Resilient modulus of Malaysian base and subbase pavement materials

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Main Authors: Ahmad Kamil, Arshad, Mohd. Yusof, Abd. Rahman, Dr.
Other Authors: kamil_a@tm.net.my
Format: Article
Language:English
Published: The Institution of Engineers, Malaysia 2011
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Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/13647
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Institution: Universiti Malaysia Perlis
Language: English
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spelling my.unimap-136472011-09-04T04:28:44Z Resilient modulus of Malaysian base and subbase pavement materials Ahmad Kamil, Arshad Mohd. Yusof, Abd. Rahman, Dr. kamil_a@tm.net.my Base and subbase materials Flexible pavement design Pavement materials Resilient modulus Link to publisher's homepage at http://www.myiem.org.my/ Pavement design approach is shifting towards analytical or mechanistic-based procedures. Resilient modulus is a fundamental parameter used in the procedure and a study was carried out to characterise the parameter for base and subbase pavement materials used in Malaysia according to the Public Works Department of Malaysia’s (PWD) Specification for Road Works (JKR/SPJ/1988). This paper details the study and describes the materials tested, the methodology used and the results obtained from the study. In this study, base (Type II) and subbase (Type E) specimens of 100 mm diameter x 200 mm height were tested using the repeated load triaxial test in accordance with AASHTO T307-99. In addition, the test was carried out at different gradation compositions (but within the required gradation envelope) and moisture contents to study their effects on the resilient modulus value. From the test, the k-θ model was used to characterise the base and subbase materials. Finally, recommendations on a set of resilient modulus values for Malaysian base and subbase materials to be used for mechanistic design of flexible pavements were made, taking into account of the Malaysian environment. 2011-09-04T04:28:44Z 2011-09-04T04:28:44Z 2008-06 Article The Journal of the Institution of Engineers, Malaysia, vol. 69(2), 2008, pages 54-61 0126-513X http://www.myiem.org.my/content/iem_journal_2008-179.aspx http://hdl.handle.net/123456789/13647 en The Institution of Engineers, Malaysia
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Base and subbase materials
Flexible pavement design
Pavement materials
Resilient modulus
spellingShingle Base and subbase materials
Flexible pavement design
Pavement materials
Resilient modulus
Ahmad Kamil, Arshad
Mohd. Yusof, Abd. Rahman, Dr.
Resilient modulus of Malaysian base and subbase pavement materials
description Link to publisher's homepage at http://www.myiem.org.my/
author2 kamil_a@tm.net.my
author_facet kamil_a@tm.net.my
Ahmad Kamil, Arshad
Mohd. Yusof, Abd. Rahman, Dr.
format Article
author Ahmad Kamil, Arshad
Mohd. Yusof, Abd. Rahman, Dr.
author_sort Ahmad Kamil, Arshad
title Resilient modulus of Malaysian base and subbase pavement materials
title_short Resilient modulus of Malaysian base and subbase pavement materials
title_full Resilient modulus of Malaysian base and subbase pavement materials
title_fullStr Resilient modulus of Malaysian base and subbase pavement materials
title_full_unstemmed Resilient modulus of Malaysian base and subbase pavement materials
title_sort resilient modulus of malaysian base and subbase pavement materials
publisher The Institution of Engineers, Malaysia
publishDate 2011
url http://dspace.unimap.edu.my/xmlui/handle/123456789/13647
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