California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer

California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer

Nowadays, the application of usmg high density polyethylene (HDPE) especially for storage and marketing of many liquids product are increased day by day. The design of these containers is usually for spot use with short life span and the consumer will discard them after used because of those we have...

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Bibliographic Details
Main Author: Mohd Zulfadli, Juhari
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/13477/
http://umpir.ump.edu.my/id/eprint/13477/
http://umpir.ump.edu.my/id/eprint/13477/1/MOHD%20ZULFADLI%20JUHARI.pdf
id ump-13477
recordtype eprints
spelling ump-134772016-08-24T03:11:47Z http://umpir.ump.edu.my/id/eprint/13477/ California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer Mohd Zulfadli, Juhari TA Engineering (General). Civil engineering (General) Nowadays, the application of usmg high density polyethylene (HDPE) especially for storage and marketing of many liquids product are increased day by day. The design of these containers is usually for spot use with short life span and the consumer will discard them after used because of those we have to promote the utilizing of HDPE as polluted material as in road construction. The expecting municipal waste production in Malaysia will increase up to 300,000 tons near to 2020 which is from the human life. By this fact, the waste material from HDPE product such as plastic container also will be increase. That polluted waste can be as additives material in soil stabilization for road construction in Kuantan clay subgrade. This study proposed an assessment of the utilization of HDPE fibers as stabilizer of clay subgrade. The research will be conducted several of contents of HDPE fibers from waste plastic mixed with Kuantan clay as a samples. A series of California Bearing Ratio (CBR) test will carry out to the soil samples to estimates the optimum mixture design. The samples will set up by mixing soil samples with several of HDPE fibers and at optimum water content. By depending engineering properties of soils, it will stabilize the soft sub grade. The amount of HDPE tried were 3%, 6% and 9% by total weight. The proposed technique can be used to advantage in. ground improvement and modification for highway project also in embankment project. 2012 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13477/1/MOHD%20ZULFADLI%20JUHARI.pdf Mohd Zulfadli, Juhari (2012) California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76361&theme=UMP2
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)
Mohd Zulfadli, Juhari
California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer
description Nowadays, the application of usmg high density polyethylene (HDPE) especially for storage and marketing of many liquids product are increased day by day. The design of these containers is usually for spot use with short life span and the consumer will discard them after used because of those we have to promote the utilizing of HDPE as polluted material as in road construction. The expecting municipal waste production in Malaysia will increase up to 300,000 tons near to 2020 which is from the human life. By this fact, the waste material from HDPE product such as plastic container also will be increase. That polluted waste can be as additives material in soil stabilization for road construction in Kuantan clay subgrade. This study proposed an assessment of the utilization of HDPE fibers as stabilizer of clay subgrade. The research will be conducted several of contents of HDPE fibers from waste plastic mixed with Kuantan clay as a samples. A series of California Bearing Ratio (CBR) test will carry out to the soil samples to estimates the optimum mixture design. The samples will set up by mixing soil samples with several of HDPE fibers and at optimum water content. By depending engineering properties of soils, it will stabilize the soft sub grade. The amount of HDPE tried were 3%, 6% and 9% by total weight. The proposed technique can be used to advantage in. ground improvement and modification for highway project also in embankment project.
format Undergraduates Project Papers
author Mohd Zulfadli, Juhari
author_facet Mohd Zulfadli, Juhari
author_sort Mohd Zulfadli, Juhari
title California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer
title_short California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer
title_full California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer
title_fullStr California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer
title_full_unstemmed California Bearing Ratio (CBR) improvement of Kuantan clay subgrade by using high density polyethylene (HDPE) as stabilizer
title_sort california bearing ratio (cbr) improvement of kuantan clay subgrade by using high density polyethylene (hdpe) as stabilizer
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/13477/
http://umpir.ump.edu.my/id/eprint/13477/
http://umpir.ump.edu.my/id/eprint/13477/1/MOHD%20ZULFADLI%20JUHARI.pdf
first_indexed 2023-09-18T22:16:10Z
last_indexed 2023-09-18T22:16:10Z
_version_ 1777415351577870336

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