Evaluation on the performance of aged asphalt binder and mixture under various aging methods
Hot mix asphalt (HMA) pavement encounter short and long term aging throughout the service life. Laboratory aging is the method used to simulate field aging process of HMA pavement. This study was undertaken to determine the long term effect of different binder and mixture laboratory aging methods on...
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| Format: | Article |
| Language: | English |
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Penerbit UTM Press
2015
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| Online Access: | http://eprints.utm.my/55110/1/MohdRosliHainin2015_EvaluationonthePerformanceofAgedAsphalt.pdf |
| _version_ | 1796860085635383296 |
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| author | Idham, Mohd. Khairul Hainin, Mohd. Rosli M. Warid, M. Naqiuddin Abdul Raman, Noor Azah Mamat, Rosmawati |
| author_facet | Idham, Mohd. Khairul Hainin, Mohd. Rosli M. Warid, M. Naqiuddin Abdul Raman, Noor Azah Mamat, Rosmawati |
| author_sort | Idham, Mohd. Khairul |
| collection | ePrints |
| description | Hot mix asphalt (HMA) pavement encounter short and long term aging throughout the service life. Laboratory aging is the method used to simulate field aging process of HMA pavement. This study was undertaken to determine the long term effect of different binder and mixture laboratory aging methods on HMA (binder aging and mixture aging). Three types of HMA mixtures were prepared for this study namely Asphaltic Concrete with 10 mm nominal maximum aggregate size (AC 10), Asphaltic Concrete 14 mm (AC 14) and Asphaltic Concrete 28 mm (AC 28). These specimens were conditioned with nine different methods and durations. Resilient modulus test was carried out at 40°C as an initial indicator of the specimen performance. Permanent deformation of the same specimens was then evaluated by dynamic creep test. Generally, the aged asphalt binder specimens have higher resilient and stiffness modulus compared to aged asphalt mixture specimens. In addition, aged binder specimens have a lower permanent strain which indicates higher resistance to permanent deformation. This study also found that high resilient and stiffness modulus of specimens is attributed by different in heating frequency, temperature, air exposure and binder content of the mixtures |
| first_indexed | 2024-03-05T19:36:42Z |
| format | Article |
| id | utm.eprints-55110 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T19:36:42Z |
| publishDate | 2015 |
| publisher | Penerbit UTM Press |
| record_format | dspace |
| spelling | utm.eprints-551102017-11-01T04:16:42Z http://eprints.utm.my/55110/ Evaluation on the performance of aged asphalt binder and mixture under various aging methods Idham, Mohd. Khairul Hainin, Mohd. Rosli M. Warid, M. Naqiuddin Abdul Raman, Noor Azah Mamat, Rosmawati TA Engineering (General). Civil engineering (General) Hot mix asphalt (HMA) pavement encounter short and long term aging throughout the service life. Laboratory aging is the method used to simulate field aging process of HMA pavement. This study was undertaken to determine the long term effect of different binder and mixture laboratory aging methods on HMA (binder aging and mixture aging). Three types of HMA mixtures were prepared for this study namely Asphaltic Concrete with 10 mm nominal maximum aggregate size (AC 10), Asphaltic Concrete 14 mm (AC 14) and Asphaltic Concrete 28 mm (AC 28). These specimens were conditioned with nine different methods and durations. Resilient modulus test was carried out at 40°C as an initial indicator of the specimen performance. Permanent deformation of the same specimens was then evaluated by dynamic creep test. Generally, the aged asphalt binder specimens have higher resilient and stiffness modulus compared to aged asphalt mixture specimens. In addition, aged binder specimens have a lower permanent strain which indicates higher resistance to permanent deformation. This study also found that high resilient and stiffness modulus of specimens is attributed by different in heating frequency, temperature, air exposure and binder content of the mixtures Penerbit UTM Press 2015-11 Article PeerReviewed application/pdf en http://eprints.utm.my/55110/1/MohdRosliHainin2015_EvaluationonthePerformanceofAgedAsphalt.pdf Idham, Mohd. Khairul and Hainin, Mohd. Rosli and M. Warid, M. Naqiuddin and Abdul Raman, Noor Azah and Mamat, Rosmawati (2015) Evaluation on the performance of aged asphalt binder and mixture under various aging methods. Jurnal Teknologi, 77 (23). pp. 7-12. ISSN 2180-3722 http://dx.doi.org/10.11113/jt.v77.6679 DOI:10.11113/jt.v77.6679 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Idham, Mohd. Khairul Hainin, Mohd. Rosli M. Warid, M. Naqiuddin Abdul Raman, Noor Azah Mamat, Rosmawati Evaluation on the performance of aged asphalt binder and mixture under various aging methods |
| title | Evaluation on the performance of aged asphalt binder and mixture under various aging methods |
| title_full | Evaluation on the performance of aged asphalt binder and mixture under various aging methods |
| title_fullStr | Evaluation on the performance of aged asphalt binder and mixture under various aging methods |
| title_full_unstemmed | Evaluation on the performance of aged asphalt binder and mixture under various aging methods |
| title_short | Evaluation on the performance of aged asphalt binder and mixture under various aging methods |
| title_sort | evaluation on the performance of aged asphalt binder and mixture under various aging methods |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/55110/1/MohdRosliHainin2015_EvaluationonthePerformanceofAgedAsphalt.pdf |
| work_keys_str_mv | AT idhammohdkhairul evaluationontheperformanceofagedasphaltbinderandmixtureundervariousagingmethods AT haininmohdrosli evaluationontheperformanceofagedasphaltbinderandmixtureundervariousagingmethods AT mwaridmnaqiuddin evaluationontheperformanceofagedasphaltbinderandmixtureundervariousagingmethods AT abdulramannoorazah evaluationontheperformanceofagedasphaltbinderandmixtureundervariousagingmethods AT mamatrosmawati evaluationontheperformanceofagedasphaltbinderandmixtureundervariousagingmethods |