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Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin)

Stone Mastic Asphalt (SMA) is one type of asphalt mixture which is highly dependent on the method of compaction as compared to conventional Hot Mix Asphalt (HMA) mixture. A suitable laboratory compaction method which can closely simulate field compaction is evidently needed as future trend in asphal...

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التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: Mohd Jakarni, Fauzan, Muniandy, Ratnasamy, Hassim, Sudin, Mahmud, Ahmad Rodzi
التنسيق: مقال
اللغة:English
منشور في: Universiti Putra Malaysia Press 2010
الوصول للمادة أونلاين:http://psasir.upm.edu.my/id/eprint/9613/1/analysis.pdf
http://psasir.upm.edu.my/id/eprint/9613/
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id my.upm.eprints.9613
record_format eprints
spelling my.upm.eprints.96132015-12-29T08:04:48Z http://psasir.upm.edu.my/id/eprint/9613/ Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin) Mohd Jakarni, Fauzan Muniandy, Ratnasamy Hassim, Sudin Mahmud, Ahmad Rodzi Stone Mastic Asphalt (SMA) is one type of asphalt mixture which is highly dependent on the method of compaction as compared to conventional Hot Mix Asphalt (HMA) mixture. A suitable laboratory compaction method which can closely simulate field compaction is evidently needed as future trend in asphalt pavement industry all over the world is gradually changing over to the SMA due to its excellent performance characteristics. This study was conducted to evaluate the SMA slab mixtures compacted using a newly developed Turamesin roller compactor, designed to cater for laboratory compaction in field simulation conditions. As the newly developed compaction device, there is a need for evaluating the compacted slab dimensions (which include length, width, and thickness), analyzing the consistency of the measured parameters to verify the homogeneity of the compacted slabs and determining the reliability of Turamesin. A total of 15 slabs from three different types of asphalt mixtures were compacted, measured, and analyzed for their consistencies in terms of length, width, and thickness. Based on study the conducted, the compacted slabs were found to have problems in terms of the improperly compacted section of about 30 mm length at both ends of the slabs and the differences in the thickness between left- and right-side of the slab which were due to unequal load distribution from the roller compactor. The results obtained from this study have led to the development of Turamesin as an improved laboratory compaction device. Universiti Putra Malaysia Press 2010 Article PeerReviewed application/pdf en http://psasir.upm.edu.my/id/eprint/9613/1/analysis.pdf Mohd Jakarni, Fauzan and Muniandy, Ratnasamy and Hassim, Sudin and Mahmud, Ahmad Rodzi (2010) Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin). Pertanika Journal of Science & Technology, 18 (1). pp. 13-22. ISSN 0128-7680; ESSN: 2231-8526
institution Universiti Putra Malaysia
building UPM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Putra Malaysia
content_source UPM Institutional Repository
url_provider http://psasir.upm.edu.my/
language English
description Stone Mastic Asphalt (SMA) is one type of asphalt mixture which is highly dependent on the method of compaction as compared to conventional Hot Mix Asphalt (HMA) mixture. A suitable laboratory compaction method which can closely simulate field compaction is evidently needed as future trend in asphalt pavement industry all over the world is gradually changing over to the SMA due to its excellent performance characteristics. This study was conducted to evaluate the SMA slab mixtures compacted using a newly developed Turamesin roller compactor, designed to cater for laboratory compaction in field simulation conditions. As the newly developed compaction device, there is a need for evaluating the compacted slab dimensions (which include length, width, and thickness), analyzing the consistency of the measured parameters to verify the homogeneity of the compacted slabs and determining the reliability of Turamesin. A total of 15 slabs from three different types of asphalt mixtures were compacted, measured, and analyzed for their consistencies in terms of length, width, and thickness. Based on study the conducted, the compacted slabs were found to have problems in terms of the improperly compacted section of about 30 mm length at both ends of the slabs and the differences in the thickness between left- and right-side of the slab which were due to unequal load distribution from the roller compactor. The results obtained from this study have led to the development of Turamesin as an improved laboratory compaction device.
format Article
author Mohd Jakarni, Fauzan
Muniandy, Ratnasamy
Hassim, Sudin
Mahmud, Ahmad Rodzi
spellingShingle Mohd Jakarni, Fauzan
Muniandy, Ratnasamy
Hassim, Sudin
Mahmud, Ahmad Rodzi
Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin)
author_facet Mohd Jakarni, Fauzan
Muniandy, Ratnasamy
Hassim, Sudin
Mahmud, Ahmad Rodzi
author_sort Mohd Jakarni, Fauzan
title Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin)
title_short Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin)
title_full Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin)
title_fullStr Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin)
title_full_unstemmed Analysis of stone mastic asphalt (SMA) slab dimensions for evaluation of the newly developed roller compactor (Turamesin)
title_sort analysis of stone mastic asphalt (sma) slab dimensions for evaluation of the newly developed roller compactor (turamesin)
publisher Universiti Putra Malaysia Press
publishDate 2010
url http://psasir.upm.edu.my/id/eprint/9613/1/analysis.pdf
http://psasir.upm.edu.my/id/eprint/9613/
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score 13.251813

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