Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test
Premature pavement breakdown can be caused by permanent deformation that can contribute to lower riding comfort for road users and an increase in maintenance costs. Dynamic modulus Simple Performance Test (SPT) test are considered to be significant in describing the permanent deformation of hot mix...
Saved in:
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Blue Eyes Intelligence Engineering & Sciences Publication
2019
|
Subjects: | |
Online Access: | http://umpir.ump.edu.my/id/eprint/26679/1/Permanent%20Deformation%20of%20Hot%20Mix%20Asphalt.pdf http://umpir.ump.edu.my/id/eprint/26679/ https://www.ijrte.org/download/volume-8-issue-4/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Universiti Malaysia Pahang |
Language: | English |
id |
my.ump.umpir.26679 |
---|---|
record_format |
eprints |
spelling |
my.ump.umpir.266792020-02-27T07:05:33Z http://umpir.ump.edu.my/id/eprint/26679/ Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test Ekarizan, Shaffie Ahmad Kamil, Arshad Putra Jaya, Ramadhansyah Wardati, hashim Mohd Amin, Shafii TE Highway engineering. Roads and pavements Premature pavement breakdown can be caused by permanent deformation that can contribute to lower riding comfort for road users and an increase in maintenance costs. Dynamic modulus Simple Performance Test (SPT) test are considered to be significant in describing the permanent deformation of hot mix asphalt. In this study, Marshall method of mix design were used in order to prepare four asphalt mixtures comprising different content of Nanopolyacrylate (NP) polymer (0%NP, 2%NP, 4%NP and 6%NP). This study was aimed to evaluate the influence of the NP modified mixture on the permanent deformation. The Performance Grade PG64-22 was obtained by mixing the conventional bitumen (PG64-22) with nanopolyacrylate. Dynamic Shear Rheometer (DSR) at different aging condition were conducted in order to characterise the bitumen performance. While, the Simple Performance Test (SPT) was used to characterize rutting and fatigue on Marshall HMA mixes. Results from the study presented that, NP modified bitumen has a significant impact on the dynamic and rutting resistance. The addition of nanopolyacrylate significantly enhances the rheological properties of asphalt bitumen. The results revealed that 4%NP has high potential to improve rutting and fatigue resistance Blue Eyes Intelligence Engineering & Sciences Publication 2019 Article PeerReviewed pdf en cc_by_nc_nd_4 http://umpir.ump.edu.my/id/eprint/26679/1/Permanent%20Deformation%20of%20Hot%20Mix%20Asphalt.pdf Ekarizan, Shaffie and Ahmad Kamil, Arshad and Putra Jaya, Ramadhansyah and Wardati, hashim and Mohd Amin, Shafii (2019) Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test. International Journal of Recent Technology and Engineering, 8 (4). pp. 7001-7006. ISSN 2277-3878 https://www.ijrte.org/download/volume-8-issue-4/ |
institution |
Universiti Malaysia Pahang |
building |
UMP Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Malaysia Pahang |
content_source |
UMP Institutional Repository |
url_provider |
http://umpir.ump.edu.my/ |
language |
English |
topic |
TE Highway engineering. Roads and pavements |
spellingShingle |
TE Highway engineering. Roads and pavements Ekarizan, Shaffie Ahmad Kamil, Arshad Putra Jaya, Ramadhansyah Wardati, hashim Mohd Amin, Shafii Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test |
description |
Premature pavement breakdown can be caused by permanent deformation that can contribute to lower riding comfort for road users and an increase in maintenance costs. Dynamic modulus Simple Performance Test (SPT) test are considered to be significant in describing the permanent deformation of hot mix asphalt. In this study, Marshall method of mix design were used in order to prepare four asphalt mixtures comprising different content of Nanopolyacrylate (NP) polymer
(0%NP, 2%NP, 4%NP and 6%NP). This study was aimed to evaluate the influence of the NP modified mixture on the permanent deformation. The Performance Grade PG64-22 was obtained by mixing the conventional bitumen (PG64-22) with nanopolyacrylate. Dynamic Shear Rheometer (DSR) at different
aging condition were conducted in order to characterise the bitumen performance. While, the Simple Performance Test (SPT) was used to characterize rutting and fatigue on Marshall HMA mixes. Results from the study presented that, NP modified bitumen has a significant impact on the dynamic and rutting resistance. The addition of nanopolyacrylate significantly enhances the rheological properties of asphalt bitumen. The results revealed that 4%NP has high potential to improve rutting and fatigue resistance |
format |
Article |
author |
Ekarizan, Shaffie Ahmad Kamil, Arshad Putra Jaya, Ramadhansyah Wardati, hashim Mohd Amin, Shafii |
author_facet |
Ekarizan, Shaffie Ahmad Kamil, Arshad Putra Jaya, Ramadhansyah Wardati, hashim Mohd Amin, Shafii |
author_sort |
Ekarizan, Shaffie |
title |
Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test |
title_short |
Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test |
title_full |
Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test |
title_fullStr |
Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test |
title_full_unstemmed |
Permanent Deformation of Hot Mix Asphalt (HMA) using Dynamic Modulus Simple Performance Test |
title_sort |
permanent deformation of hot mix asphalt (hma) using dynamic modulus simple performance test |
publisher |
Blue Eyes Intelligence Engineering & Sciences Publication |
publishDate |
2019 |
url |
http://umpir.ump.edu.my/id/eprint/26679/1/Permanent%20Deformation%20of%20Hot%20Mix%20Asphalt.pdf http://umpir.ump.edu.my/id/eprint/26679/ https://www.ijrte.org/download/volume-8-issue-4/ |
_version_ |
1662754734018134016 |