadi
author_sort Mohammad Wijdan, Noor Mahadi
title Performance of bottom ash treated peat soil in reducing compressibility
title_short Performance of bottom ash treated peat soil in reducing compressibility
title_full Performance of bottom ash treated peat soil in reducing compressibility
title_fullStr Performance of bottom ash treated peat soil in reducing compressibility
title_full_unstemmed Performance of bottom ash treated peat soil in reducing compressibility
title_sort performance of bottom ash treated peat soil in reducing compressibility
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/26156/1/Performance%20of%20bottom%20ash%20treated%20peat%20soil.pdf
http://umpir.ump.edu.my/id/eprint/26156/
https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7828
_version_ 1648741267876610048
score 13.211869

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