Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures

The utilization of porous asphalt mixtures has become increasingly important. This type of pavement has been used in many developed countries for many years with the addition of by-products to reduce the consumption of aggregates in road construction. Recently, the Malaysian Public Works Department...

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Main Authors: Hainin, Mohd. Rosli, Rusbintardjo, Gatot, Hameed, Mohd. Anwar Sahul, Abdul Hassan, Norhidayah, Md. Yusoff, Nur Izzi
Format: Article
Published: Penerbit UTM Press 2014
Subjects:
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author Hainin, Mohd. Rosli
Rusbintardjo, Gatot
Hameed, Mohd. Anwar Sahul
Abdul Hassan, Norhidayah
Md. Yusoff, Nur Izzi
author_facet Hainin, Mohd. Rosli
Rusbintardjo, Gatot
Hameed, Mohd. Anwar Sahul
Abdul Hassan, Norhidayah
Md. Yusoff, Nur Izzi
author_sort Hainin, Mohd. Rosli
collection ePrints
description The utilization of porous asphalt mixtures has become increasingly important. This type of pavement has been used in many developed countries for many years with the addition of by-products to reduce the consumption of aggregates in road construction. Recently, the Malaysian Public Works Department (PWD) launched specifications for specialty mixtures and surface treatments, including porous asphalt. Therefore, this study was conducted to investigate the use of steel slag as a conventional aggregate replacement in porous asphalt mixtures. Two porous asphalt gradations, designated as Grade A and Grade B, were used in this study in accordance with the new specification - JKR/SPJ/2008-S4. Steel slag was chosen because its characteristics are quite similar to those of aggregates compared with other by-products such as crumb rubber, glass and many more. It was observed that steel slag aggregate meets all the criteria of the PWD specification except for the water absorption test. The samples of steel slag aggregate mixtures produced were tested for resilient modulus, rutting and permeability, which were later compared with conventional aggregate mixtures. The results show that there is a significant difference in terms of resilient modulus between the steel slag aggregate-based mixture and the conventional aggregate-based mixture. The same scenario was observed in the rutting test, where the steel slag aggregate mixture possesses a higher rut resistance. However the mixtures made from conventional aggregate had higher permeability values compared to the steel slag mixtures. It can be concluded that the use of steel slag could performed admirably during high traffic loading.
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spelling utm.eprints-631912017-06-15T03:08:34Z http://eprints.utm.my/63191/ Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures Hainin, Mohd. Rosli Rusbintardjo, Gatot Hameed, Mohd. Anwar Sahul Abdul Hassan, Norhidayah Md. Yusoff, Nur Izzi TA Engineering (General). Civil engineering (General) The utilization of porous asphalt mixtures has become increasingly important. This type of pavement has been used in many developed countries for many years with the addition of by-products to reduce the consumption of aggregates in road construction. Recently, the Malaysian Public Works Department (PWD) launched specifications for specialty mixtures and surface treatments, including porous asphalt. Therefore, this study was conducted to investigate the use of steel slag as a conventional aggregate replacement in porous asphalt mixtures. Two porous asphalt gradations, designated as Grade A and Grade B, were used in this study in accordance with the new specification - JKR/SPJ/2008-S4. Steel slag was chosen because its characteristics are quite similar to those of aggregates compared with other by-products such as crumb rubber, glass and many more. It was observed that steel slag aggregate meets all the criteria of the PWD specification except for the water absorption test. The samples of steel slag aggregate mixtures produced were tested for resilient modulus, rutting and permeability, which were later compared with conventional aggregate mixtures. The results show that there is a significant difference in terms of resilient modulus between the steel slag aggregate-based mixture and the conventional aggregate-based mixture. The same scenario was observed in the rutting test, where the steel slag aggregate mixture possesses a higher rut resistance. However the mixtures made from conventional aggregate had higher permeability values compared to the steel slag mixtures. It can be concluded that the use of steel slag could performed admirably during high traffic loading. Penerbit UTM Press 2014 Article PeerReviewed Hainin, Mohd. Rosli and Rusbintardjo, Gatot and Hameed, Mohd. Anwar Sahul and Abdul Hassan, Norhidayah and Md. Yusoff, Nur Izzi (2014) Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures. Jurnal Teknologi (Sciences and Engineering), 69 (1). pp. 67-73. ISSN 2180-3722 http://dx.doi.org/10.11113/jt.v69.2529 DOI :10.11113/jt.v69.2529
spellingShingle TA Engineering (General). Civil engineering (General)
Hainin, Mohd. Rosli
Rusbintardjo, Gatot
Hameed, Mohd. Anwar Sahul
Abdul Hassan, Norhidayah
Md. Yusoff, Nur Izzi
Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures
title Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures
title_full Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures
title_fullStr Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures
title_full_unstemmed Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures
title_short Utilisation of steel slag as an aggregate replacement in porous asphalt mixtures
title_sort utilisation of steel slag as an aggregate replacement in porous asphalt mixtures
topic TA Engineering (General). Civil engineering (General)
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