Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance

Nowadays, a high-quality and reliable asphalt pavement is desirable and become an important aspect of the highway asphalt pavement performance. A higherquality pavement can make regular rides safer and more comfortable. Asphalt binder modification and reinforced asphalt mixes are among the innova...

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Main Author: Jamil, Nurainin Hafizah
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2021
Subjects:
Online Access:http://eprints.usm.my/57200/
http://eprints.usm.my/57200/1/Laboratory%20Assessments%20For%20Conventional%20And%20Fiber%20Reinforced%20Asphalt%20Mixtures%20To%20Enhance%20Pavement%20Performance.pdf
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author Jamil, Nurainin Hafizah
author_facet Jamil, Nurainin Hafizah
author_sort Jamil, Nurainin Hafizah
building USM Institutional Repository
collection Online Access
description Nowadays, a high-quality and reliable asphalt pavement is desirable and become an important aspect of the highway asphalt pavement performance. A higherquality pavement can make regular rides safer and more comfortable. Asphalt binder modification and reinforced asphalt mixes are among the innovations to improve asphalt pavement performance. In this research study, asphalt mixture that was reinforced with Super Fiber Mix (SFM) was chosen as an alternative for asphalt pavement improvement. In the past five decades, the use of fibers was investigated and implemented in asphalt mixtures to improve pavement performance worldwide. The primary goal of this study was to examine the effect of additional fiber on laboratory performance and to compare the modified asphalt to conventional asphalt. The report outlines the features and properties of modified asphalt (SFM) blended with polypropylene and aramid fibers. The laboratory assessments for five major tests were conducted and those tests are the Marshall Stability and Flow test, Indirect Tensile Strength test, Resilient Modulus test, Dynamic Creep Modulus test, and the rutting test. Based on the results, the Marshall's stability values of the reinforced asphalt sample improved as much as 17.8% as compared to the conventional mixture. The flow values for both conventional and modified samples are within the allowable range. However, the flow value for the modified sample is lower (3.1 mm) as compared to 3.5 mm of the conventional asphalt, which implies that the modified asphalt mixture was stiffer. The SFM contains aramid fiber, which has high tensile strength and is proven through the increased indirect tensile strength results as well. The SFM also help to increase the Resilient Modulus value by approximately 24%. The dynamic creep test showed that the use of the SFM improved the modulus values and passed the minimum requirement. Meanwhile, the rut depths for both control and modified samples conform to the minimum requirement of 12 mm for rut depth by the PWD specification. In this case, the asphalt mixture enforced with the SFM exhibits similar performance with the conventional asphalt mixture. Overall, the asphalt mixture reinforced with the SFM exhibits better engineering properties as compared to the conventional asphalt mixture.
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format Monograph
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institution Universiti Sains Malaysia
institution_category Local University
language English
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publishDate 2021
publisher Universiti Sains Malaysia
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spelling usm-572002023-03-06T06:52:52Z http://eprints.usm.my/57200/ Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance Jamil, Nurainin Hafizah T Technology TA1-2040 Engineering (General). Civil engineering (General) Nowadays, a high-quality and reliable asphalt pavement is desirable and become an important aspect of the highway asphalt pavement performance. A higherquality pavement can make regular rides safer and more comfortable. Asphalt binder modification and reinforced asphalt mixes are among the innovations to improve asphalt pavement performance. In this research study, asphalt mixture that was reinforced with Super Fiber Mix (SFM) was chosen as an alternative for asphalt pavement improvement. In the past five decades, the use of fibers was investigated and implemented in asphalt mixtures to improve pavement performance worldwide. The primary goal of this study was to examine the effect of additional fiber on laboratory performance and to compare the modified asphalt to conventional asphalt. The report outlines the features and properties of modified asphalt (SFM) blended with polypropylene and aramid fibers. The laboratory assessments for five major tests were conducted and those tests are the Marshall Stability and Flow test, Indirect Tensile Strength test, Resilient Modulus test, Dynamic Creep Modulus test, and the rutting test. Based on the results, the Marshall's stability values of the reinforced asphalt sample improved as much as 17.8% as compared to the conventional mixture. The flow values for both conventional and modified samples are within the allowable range. However, the flow value for the modified sample is lower (3.1 mm) as compared to 3.5 mm of the conventional asphalt, which implies that the modified asphalt mixture was stiffer. The SFM contains aramid fiber, which has high tensile strength and is proven through the increased indirect tensile strength results as well. The SFM also help to increase the Resilient Modulus value by approximately 24%. The dynamic creep test showed that the use of the SFM improved the modulus values and passed the minimum requirement. Meanwhile, the rut depths for both control and modified samples conform to the minimum requirement of 12 mm for rut depth by the PWD specification. In this case, the asphalt mixture enforced with the SFM exhibits similar performance with the conventional asphalt mixture. Overall, the asphalt mixture reinforced with the SFM exhibits better engineering properties as compared to the conventional asphalt mixture. Universiti Sains Malaysia 2021-07-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/57200/1/Laboratory%20Assessments%20For%20Conventional%20And%20Fiber%20Reinforced%20Asphalt%20Mixtures%20To%20Enhance%20Pavement%20Performance.pdf Jamil, Nurainin Hafizah (2021) Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted)
spellingShingle T Technology
TA1-2040 Engineering (General). Civil engineering (General)
Jamil, Nurainin Hafizah
Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance
title Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance
title_full Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance
title_fullStr Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance
title_full_unstemmed Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance
title_short Laboratory Assessments For Conventional And Fiber Reinforced Asphalt Mixtures To Enhance Pavement Performance
title_sort laboratory assessments for conventional and fiber reinforced asphalt mixtures to enhance pavement performance
topic T Technology
TA1-2040 Engineering (General). Civil engineering (General)
url http://eprints.usm.my/57200/
http://eprints.usm.my/57200/1/Laboratory%20Assessments%20For%20Conventional%20And%20Fiber%20Reinforced%20Asphalt%20Mixtures%20To%20Enhance%20Pavement%20Performance.pdf