Marshall stability properties of asphaltic concrete with kaolin clay under aging

The influence of kaolin clay on marshal stability properties of asphaltic concrete AC14 at different aging conditions was presented in this study. These aging conditions were named as un-aged, short-term, and long-term aging. The conventional asphalt binder of penetration grade 60/70 was used in thi...

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Main Authors:	Putra Jaya, Ramadhansyah, M.R., Hainin, H., Awang, K. A., Masri, Intan Suhana, Mohd Razelan, M., Nordiana, A. H., Norhidayah, Y., Haryati, I., Che Ros
Format:	Conference or Workshop Item
Language:	English
Published:	IOP Publishing 2019
Subjects:	TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/23155/ http://umpir.ump.edu.my/id/eprint/23155/ http://umpir.ump.edu.my/id/eprint/23155/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete.pdf

id	ump-23155
recordtype	eprints
spelling	ump-231552019-06-10T04:18:39Z http://umpir.ump.edu.my/id/eprint/23155/ Marshall stability properties of asphaltic concrete with kaolin clay under aging Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros TE Highway engineering. Roads and pavements The influence of kaolin clay on marshal stability properties of asphaltic concrete AC14 at different aging conditions was presented in this study. These aging conditions were named as un-aged, short-term, and long-term aging. The conventional asphalt binder of penetration grade 60/70 was used in this investigation. Four different levels of kaolin clay replacement were employed (i.e. 0%, 3%, 6%, and 9% by binder weight). Asphalt concrete mixes were prepared at selected optimum asphalt content (5%). The performance was evaluated based on Marshall Stability and voids characteristics. Results indicated the improving stability performance that the mixes modified with kaolin clay have under aging conditions. The result also showed that the use of 6% to 9% kaolin clay can produce more durable asphalt concrete mixtures with better serviceability. IOP Publishing 2019-02 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23155/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete.pdf Putra Jaya, Ramadhansyah and M.R., Hainin and H., Awang and K. A., Masri and Intan Suhana, Mohd Razelan and M., Nordiana and A. H., Norhidayah and Y., Haryati and I., Che Ros (2019) Marshall stability properties of asphaltic concrete with kaolin clay under aging. In: 12th International Civil Engineering Post Graduate Conference (SEPKA 2018) and 3rd International Symposium on Expertise of Engineering Design (ISEED 2018), 27-28th August 2018 , Johor Bahru. pp. 1-6., 220 (1). ISSN 1755-1307 https://iopscience.iop.org/article/10.1088/1755-1315/220/1/012040/pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TE Highway engineering. Roads and pavements
spellingShingle	TE Highway engineering. Roads and pavements Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros Marshall stability properties of asphaltic concrete with kaolin clay under aging
description	The influence of kaolin clay on marshal stability properties of asphaltic concrete AC14 at different aging conditions was presented in this study. These aging conditions were named as un-aged, short-term, and long-term aging. The conventional asphalt binder of penetration grade 60/70 was used in this investigation. Four different levels of kaolin clay replacement were employed (i.e. 0%, 3%, 6%, and 9% by binder weight). Asphalt concrete mixes were prepared at selected optimum asphalt content (5%). The performance was evaluated based on Marshall Stability and voids characteristics. Results indicated the improving stability performance that the mixes modified with kaolin clay have under aging conditions. The result also showed that the use of 6% to 9% kaolin clay can produce more durable asphalt concrete mixtures with better serviceability.
format	Conference or Workshop Item
author	Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros
author_facet	Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros
author_sort	Putra Jaya, Ramadhansyah
title	Marshall stability properties of asphaltic concrete with kaolin clay under aging
title_short	Marshall stability properties of asphaltic concrete with kaolin clay under aging
title_full	Marshall stability properties of asphaltic concrete with kaolin clay under aging
title_fullStr	Marshall stability properties of asphaltic concrete with kaolin clay under aging
title_full_unstemmed	Marshall stability properties of asphaltic concrete with kaolin clay under aging
title_sort	marshall stability properties of asphaltic concrete with kaolin clay under aging
publisher	IOP Publishing
publishDate	2019
url	http://umpir.ump.edu.my/id/eprint/23155/ http://umpir.ump.edu.my/id/eprint/23155/ http://umpir.ump.edu.my/id/eprint/23155/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete.pdf
first_indexed	2023-09-18T22:34:34Z
last_indexed	2023-09-18T22:34:34Z
_version_	1777416509701750784

Marshall stability properties of asphaltic concrete with kaolin clay under aging

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