Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes

This paper discussed a research carried out to study the rutting performance of dense graded (AC) and Stone Mastic Asphalt (SMA) pavement using nanocomposite polymer modified binder. The study also focused on the determination of optimum proportion of additive to be used in the mixing process. Two t...

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Published in:Jurnal Teknologi
Main Author: Shaffie E.; Ahmad J.; Arshad A.K.; Kamarun D.; Awang H.
Format: Article
Language:English
Published: Penerbit UTM Press 2016
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979699198&doi=10.11113%2fjt.v78.9469&partnerID=40&md5=ae00001e574672adbaf4aba40f39af57
id 2-s2.0-84979699198
spelling 2-s2.0-84979699198
Shaffie E.; Ahmad J.; Arshad A.K.; Kamarun D.; Awang H.
Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
2016
Jurnal Teknologi
78
7-Mar
10.11113/jt.v78.9469
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979699198&doi=10.11113%2fjt.v78.9469&partnerID=40&md5=ae00001e574672adbaf4aba40f39af57
This paper discussed a research carried out to study the rutting performance of dense graded (AC) and Stone Mastic Asphalt (SMA) pavement using nanocomposite polymer modified binder. The study also focused on the determination of optimum proportion of additive to be used in the mixing process. Two types of asphalt binder with penetration grade, PEN 80/100 and performance grade PG 76 were added with nanopolyacrylate and natural rubber latex as asphalt modifier. The nanocomposite polymer modified binder was prepared by adding 6 percent of Nanopolyacrylate (NC) to the asphalt binder. Both SMA and AC asphaltic mixtures conformed to the Marshall volumetric properties criteria which indicate that these mixtures are durable. The Asphalt Pavement Analyzer ( APA) rutting test was performed to determine the rutting performance of AC and SMA asphaltic mixtures showed that the rut values for SMA14 mix varies from 0.8 mm to 1.9 mm and AC14 mix varies from 1.7 mm to 2.3 mm respectively. This indicates the beneficial use of Nanocomposite polymer as modifier especially on SMA14 mix. © 2016 Penerbit UTM Press. All rights reserved.
Penerbit UTM Press
1279696
English
Article
All Open Access; Bronze Open Access
author Shaffie E.; Ahmad J.; Arshad A.K.; Kamarun D.; Awang H.
spellingShingle Shaffie E.; Ahmad J.; Arshad A.K.; Kamarun D.; Awang H.
Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
author_facet Shaffie E.; Ahmad J.; Arshad A.K.; Kamarun D.; Awang H.
author_sort Shaffie E.; Ahmad J.; Arshad A.K.; Kamarun D.; Awang H.
title Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
title_short Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
title_full Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
title_fullStr Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
title_full_unstemmed Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
title_sort Investigation on rutting performance of nanopolyacrylate and natural rubber latex polymer modified asphalt binder mixes
publishDate 2016
container_title Jurnal Teknologi
container_volume 78
container_issue 7-Mar
doi_str_mv 10.11113/jt.v78.9469
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979699198&doi=10.11113%2fjt.v78.9469&partnerID=40&md5=ae00001e574672adbaf4aba40f39af57
description This paper discussed a research carried out to study the rutting performance of dense graded (AC) and Stone Mastic Asphalt (SMA) pavement using nanocomposite polymer modified binder. The study also focused on the determination of optimum proportion of additive to be used in the mixing process. Two types of asphalt binder with penetration grade, PEN 80/100 and performance grade PG 76 were added with nanopolyacrylate and natural rubber latex as asphalt modifier. The nanocomposite polymer modified binder was prepared by adding 6 percent of Nanopolyacrylate (NC) to the asphalt binder. Both SMA and AC asphaltic mixtures conformed to the Marshall volumetric properties criteria which indicate that these mixtures are durable. The Asphalt Pavement Analyzer ( APA) rutting test was performed to determine the rutting performance of AC and SMA asphaltic mixtures showed that the rut values for SMA14 mix varies from 0.8 mm to 1.9 mm and AC14 mix varies from 1.7 mm to 2.3 mm respectively. This indicates the beneficial use of Nanocomposite polymer as modifier especially on SMA14 mix. © 2016 Penerbit UTM Press. All rights reserved.
publisher Penerbit UTM Press
issn 1279696
language English
format Article
accesstype All Open Access; Bronze Open Access
record_format scopus
collection Scopus
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