Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber

Stone mastic asphalt (SMA) is well known as a high coarse aggregate content that interlocks to form a stone skeleton that resist permanent deformation. However, it facing a lot of problems such as rutting and stripping because of the high temperature and repeated axial load. It also suffers with cre...

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Main Authors: N. A. N., Azman, K. A., Masri, Putra Jaya, Ramadhansyah, Mohd Shamsul Azmi, Samsudin, A., Ismail, A. K., Arshad, E., Shaffie, A. H., Norhidayah, M. R., Hainin
Format: Conference or Workshop Item
Language:English
Published: 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/26512/
http://umpir.ump.edu.my/id/eprint/26512/1/Volumetric%20properties%20and%20resilient%20modulus%20of%20stone%20mastic.pdf
id ump-26512
recordtype eprints
spelling ump-265122019-11-19T08:01:12Z http://umpir.ump.edu.my/id/eprint/26512/ Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber N. A. N., Azman K. A., Masri Putra Jaya, Ramadhansyah Mohd Shamsul Azmi, Samsudin A., Ismail A. K., Arshad E., Shaffie A. H., Norhidayah M. R., Hainin TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Stone mastic asphalt (SMA) is well known as a high coarse aggregate content that interlocks to form a stone skeleton that resist permanent deformation. However, it facing a lot of problems such as rutting and stripping because of the high temperature and repeated axial load. It also suffers with creep issue. The cellulose fiber is a type of synthetic fiber that can enhance the properties of asphalt mixture. Thus, the aim of this study is to utilize the cellulose fiber that has high tensile strength to overcome the problem of SMA. Among the tests involve are Resilient Modulus, Marshall Stability and Cantabro Loss. From the results, it shows that the addition of cellulose fiber improved the recovery ability of asphalt binder. From each test, the addition of 0.2% cellulose fiber contributes to lowest value of abrasion, while 0.3% producing highest value of resilient modulus. Thus, the addition of cellulose fiber is capable in enhancing the properties of SMA. 2019 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26512/1/Volumetric%20properties%20and%20resilient%20modulus%20of%20stone%20mastic.pdf N. A. N., Azman and K. A., Masri and Putra Jaya, Ramadhansyah and Mohd Shamsul Azmi, Samsudin and A., Ismail and A. K., Arshad and E., Shaffie and A. H., Norhidayah and M. R., Hainin (2019) Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber. In: Proceedings of 3rd National Conference on Wind & Earthquake Engineering and 1st International Seminar On Sustainable Construction Engineering (NCWE & ISSCE 2019), 12-13 July 2019 , Kuala Lumpur, Malaysia. pp. 190-194..
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
spellingShingle TA Engineering (General). Civil engineering (General)
TE Highway engineering. Roads and pavements
N. A. N., Azman
K. A., Masri
Putra Jaya, Ramadhansyah
Mohd Shamsul Azmi, Samsudin
A., Ismail
A. K., Arshad
E., Shaffie
A. H., Norhidayah
M. R., Hainin
Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber
description Stone mastic asphalt (SMA) is well known as a high coarse aggregate content that interlocks to form a stone skeleton that resist permanent deformation. However, it facing a lot of problems such as rutting and stripping because of the high temperature and repeated axial load. It also suffers with creep issue. The cellulose fiber is a type of synthetic fiber that can enhance the properties of asphalt mixture. Thus, the aim of this study is to utilize the cellulose fiber that has high tensile strength to overcome the problem of SMA. Among the tests involve are Resilient Modulus, Marshall Stability and Cantabro Loss. From the results, it shows that the addition of cellulose fiber improved the recovery ability of asphalt binder. From each test, the addition of 0.2% cellulose fiber contributes to lowest value of abrasion, while 0.3% producing highest value of resilient modulus. Thus, the addition of cellulose fiber is capable in enhancing the properties of SMA.
format Conference or Workshop Item
author N. A. N., Azman
K. A., Masri
Putra Jaya, Ramadhansyah
Mohd Shamsul Azmi, Samsudin
A., Ismail
A. K., Arshad
E., Shaffie
A. H., Norhidayah
M. R., Hainin
author_facet N. A. N., Azman
K. A., Masri
Putra Jaya, Ramadhansyah
Mohd Shamsul Azmi, Samsudin
A., Ismail
A. K., Arshad
E., Shaffie
A. H., Norhidayah
M. R., Hainin
author_sort N. A. N., Azman
title Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber
title_short Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber
title_full Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber
title_fullStr Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber
title_full_unstemmed Volumetric Properties and Resilient Modulus of Stone Mastic Asphalt incorporating Cellulose Fiber
title_sort volumetric properties and resilient modulus of stone mastic asphalt incorporating cellulose fiber
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/26512/
http://umpir.ump.edu.my/id/eprint/26512/1/Volumetric%20properties%20and%20resilient%20modulus%20of%20stone%20mastic.pdf
first_indexed 2023-09-18T22:41:20Z
last_indexed 2023-09-18T22:41:20Z
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