Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture

Moisture susceptibiltiy is one of the common types of pavement failure found in asphaltic pavements. Climatic factor such as temperature and moisture has a profound effect on the durability of hot mix asphalt pavements. Couple with high traffic loads/stresses made stripping of pavement materials ine...

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Main Authors: Putra Jaya, Ramadhansyah, Ekarizan, Shaffie, Ahmad Kamil, Arshad, K. A., Masri, Wardati, hashim
Format: Article
Language:English
English
Published: Universiti Teknologi MARA 2020
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/28359/
http://umpir.ump.edu.my/id/eprint/28359/1/Permanent%20Deformation%20Investigation%20of%20Rubber%20Polymer%20Modified%20Binder.pdf
http://umpir.ump.edu.my/id/eprint/28359/7/PERMANENT%20DEFORMATION%20INVESTIGATION%20OF%20RUBBER.pdf
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author Putra Jaya, Ramadhansyah
Ekarizan, Shaffie
Ahmad Kamil, Arshad
K. A., Masri
Wardati, hashim
author_facet Putra Jaya, Ramadhansyah
Ekarizan, Shaffie
Ahmad Kamil, Arshad
K. A., Masri
Wardati, hashim
author_sort Putra Jaya, Ramadhansyah
building UMP Institutional Repository
collection Online Access
description Moisture susceptibiltiy is one of the common types of pavement failure found in asphaltic pavements. Climatic factor such as temperature and moisture has a profound effect on the durability of hot mix asphalt pavements. Couple with high traffic loads/stresses made stripping of pavement materials inevitable. Thus, it has become necessary to improve the efficiency of the design of hot mix asphalt (HMA) for better performance and safe riding comfort. This study investigates and discusses the findings on the stripping performance of dense graded Superpave mixes using two type of binder; un-modified binder and rubber polymer modified binder (RPM) using Superpave mix design (AASHTO TP4) procedure. The RPM binder consists of 4% of both rubber crumb and EVA polymer. Modified Lottman and Resilient Modulus tests were used to evaluate the stripping performance in these mixtures and this study also documents the effect of different temperature on tensile strength ratio (TSR) and resilient modulus ratio (RMR) on the HMA mixtures. Experimental evidences show that the RPM binder mixes were found to have significantly improved the resistance to moisture damage compared to unmodified binder mixtures. The RPM binder application may able to alleviate problems related to aggregate stripping and potholes on our road. Statistical analysis showed good correlation between resilient modulus and tensile strength ratio.
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format Article
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institution Universiti Malaysia Pahang
institution_category Local University
language English
English
last_indexed 2025-11-15T02:50:42Z
publishDate 2020
publisher Universiti Teknologi MARA
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spelling ump-283592020-07-13T02:35:32Z http://umpir.ump.edu.my/id/eprint/28359/ Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture Putra Jaya, Ramadhansyah Ekarizan, Shaffie Ahmad Kamil, Arshad K. A., Masri Wardati, hashim TE Highway engineering. Roads and pavements Moisture susceptibiltiy is one of the common types of pavement failure found in asphaltic pavements. Climatic factor such as temperature and moisture has a profound effect on the durability of hot mix asphalt pavements. Couple with high traffic loads/stresses made stripping of pavement materials inevitable. Thus, it has become necessary to improve the efficiency of the design of hot mix asphalt (HMA) for better performance and safe riding comfort. This study investigates and discusses the findings on the stripping performance of dense graded Superpave mixes using two type of binder; un-modified binder and rubber polymer modified binder (RPM) using Superpave mix design (AASHTO TP4) procedure. The RPM binder consists of 4% of both rubber crumb and EVA polymer. Modified Lottman and Resilient Modulus tests were used to evaluate the stripping performance in these mixtures and this study also documents the effect of different temperature on tensile strength ratio (TSR) and resilient modulus ratio (RMR) on the HMA mixtures. Experimental evidences show that the RPM binder mixes were found to have significantly improved the resistance to moisture damage compared to unmodified binder mixtures. The RPM binder application may able to alleviate problems related to aggregate stripping and potholes on our road. Statistical analysis showed good correlation between resilient modulus and tensile strength ratio. Universiti Teknologi MARA 2020-04-20 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/28359/1/Permanent%20Deformation%20Investigation%20of%20Rubber%20Polymer%20Modified%20Binder.pdf pdf en http://umpir.ump.edu.my/id/eprint/28359/7/PERMANENT%20DEFORMATION%20INVESTIGATION%20OF%20RUBBER.pdf Putra Jaya, Ramadhansyah and Ekarizan, Shaffie and Ahmad Kamil, Arshad and K. A., Masri and Wardati, hashim (2020) Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture. Journal of Academia, 8 (1). pp. 45-52. ISSN 2289-6368. (Published) http://myjms.moe.gov.my/index.php/joa/article/view/8418/4423
spellingShingle TE Highway engineering. Roads and pavements
Putra Jaya, Ramadhansyah
Ekarizan, Shaffie
Ahmad Kamil, Arshad
K. A., Masri
Wardati, hashim
Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture
title Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture
title_full Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture
title_fullStr Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture
title_full_unstemmed Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture
title_short Permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture
title_sort permanent deformation investigation of rubber polymer modified binder in superpave hot mix asphalt mixture
topic TE Highway engineering. Roads and pavements
url http://umpir.ump.edu.my/id/eprint/28359/
http://umpir.ump.edu.my/id/eprint/28359/
http://umpir.ump.edu.my/id/eprint/28359/1/Permanent%20Deformation%20Investigation%20of%20Rubber%20Polymer%20Modified%20Binder.pdf
http://umpir.ump.edu.my/id/eprint/28359/7/PERMANENT%20DEFORMATION%20INVESTIGATION%20OF%20RUBBER.pdf