The performance of stone mastic asphalt incorporating iron ore
The high traffic load often appears for its resilient module and dynamic creep to affect the efficiency of the asphalt mixture. A typical way to resolve these problems is to change the properties of the asphalt binder by incorporating iron ore (IO) and stone mastic asphalt (SMA). Given that we use I...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Horizon Research Publishing
2023
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| Online Access: | http://umpir.ump.edu.my/id/eprint/40516/1/The%20Performance%20of%20Stone%20Mastic%20Asphalt%20Incorporating%20iron%20ore.pdf |
| _version_ | 1825815504376299520 |
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| author | Al Gariri, Salem Mohammed Salem Baqadeem, Abdullah Omar Abdullah Moon, Lee Pei Mazlan, Abu Seman Khairil Azman, Masri |
| author_facet | Al Gariri, Salem Mohammed Salem Baqadeem, Abdullah Omar Abdullah Moon, Lee Pei Mazlan, Abu Seman Khairil Azman, Masri |
| author_sort | Al Gariri, Salem Mohammed Salem |
| collection | UMP |
| description | The high traffic load often appears for its resilient module and dynamic creep to affect the efficiency of the asphalt mixture. A typical way to resolve these problems is to change the properties of the asphalt binder by incorporating iron ore (IO) and stone mastic asphalt (SMA). Given that we use Iron ore to boost the asphalt properties in this research, this study aims to promote IO as an asphalt binder to strengthen asphalt mixture properties. This study aims to evaluate the mechanical performance of stone mastic asphalt 20 incorporating iron ore and to access the optimum iron ore content in the SMA. Iron ore is utilised to increase asphalt binding characteristics and ground paving performance. High freight weights, which increase road use owing to a variety of issues, including fatigue cracking and other deformations caused by stress on roadways, are one of the primary problems affecting thick-grade asphalted surfaces and quality performance. In this study, six different percentages of IO content were employed, which are as follows: (0%, 1%, 2%, 3%, 4%, and 5% from the total weight of aggregate). Furthermore, in this study, a 60/70 asphalt penetration grade was selected. The study compares modified and conventional bitumen specimens using the Marshall stability, resilient modular testing, dynamic creep, and LA abrasion tests. According to the results of this study, using a ranking of performance tests, the Optimum Iron Ores Content was determined to be 5 % iron ore. Therefore, we may conclude that there is improvement in incorporating additive IO into SMA. |
| first_indexed | 2024-03-06T13:14:07Z |
| format | Article |
| id | UMPir40516 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T13:14:07Z |
| publishDate | 2023 |
| publisher | Horizon Research Publishing |
| record_format | dspace |
| spelling | UMPir405162024-02-27T01:12:16Z http://umpir.ump.edu.my/id/eprint/40516/ The performance of stone mastic asphalt incorporating iron ore Al Gariri, Salem Mohammed Salem Baqadeem, Abdullah Omar Abdullah Moon, Lee Pei Mazlan, Abu Seman Khairil Azman, Masri T Technology (General) TA Engineering (General). Civil engineering (General) The high traffic load often appears for its resilient module and dynamic creep to affect the efficiency of the asphalt mixture. A typical way to resolve these problems is to change the properties of the asphalt binder by incorporating iron ore (IO) and stone mastic asphalt (SMA). Given that we use Iron ore to boost the asphalt properties in this research, this study aims to promote IO as an asphalt binder to strengthen asphalt mixture properties. This study aims to evaluate the mechanical performance of stone mastic asphalt 20 incorporating iron ore and to access the optimum iron ore content in the SMA. Iron ore is utilised to increase asphalt binding characteristics and ground paving performance. High freight weights, which increase road use owing to a variety of issues, including fatigue cracking and other deformations caused by stress on roadways, are one of the primary problems affecting thick-grade asphalted surfaces and quality performance. In this study, six different percentages of IO content were employed, which are as follows: (0%, 1%, 2%, 3%, 4%, and 5% from the total weight of aggregate). Furthermore, in this study, a 60/70 asphalt penetration grade was selected. The study compares modified and conventional bitumen specimens using the Marshall stability, resilient modular testing, dynamic creep, and LA abrasion tests. According to the results of this study, using a ranking of performance tests, the Optimum Iron Ores Content was determined to be 5 % iron ore. Therefore, we may conclude that there is improvement in incorporating additive IO into SMA. Horizon Research Publishing 2023-11 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/40516/1/The%20Performance%20of%20Stone%20Mastic%20Asphalt%20Incorporating%20iron%20ore.pdf Al Gariri, Salem Mohammed Salem and Baqadeem, Abdullah Omar Abdullah and Moon, Lee Pei and Mazlan, Abu Seman and Khairil Azman, Masri (2023) The performance of stone mastic asphalt incorporating iron ore. Civil Engineering and Architecture, 11 (6). pp. 3571-3576. ISSN 2332-1091. (Published) https://doi.org/10.13189/cea.2023.110625 https://doi.org/10.13189/cea.2023.110625 |
| spellingShingle | T Technology (General) TA Engineering (General). Civil engineering (General) Al Gariri, Salem Mohammed Salem Baqadeem, Abdullah Omar Abdullah Moon, Lee Pei Mazlan, Abu Seman Khairil Azman, Masri The performance of stone mastic asphalt incorporating iron ore |
| title | The performance of stone mastic asphalt incorporating iron ore |
| title_full | The performance of stone mastic asphalt incorporating iron ore |
| title_fullStr | The performance of stone mastic asphalt incorporating iron ore |
| title_full_unstemmed | The performance of stone mastic asphalt incorporating iron ore |
| title_short | The performance of stone mastic asphalt incorporating iron ore |
| title_sort | performance of stone mastic asphalt incorporating iron ore |
| topic | T Technology (General) TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/40516/1/The%20Performance%20of%20Stone%20Mastic%20Asphalt%20Incorporating%20iron%20ore.pdf |
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