Performance Evaluation of Crumb Rubber Modified Stone Mastic Asphalt Pavement in MalaysiaReport as inadecuate




Performance Evaluation of Crumb Rubber Modified Stone Mastic Asphalt Pavement in Malaysia - Download this document for free, or read online. Document in PDF available to download.

Advances in Materials Science and EngineeringVolume 2013 2013, Article ID 304676, 8 pages

Research ArticleCenter for Transportation Research, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia

Received 26 May 2013; Accepted 11 July 2013

Academic Editor: Wen-Hua Sun

Copyright © 2013 Nuha Salim Mashaan et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

To prevent pavement distresses there are various solutions such as adopting new mix designs or utilisation of asphalt additives. The primary aim of this study was to investigate the effect of adding crumb tyre rubber as an additive to SMA mixture performance properties. This study investigated the essential aspects of modified asphalt mixtures in order to better understand the influence of CRM modifiers on volumetric, mechanical, and stiffness properties of SMA mixture. In this study, virgin bitumen 80-100 penetration grade was used, modified with crumb rubber CRM at five different modification levels, namely, 6%, 12%, 16%, and 20%, respectively, by weight of the bitumen. The appropriate amount of the added CRM was found to be 12% by weight of bitumen. This percentage results in the maximum level of stability. The resilient modulus Mr of modified SMA samples including different percentages of CRM was obviously higher in comparison with that of unmodified samples.





Author: Nuha Salim Mashaan, Asim H. Ali, Suhana Koting, and Mohamed Rehan Karim

Source: https://www.hindawi.com/



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