Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging
Improvement in transportation system is never been as easy as just providing links for better connection and network but more to do with the pavement quality of the road itself. Modification with agriculture waste is just another approach to enhance the performance of asphaltic concrete. In this stu...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Blue Eyes Intelligence Engineering & Sciences Publication
2019
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/26815/1/Performance%20of%20Charcoal%20Coconut%20Shell%20Ash.pdf |
| _version_ | 1796993740775096320 |
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| author | Putra Jaya, Ramadhansyah Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie |
| author_facet | Putra Jaya, Ramadhansyah Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie |
| author_sort | Putra Jaya, Ramadhansyah |
| collection | UMP |
| description | Improvement in transportation system is never been as easy as just providing links for better connection and network but more to do with the pavement quality of the road itself. Modification with agriculture waste is just another approach to enhance the performance of asphaltic concrete. In this study, a non-traditional bitumen modifier from a coconut shell which is the charcoal coconut shell ash (CCSA) was used. Addition of CCSA in bitumen with 0%, 2%, 4%, 6%, and 8% by weight of bitumen were investigated along with the laboratory stimulation of aging was applied in this study. Properties of modified asphalt mixture were determined using resilient modulus, dynamic creep and Marshall Stability test. Results of samples with CCSA which underwent aging show some improvement in terms of the stability and permanent deformation characteristics. Resilient modulus, dynamic creep and Marshall Stability tests recorded the highest rates when compared to controlled sample. Hence, for more durable asphalt concrete and high serviceability it is recommended to use 2% to 4% of CCSA. |
| first_indexed | 2024-03-06T12:38:15Z |
| format | Article |
| id | UMPir26815 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:38:15Z |
| publishDate | 2019 |
| publisher | Blue Eyes Intelligence Engineering & Sciences Publication |
| record_format | dspace |
| spelling | UMPir268152020-03-19T02:56:00Z http://umpir.ump.edu.my/id/eprint/26815/ Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging Putra Jaya, Ramadhansyah Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie TE Highway engineering. Roads and pavements Improvement in transportation system is never been as easy as just providing links for better connection and network but more to do with the pavement quality of the road itself. Modification with agriculture waste is just another approach to enhance the performance of asphaltic concrete. In this study, a non-traditional bitumen modifier from a coconut shell which is the charcoal coconut shell ash (CCSA) was used. Addition of CCSA in bitumen with 0%, 2%, 4%, 6%, and 8% by weight of bitumen were investigated along with the laboratory stimulation of aging was applied in this study. Properties of modified asphalt mixture were determined using resilient modulus, dynamic creep and Marshall Stability test. Results of samples with CCSA which underwent aging show some improvement in terms of the stability and permanent deformation characteristics. Resilient modulus, dynamic creep and Marshall Stability tests recorded the highest rates when compared to controlled sample. Hence, for more durable asphalt concrete and high serviceability it is recommended to use 2% to 4% of CCSA. Blue Eyes Intelligence Engineering & Sciences Publication 2019 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26815/1/Performance%20of%20Charcoal%20Coconut%20Shell%20Ash.pdf Putra Jaya, Ramadhansyah and Mohd Rosli, Hainin and Khairil Azman, Masri and Youventharan, Duraisamy and Ekarizan, Shaffie (2019) Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging. International Journal of Recent Technology and Engineering, 8 (3S3). pp. 383-387. ISSN 2277-3878. (Published) https://www.ijrte.org/wp-content/uploads/papers/v8i3s3/C10101183S319.pdf https://doi.org/:10.35940/ijrte.C1010.1183S319 |
| spellingShingle | TE Highway engineering. Roads and pavements Putra Jaya, Ramadhansyah Mohd Rosli, Hainin Khairil Azman, Masri Youventharan, Duraisamy Ekarizan, Shaffie Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging |
| title | Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging |
| title_full | Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging |
| title_fullStr | Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging |
| title_full_unstemmed | Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging |
| title_short | Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging |
| title_sort | performance of charcoal coconut shell ash in the asphalt mixture under long term aging |
| topic | TE Highway engineering. Roads and pavements |
| url | http://umpir.ump.edu.my/id/eprint/26815/1/Performance%20of%20Charcoal%20Coconut%20Shell%20Ash.pdf |
| work_keys_str_mv | AT putrajayaramadhansyah performanceofcharcoalcoconutshellashintheasphaltmixtureunderlongtermaging AT mohdroslihainin performanceofcharcoalcoconutshellashintheasphaltmixtureunderlongtermaging AT khairilazmanmasri performanceofcharcoalcoconutshellashintheasphaltmixtureunderlongtermaging AT youventharanduraisamy performanceofcharcoalcoconutshellashintheasphaltmixtureunderlongtermaging AT ekarizanshaffie performanceofcharcoalcoconutshellashintheasphaltmixtureunderlongtermaging |