Performance of stone mastic asphalt incorporating Kenaf fiber
Stone mastic asphalt (SMA) is a type of gap-graded asphalt mixture that contain large gap between big size and small size of aggregate. These criteria tend to reduce the tensile strength of mixture. To solve this, SMA usually mixed with synthetic fiber to increase tensile strength. However, syntheti...
| Main Authors: | , , , |
|---|---|
| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
IOP Publishing
2021
|
| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/31640/ http://umpir.ump.edu.my/id/eprint/31640/7/Performance%20of%20Stone%20Mastic%20Asphalt.pdf |
| _version_ | 1848823818687086592 |
|---|---|
| author | S. M. Z., Nur Syafiqah K. A., Masri N. E., Jasni M., Hasan |
| author_facet | S. M. Z., Nur Syafiqah K. A., Masri N. E., Jasni M., Hasan |
| author_sort | S. M. Z., Nur Syafiqah |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Stone mastic asphalt (SMA) is a type of gap-graded asphalt mixture that contain large gap between big size and small size of aggregate. These criteria tend to reduce the tensile strength of mixture. To solve this, SMA usually mixed with synthetic fiber to increase tensile strength. However, synthetic fiber is costly and rarely obtained from local supplies. Thus, the aim of this study is to utilize different percentages of natural fiber which is kenaf fiber in SMA to overcome issues related to SMA. Among the test involved were LA Abrasion, Marshall Stability, Resilient Modulus, and Dynamic Creep. From the results, it shows that the addition of 0.2% fiber contributes to lowest value of abrasion. In addition, 0.2% fiber also produces the highest density of SMA20 (Stone Mastic Asphalt Grade 20). It could be seen that 0.6% of kenaf fiber producing highest value of resilient modulus. Dynamic creep also shows a significant value for 0.2% amount of kenaf fiber. Thus, it can be concluded that the existence of fiber is capable in enhancing the performance of SMA which is evident for instance, the density. The outcome of this study also contributes to the improvement of current guideline in designing SMA mixture especially for Public Work Department of Malaysia. |
| first_indexed | 2025-11-15T03:03:11Z |
| format | Conference or Workshop Item |
| id | ump-31640 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T03:03:11Z |
| publishDate | 2021 |
| publisher | IOP Publishing |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-316402022-12-13T02:24:24Z http://umpir.ump.edu.my/id/eprint/31640/ Performance of stone mastic asphalt incorporating Kenaf fiber S. M. Z., Nur Syafiqah K. A., Masri N. E., Jasni M., Hasan TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering TE Highway engineering. Roads and pavements TP Chemical technology Stone mastic asphalt (SMA) is a type of gap-graded asphalt mixture that contain large gap between big size and small size of aggregate. These criteria tend to reduce the tensile strength of mixture. To solve this, SMA usually mixed with synthetic fiber to increase tensile strength. However, synthetic fiber is costly and rarely obtained from local supplies. Thus, the aim of this study is to utilize different percentages of natural fiber which is kenaf fiber in SMA to overcome issues related to SMA. Among the test involved were LA Abrasion, Marshall Stability, Resilient Modulus, and Dynamic Creep. From the results, it shows that the addition of 0.2% fiber contributes to lowest value of abrasion. In addition, 0.2% fiber also produces the highest density of SMA20 (Stone Mastic Asphalt Grade 20). It could be seen that 0.6% of kenaf fiber producing highest value of resilient modulus. Dynamic creep also shows a significant value for 0.2% amount of kenaf fiber. Thus, it can be concluded that the existence of fiber is capable in enhancing the performance of SMA which is evident for instance, the density. The outcome of this study also contributes to the improvement of current guideline in designing SMA mixture especially for Public Work Department of Malaysia. IOP Publishing 2021 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/31640/7/Performance%20of%20Stone%20Mastic%20Asphalt.pdf S. M. Z., Nur Syafiqah and K. A., Masri and N. E., Jasni and M., Hasan (2021) Performance of stone mastic asphalt incorporating Kenaf fiber. In: IOP Conference Series: Earth and Environmental Science, International Conference of Sustainable Earth Resources Engineering 2020 , 19 June 2020 , Virtual mode, Universiti Malaysia Pahang, Malaysia. pp. 1-10., 641 (012001). ISSN 1755-1315 (Published) https://iopscience.iop.org/journal/1755-1315 doi:10.1088/1755-1315/641/1/012001 |
| spellingShingle | TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering TE Highway engineering. Roads and pavements TP Chemical technology S. M. Z., Nur Syafiqah K. A., Masri N. E., Jasni M., Hasan Performance of stone mastic asphalt incorporating Kenaf fiber |
| title | Performance of stone mastic asphalt incorporating Kenaf fiber |
| title_full | Performance of stone mastic asphalt incorporating Kenaf fiber |
| title_fullStr | Performance of stone mastic asphalt incorporating Kenaf fiber |
| title_full_unstemmed | Performance of stone mastic asphalt incorporating Kenaf fiber |
| title_short | Performance of stone mastic asphalt incorporating Kenaf fiber |
| title_sort | performance of stone mastic asphalt incorporating kenaf fiber |
| topic | TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering TE Highway engineering. Roads and pavements TP Chemical technology |
| url | http://umpir.ump.edu.my/id/eprint/31640/ http://umpir.ump.edu.my/id/eprint/31640/ http://umpir.ump.edu.my/id/eprint/31640/ http://umpir.ump.edu.my/id/eprint/31640/7/Performance%20of%20Stone%20Mastic%20Asphalt.pdf |