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:	M. R., Hainin, Putra Jaya, Ramadhansyah, H., Awang, M., Khairil Azman, M. R., Intan Suhana, 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/24218/ http://umpir.ump.edu.my/id/eprint/24218/ http://umpir.ump.edu.my/id/eprint/24218/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete%20with%20kaolin.pdf

id	ump-24218
recordtype	eprints
spelling	ump-242182019-07-16T06:45:22Z http://umpir.ump.edu.my/id/eprint/24218/ Marshall stability properties of asphaltic concrete with kaolin clay under aging M. R., Hainin Putra Jaya, Ramadhansyah H., Awang M., Khairil Azman M. R., Intan Suhana 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 cc_by http://umpir.ump.edu.my/id/eprint/24218/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete%20with%20kaolin.pdf M. R., Hainin and Putra Jaya, Ramadhansyah and H., Awang and M., Khairil Azman and M. R., Intan Suhana 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: IOP Conference Series: Earth and Environmental Science, The 12th International Civil Engineering Post Graduate Conference (SEPKA), The 3rd International Symposium on Expertise of Engineering Design (ISEED), 27-28 August 2018 , Johor, Malaysia. pp. 1-7., 220 (1). ISSN Online (1755-1315); Print (17551307) https://doi.org/10.1088/1755-1315/220/1/012040
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 M. R., Hainin Putra Jaya, Ramadhansyah H., Awang M., Khairil Azman M. R., Intan Suhana 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	M. R., Hainin Putra Jaya, Ramadhansyah H., Awang M., Khairil Azman M. R., Intan Suhana M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros
author_facet	M. R., Hainin Putra Jaya, Ramadhansyah H., Awang M., Khairil Azman M. R., Intan Suhana M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros
author_sort	M. R., Hainin
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/24218/ http://umpir.ump.edu.my/id/eprint/24218/ http://umpir.ump.edu.my/id/eprint/24218/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete%20with%20kaolin.pdf
first_indexed	2023-09-18T22:36:31Z
last_indexed	2023-09-18T22:36:31Z
_version_	1777416632326422528

Marshall stability properties of asphaltic concrete with kaolin clay under aging

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