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...

Full description

Bibliographic Details
Main Authors:	Juraidah, A., Putra Jaya, Ramadhansyah, M., Khairil Azman, Nurulain, C. M., Muhammad Naqiuddin, Mohd Warid, Norhidayah, Abdul Hassan, Haryati, Yaacob, Nordiana, Mashros
Format:	Conference or Workshop Item
Language:	English English
Published:	IOP Publishing 2019
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/23447/ http://umpir.ump.edu.my/id/eprint/23447/ http://umpir.ump.edu.my/id/eprint/23447/1/Performance%20of%20Nano%20kaolin%20clay%20as%20modified%20binder%20in%20porous%20asphalt%20mixture.pdf http://umpir.ump.edu.my/id/eprint/23447/7/16%20Performance%20of%20Nano%20kaolin%20clay%20as%20modified%20binder%20in%20porous%20asphalt%20mixture.pdf

id	ump-23447
recordtype	eprints
spelling	ump-234472019-04-01T08:23:38Z http://umpir.ump.edu.my/id/eprint/23447/ Performance of Nano kaolin clay as modified binder in porous asphalt mixture Juraidah, A. Putra Jaya, Ramadhansyah M., Khairil Azman Nurulain, C. M. Muhammad Naqiuddin, Mohd Warid Norhidayah, Abdul Hassan Haryati, Yaacob Nordiana, Mashros 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. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23447/1/Performance%20of%20Nano%20kaolin%20clay%20as%20modified%20binder%20in%20porous%20asphalt%20mixture.pdf pdf en cc_by http://umpir.ump.edu.my/id/eprint/23447/7/16%20Performance%20of%20Nano%20kaolin%20clay%20as%20modified%20binder%20in%20porous%20asphalt%20mixture.pdf Juraidah, A. and Putra Jaya, Ramadhansyah and M., Khairil Azman and Nurulain, C. M. and Muhammad Naqiuddin, Mohd Warid and Norhidayah, Abdul Hassan and Haryati, Yaacob and Nordiana, Mashros (2019) Performance of Nano kaolin clay as modified binder in porous asphalt mixture. In: IOP Conference Series: Earth and Environmental Science, National Colloquium on Wind and Earthquake Engineering, 17-18 August 2018 , Kuantan, Pahang, Malaysia. p. 1., 244 (012036). ISSN 1755-1315 https://doi.org/10.1088/1755-1315/244/1/012036
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Juraidah, A. Putra Jaya, Ramadhansyah M., Khairil Azman Nurulain, C. M. Muhammad Naqiuddin, Mohd Warid Norhidayah, Abdul Hassan Haryati, Yaacob Nordiana, Mashros 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	Juraidah, A. Putra Jaya, Ramadhansyah M., Khairil Azman Nurulain, C. M. Muhammad Naqiuddin, Mohd Warid Norhidayah, Abdul Hassan Haryati, Yaacob Nordiana, Mashros
author_facet	Juraidah, A. Putra Jaya, Ramadhansyah M., Khairil Azman Nurulain, C. M. Muhammad Naqiuddin, Mohd Warid Norhidayah, Abdul Hassan Haryati, Yaacob Nordiana, Mashros
author_sort	Juraidah, A.
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
publisher	IOP Publishing
publishDate	2019
url	http://umpir.ump.edu.my/id/eprint/23447/ http://umpir.ump.edu.my/id/eprint/23447/ http://umpir.ump.edu.my/id/eprint/23447/1/Performance%20of%20Nano%20kaolin%20clay%20as%20modified%20binder%20in%20porous%20asphalt%20mixture.pdf http://umpir.ump.edu.my/id/eprint/23447/7/16%20Performance%20of%20Nano%20kaolin%20clay%20as%20modified%20binder%20in%20porous%20asphalt%20mixture.pdf
first_indexed	2023-09-18T22:35:06Z
last_indexed	2023-09-18T22:35:06Z
_version_	1777416543034933248

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

Similar Items