Microstructure and Temperature Characterization of Compound Crumb Rubber Modified Asphalt

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Compound Crumb Rubber Modified Asphalt (CCRMA) is a mixture of waste rubber tire powder, SBS modifier and asphalt in order to modify the characteristics of asphalt. The application of using crumb rubber powder in making CCRMA is important in improvement of working characteristics of asphalt as well as in pollution control and environment protection. CCRMA, crumb rubber particles, SBS modifier and base asphalt have been examined by Scanning Electron Microscope (SEM) to observe the microcosmic appearance and the characteristic distribution of crumb rubber particles and SBS modifier in asphalt. The rotary viscometer test and dynamic shear test of CCRMA were carried out by rotational viscometer and Dynamic Shear Rheology (DSR). The influences of rubber powder content and reaction time to viscosity of CCRMA have been studied. In the stage of current study, complex modulus and phase angle of CCRMA are parameters reflecting viscoelasticity, the relation between them and temperature are researched.

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382-386

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October 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Junan Shen a, c, Serji Amirkhanian b, Feipeng Xiao b, Boming Tang c. Influence of surface area and size of crumb rubber on high temperature properties of crumb rubber modified binders[J]. Construction and Building Materials 23 (2009) 304–310.

DOI: 10.1016/j.conbuildmat.2007.12.005

Google Scholar

[2] Soon-Jae Lee, Chandra K. Akisetty, Serji N. Amir khanian. Recycling of laboratory-prepared long-term aged binders containing crumb rubber modifier[J]. Construction and Building Materials. 2007, 07, 12: 1-8.

DOI: 10.1016/j.conbuildmat.2007.07.012

Google Scholar

[3] Shutang Liu a, Weidong Cao, Jianguo Fang, Shujie Shang. Variance analysis and performance evaluation of different crumb rubber modified (CRM) asphalt[J]. Construction and Building Materials. 2008, 12, 9: 1–8.

DOI: 10.1016/j.conbuildmat.2008.12.009

Google Scholar

[4] Judith C Wang, S M ASCE and Xiangwu Zeng. Influence of Temperature and Pressure on the Dynamic Properties of Rubber-Modified Asphalt Concrete[J]. Journal of Materials in Civil Engineering. ASCE , 2006 , 125: 0899-1561.

DOI: 10.1061/(asce)0899-1561(2006)18:1(125)

Google Scholar

[5] Navarro, F J, Partal, P Mart ınez-Boza, F Valencia C Gallegos. Rheological Characteristics of Ground Tire Rubber-Modified Bitumens[J]. Chemical Engineering Journal, 2002, 89 (2): 53–61.

DOI: 10.1016/s1385-8947(02)00023-2

Google Scholar

[6] Navarro F J, Partal P, Martı nez-Boza , F Gallegos. Thermo-Rheological Behaviour and Storage Stability of Ground Tire Rubber-Modified Bitumens[J]. Fuel, 2004, 83 (3) : 2041–(2049).

DOI: 10.1016/j.fuel.2004.04.003

Google Scholar

[7] Palit, S K, Sudhakar Reddy, K Pandey, B B. Laboratory Evaluation of Crumb Rubber Modified Asphalt Mixes[J]. Journal of Materials in Civil Engineering. ASCE, 2004 , 45: 0899-1561.

DOI: 10.1061/(asce)0899-1561(2004)16:1(45)

Google Scholar

[8] Feipeng Xiao a, Serji N. Amirkhanian, Junan Shen, Bradley Putman. Influences of crumb rubber size and type on reclaimed asphalt pavement (RAP) mixtures[J]. Construction and Building Materials 23 (2009) 1028–1034.

DOI: 10.1016/j.conbuildmat.2008.05.002

Google Scholar

[9] Qunshan Ye. Resear on the Rheological Characteristics of Fiber Modified Asphalt Binder and Mixture[D]. Wuhan: Ph D dissertation of Wuhan University of technology, 2007: 40~46.

Google Scholar

[10] R.L. Terrel, and J.A. Epps, National Asphalt Pavement Association (NAPA): Riverdale, MD, 1989, 114.

Google Scholar

[11] Soon-Jae Lee a, Hakseo Kim, Serji N. Amirkhanian, Kwang W. Kim. Relation of mechanical properties of recycled aged CRM mixtures with binder molecular size distribution[J]. Construction and Building Materials 23 (2009) 997–1004.

DOI: 10.1016/j.conbuildmat.2008.05.016

Google Scholar