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

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)

[img] Pdf
Permanent Deformation Investigation of Rubber Polymer Modified Binder.pdf
Restricted to Repository staff only

Download (277kB) | Request a copy
[img]
Preview
Pdf
PERMANENT DEFORMATION INVESTIGATION OF RUBBER.pdf

Download (135kB) | Preview

Abstract

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.

Item Type: Article
Uncontrolled Keywords: Rubber polymer; Resilient modulus; Stripping; Moisture susceptibility, Tensile strength
Subjects: T Technology > TE Highway engineering. Roads and pavements
Faculty/Division: College of Engineering
Depositing User: PM Dr. Ramdhansyah Putra Jaya
Date Deposited: 13 Jul 2020 02:35
Last Modified: 13 Jul 2020 02:35
URI: http://umpir.ump.edu.my/id/eprint/28359
Download Statistic: View Download Statistics

Actions (login required)

View Item View Item