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Performance of nano kaolin clay as modified binder in porous asphalt mixture

The performance of porous asphalt (PA) mixture incorporating Nano kaolin clay (NKC) was presented in this study. The study covers basic properties of PA including morphology characteristic, penetration and softening point test. In addition, cantabro loss and resilient modulus test with regards to th...

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Main Authors: Ahmad, J., Jaya, R. P., Masri, K. A., Nurulain, C. M., Mohd. Warid, M. N., Abdul Hassan, N., Yaacob, H.
Format: Conference or Workshop Item
Language:English
Published: 2019
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/88926/1/RamadhansyahPutraJaya2019_PerformanceofNanoKaolinClay.pdf
http://eprints.utm.my/id/eprint/88926/
https://dx.doi.org/10.1088/1755-1315/244/1/012036
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spelling my.utm.889262020-12-29T04:43:03Z http://eprints.utm.my/id/eprint/88926/ Performance of nano kaolin clay as modified binder in porous asphalt mixture Ahmad, J. Jaya, R. P. Masri, K. A. Nurulain, C. M. Mohd. Warid, M. N. Abdul Hassan, N. Yaacob, H. TA Engineering (General). Civil engineering (General) The performance of porous asphalt (PA) mixture incorporating Nano kaolin clay (NKC) was presented in this study. The study covers basic properties of PA including morphology characteristic, penetration and softening point test. In addition, cantabro loss and resilient modulus test with regards to the variations of mix design of the PA was also examined. The kaolin clay used in this study has gone through the grinding process to produce the NKC with the percentage replacement of bitumen used was 3%, 5%, 7% and 9%. The results show that the used of NKC improved the physical properties of PA by reducing the penetration value, meanwhile increasing the softening point value. This indicates that NKC enhanced the temperature susceptibility of PA. The experimental result also show that NKC modified binder improved the durability and resistance to rutting and cracking of PA. Furthermore, 5% NKC is also considered as the optimum NKC proportion. The utilization of NKC is able to improve the physical and mechanical properties of PA. Therefore, it can conclude that the performance of PA is also enhanced with utilization of NKC in the bitumen. 2019 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/88926/1/RamadhansyahPutraJaya2019_PerformanceofNanoKaolinClay.pdf Ahmad, J. and Jaya, R. P. and Masri, K. A. and Nurulain, C. M. and Mohd. Warid, M. N. and Abdul Hassan, N. and Yaacob, H. (2019) Performance of nano kaolin clay as modified binder in porous asphalt mixture. In: 2nd National Colloquium on Wind and Earthquake Engineering, NCWE 2018, 17-18 Aug 2018, Swiss Garden Kuantan, Malaysia. https://dx.doi.org/10.1088/1755-1315/244/1/012036
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Ahmad, J.
Jaya, R. P.
Masri, K. A.
Nurulain, C. M.
Mohd. Warid, M. N.
Abdul Hassan, N.
Yaacob, H.
Performance of nano kaolin clay as modified binder in porous asphalt mixture
description The performance of porous asphalt (PA) mixture incorporating Nano kaolin clay (NKC) was presented in this study. The study covers basic properties of PA including morphology characteristic, penetration and softening point test. In addition, cantabro loss and resilient modulus test with regards to the variations of mix design of the PA was also examined. The kaolin clay used in this study has gone through the grinding process to produce the NKC with the percentage replacement of bitumen used was 3%, 5%, 7% and 9%. The results show that the used of NKC improved the physical properties of PA by reducing the penetration value, meanwhile increasing the softening point value. This indicates that NKC enhanced the temperature susceptibility of PA. The experimental result also show that NKC modified binder improved the durability and resistance to rutting and cracking of PA. Furthermore, 5% NKC is also considered as the optimum NKC proportion. The utilization of NKC is able to improve the physical and mechanical properties of PA. Therefore, it can conclude that the performance of PA is also enhanced with utilization of NKC in the bitumen.
format Conference or Workshop Item
author Ahmad, J.
Jaya, R. P.
Masri, K. A.
Nurulain, C. M.
Mohd. Warid, M. N.
Abdul Hassan, N.
Yaacob, H.
author_facet Ahmad, J.
Jaya, R. P.
Masri, K. A.
Nurulain, C. M.
Mohd. Warid, M. N.
Abdul Hassan, N.
Yaacob, H.
author_sort Ahmad, J.
title Performance of nano kaolin clay as modified binder in porous asphalt mixture
title_short Performance of nano kaolin clay as modified binder in porous asphalt mixture
title_full Performance of nano kaolin clay as modified binder in porous asphalt mixture
title_fullStr Performance of nano kaolin clay as modified binder in porous asphalt mixture
title_full_unstemmed Performance of nano kaolin clay as modified binder in porous asphalt mixture
title_sort performance of nano kaolin clay as modified binder in porous asphalt mixture
publishDate 2019
url http://eprints.utm.my/id/eprint/88926/1/RamadhansyahPutraJaya2019_PerformanceofNanoKaolinClay.pdf
http://eprints.utm.my/id/eprint/88926/
https://dx.doi.org/10.1088/1755-1315/244/1/012036
_version_ 1687393641810624512
score 13.211869

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