Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber

Stone Mastic Asphalt (SMA) is a gap-graded hot mix asphalt that contains a large percentage of course aggregate and bitumen filler mastic. SMA is suffered from severe binder drain down due to the gap graded aggregates mixtures. Large difference between the sizes of aggregate tend to reduce tensile s...

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Main Authors:	N. E., Jasni, K. A., Masri, Putra Jaya, Ramadhansyah, A. K., Arshad, E., Shaffie, J., Ahmad, Norhidayah, Abdul Hassan
Format:	Conference or Workshop Item
Language:	English
Published:	IOP Publishing 2020
Subjects:	TE Highway engineering. Roads and pavements
Online Access:	http://umpir.ump.edu.my/id/eprint/27229/ http://umpir.ump.edu.my/id/eprint/27229/ http://umpir.ump.edu.my/id/eprint/27229/1/Mechanical%20Performance%20of%20Stone%20Mastic%20Asphalt.pdf

id	ump-27229
recordtype	eprints
spelling	ump-272292020-01-14T04:58:42Z http://umpir.ump.edu.my/id/eprint/27229/ Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber N. E., Jasni K. A., Masri Putra Jaya, Ramadhansyah A. K., Arshad E., Shaffie J., Ahmad Norhidayah, Abdul Hassan TE Highway engineering. Roads and pavements Stone Mastic Asphalt (SMA) is a gap-graded hot mix asphalt that contains a large percentage of course aggregate and bitumen filler mastic. SMA is suffered from severe binder drain down due to the gap graded aggregates mixtures. Large difference between the sizes of aggregate tend to reduce tensile strength of the asphalt mixture. To overcome this, a type of fiber which is steel fiber is utilized to improve the tensile strength of SMA. Thus, the aim of this study is to increase the strength of SMA by utilizing steel fiber. To prepare SMA mixtures, specimens were compacted by applying 50 blows on each face using Marshall Compactor. Then, the modified specimens were tested to investigate the performance in terms of Los Angeles Abrasion Test, Marshall Stability Test, Resilient Modulus Test, and Dynamic Creep. From the results, it indicates that the addition of 0.3% fiber leads to better stability and stiffness while 0.5% fiber for resilient and enhanced modulus dynamic creep at 25°C and 0.4% fiber at 40°C. Thus, it can be concluded that the addition of steel fiber in the mixture significantly enhance the overall performance of SMA. IOP Publishing 2020 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/27229/1/Mechanical%20Performance%20of%20Stone%20Mastic%20Asphalt.pdf N. E., Jasni and K. A., Masri and Putra Jaya, Ramadhansyah and A. K., Arshad and E., Shaffie and J., Ahmad and Norhidayah, Abdul Hassan (2020) Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber. In: IOP Conference Series: Materials Science and Engineering, 3rd National Conference on Wind & Earthquake Engineering and International Seminar On Sustainable Construction Engineering, 12-13 July 2019 , Kuala Lumpur, Malaysia. pp. 1-7., 712 (012026). ISSN 1757-8981 (Print), 1757-899X (Online) https://doi.org/10.1088/1757-899X/712/1/012026
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 N. E., Jasni K. A., Masri Putra Jaya, Ramadhansyah A. K., Arshad E., Shaffie J., Ahmad Norhidayah, Abdul Hassan Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber
description	Stone Mastic Asphalt (SMA) is a gap-graded hot mix asphalt that contains a large percentage of course aggregate and bitumen filler mastic. SMA is suffered from severe binder drain down due to the gap graded aggregates mixtures. Large difference between the sizes of aggregate tend to reduce tensile strength of the asphalt mixture. To overcome this, a type of fiber which is steel fiber is utilized to improve the tensile strength of SMA. Thus, the aim of this study is to increase the strength of SMA by utilizing steel fiber. To prepare SMA mixtures, specimens were compacted by applying 50 blows on each face using Marshall Compactor. Then, the modified specimens were tested to investigate the performance in terms of Los Angeles Abrasion Test, Marshall Stability Test, Resilient Modulus Test, and Dynamic Creep. From the results, it indicates that the addition of 0.3% fiber leads to better stability and stiffness while 0.5% fiber for resilient and enhanced modulus dynamic creep at 25°C and 0.4% fiber at 40°C. Thus, it can be concluded that the addition of steel fiber in the mixture significantly enhance the overall performance of SMA.
format	Conference or Workshop Item
author	N. E., Jasni K. A., Masri Putra Jaya, Ramadhansyah A. K., Arshad E., Shaffie J., Ahmad Norhidayah, Abdul Hassan
author_facet	N. E., Jasni K. A., Masri Putra Jaya, Ramadhansyah A. K., Arshad E., Shaffie J., Ahmad Norhidayah, Abdul Hassan
author_sort	N. E., Jasni
title	Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber
title_short	Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber
title_full	Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber
title_fullStr	Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber
title_full_unstemmed	Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber
title_sort	mechanical performance of stone mastic asphalt incorporating steel fiber
publisher	IOP Publishing
publishDate	2020
url	http://umpir.ump.edu.my/id/eprint/27229/ http://umpir.ump.edu.my/id/eprint/27229/ http://umpir.ump.edu.my/id/eprint/27229/1/Mechanical%20Performance%20of%20Stone%20Mastic%20Asphalt.pdf
first_indexed	2023-09-18T22:42:44Z
last_indexed	2023-09-18T22:42:44Z
_version_	1777417022659887104

Mechanical Performance of Stone Mastic Asphalt Incorporating Steel Fiber

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