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...
| Main Authors: | , , , , , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2019
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/26512/1/Volumetric%20properties%20and%20resilient%20modulus%20of%20stone%20mastic.pdf |
| _version_ | 1796993683434766336 |
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| 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 |
| collection | UMP |
| 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. |
| first_indexed | 2024-03-06T12:37:24Z |
| format | Conference or Workshop Item |
| id | UMPir26512 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:37:24Z |
| publishDate | 2019 |
| record_format | dspace |
| spelling | UMPir265122019-11-19T08:01:12Z 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.. |
| 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 |
| title | 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_short | 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 |
| topic | TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements |
| url | http://umpir.ump.edu.my/id/eprint/26512/1/Volumetric%20properties%20and%20resilient%20modulus%20of%20stone%20mastic.pdf |
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