Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]

The effect of nanosilica (NS) on aging resistance as well as stiffness of asphalt binder was investigated. X-ray diffraction (XRD) was used to evaluate nanosilica dispersion in asphalt binder. Nanosilica modified binder (NSMB) samples were aged using the rolling thin film oven (RTFO) and pressure ag...

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Main Authors: Arshad, Ahmad Kamil, Samsudin, Mohamad Saifullah, Masri, Khairil Azman
Format: Article
Language:English
Published: Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM) 2019
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Online Access:http://ir.uitm.edu.my/id/eprint/36454/1/36454.pdf
http://ir.uitm.edu.my/id/eprint/36454/
https://jmeche.uitm.edu.my/
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Institution: Universiti Teknologi Mara
Language: English
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spelling my.uitm.ir.364542020-11-10T04:50:13Z http://ir.uitm.edu.my/id/eprint/36454/ Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.] Arshad, Ahmad Kamil Samsudin, Mohamad Saifullah Masri, Khairil Azman TJ Mechanical engineering and machinery The effect of nanosilica (NS) on aging resistance as well as stiffness of asphalt binder was investigated. X-ray diffraction (XRD) was used to evaluate nanosilica dispersion in asphalt binder. Nanosilica modified binder (NSMB) samples were aged using the rolling thin film oven (RTFO) and pressure aging vessel (PAV) to simulate short-term and long-term aging processes of asphalt binder before testing. The fourier transform infrared spectroscopy (FTIR) and dynamic shear rheometer (DSR) were carried out to obtain the chemical and rheological properties of NSMB. From the XRD test, it was found that the addition of NS changed the phase of the base asphalt binder from amorphous to semi-crystalline. FTIR spectroscopy showed that the addition of NS into the asphalt binder can delay and weaken the oxidation reaction binder which could improve the aging resistance. From DSR test, it was found that the addition of NS significantly increased the G*/sin δ value and decreased the strain value of asphalt binder. This showed that the addition of nanosilica in asphalt binder results in higher elasticity and is beneficial in increasing the rutting resistance compared to the base asphalt binder. Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM) 2019 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/36454/1/36454.pdf Arshad, Ahmad Kamil and Samsudin, Mohamad Saifullah and Masri, Khairil Azman (2019) Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]. Journal of Mechanical Engineering (JMechE), 16 (3). pp. 29-40. ISSN 1823-5514 ; 2550-164X https://jmeche.uitm.edu.my/
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic TJ Mechanical engineering and machinery
spellingShingle TJ Mechanical engineering and machinery
Arshad, Ahmad Kamil
Samsudin, Mohamad Saifullah
Masri, Khairil Azman
Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]
description The effect of nanosilica (NS) on aging resistance as well as stiffness of asphalt binder was investigated. X-ray diffraction (XRD) was used to evaluate nanosilica dispersion in asphalt binder. Nanosilica modified binder (NSMB) samples were aged using the rolling thin film oven (RTFO) and pressure aging vessel (PAV) to simulate short-term and long-term aging processes of asphalt binder before testing. The fourier transform infrared spectroscopy (FTIR) and dynamic shear rheometer (DSR) were carried out to obtain the chemical and rheological properties of NSMB. From the XRD test, it was found that the addition of NS changed the phase of the base asphalt binder from amorphous to semi-crystalline. FTIR spectroscopy showed that the addition of NS into the asphalt binder can delay and weaken the oxidation reaction binder which could improve the aging resistance. From DSR test, it was found that the addition of NS significantly increased the G*/sin δ value and decreased the strain value of asphalt binder. This showed that the addition of nanosilica in asphalt binder results in higher elasticity and is beneficial in increasing the rutting resistance compared to the base asphalt binder.
format Article
author Arshad, Ahmad Kamil
Samsudin, Mohamad Saifullah
Masri, Khairil Azman
author_facet Arshad, Ahmad Kamil
Samsudin, Mohamad Saifullah
Masri, Khairil Azman
author_sort Arshad, Ahmad Kamil
title Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]
title_short Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]
title_full Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]
title_fullStr Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]
title_full_unstemmed Engineering properties of Nanosilica modified asphalt binder/ Ahmad Kamil Arshad...[et al.]
title_sort engineering properties of nanosilica modified asphalt binder/ ahmad kamil arshad...[et al.]
publisher Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM)
publishDate 2019
url http://ir.uitm.edu.my/id/eprint/36454/1/36454.pdf
http://ir.uitm.edu.my/id/eprint/36454/
https://jmeche.uitm.edu.my/
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