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...

Full description

Saved in:
Bibliographic Details
Main Authors: Ekarizan, Shaffie, Ahmad Kamil, Arshad, Putra Jaya, Ramadhansyah, Wardati, hashim, Mohd Amin, Shafii
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