DocumentCode :
2807430
Title :
The application of TPS modified asphalts in granulated crumb rubber asphalt mixture
Author :
Yao, Lili ; Wang, Xuancang ; Zhang, Cong ; Cao, Gaoshang
Author_Institution :
Sch. of Highway, Chang´´an Univ., Xi´´an, China
fYear :
2011
fDate :
15-17 July 2011
Firstpage :
3625
Lastpage :
3628
Abstract :
Granulated crumb rubber asphalt pavement is a new kind of pavement with higher elasticity and effective anti-ice performance, contact interact state between asphalt mixture structure and materials is changed by means of adding granulated crumb rubber into asphalt mixture, so pavement is prone to in compact and flake off, its service lifetime decreases, in this paper research work, we chosen TPS modified asphalts with high viscosity as binder, studied the difference of all kinds of performance aspects among TPS modified asphalts, SBS modified asphalt and groundmass asphalt, and compared with the pavement performances of granulated crumb rubber asphalt mixture with these different asphalts, the test results indicates that TPS modified asphalts can evidently improve moisture stability and other pavement performances of granulated crumb rubber asphalt pavement, also enhance service lifetime of asphalt pavement.
Keywords :
asphalt; durability; elasticity; mechanical contact; mixtures; road building; rubber; structural engineering; viscosity; TPS modified asphalts; anti ice performance; binder; contact interaction state; elasticity; granulated crumb rubber asphalt mixture; groundmass asphalt; moisture stability; pavement; service lifetime enhancement; service lifetime reduction; viscosity; Asphalt; Concrete; Road transportation; Rubber; Scattering; TPS modified asphalts; asphalt mixture; granulated crumb rubber; moisture stability;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
Type :
conf
DOI :
10.1109/MACE.2011.5987778
Filename :
5987778
Link To Document :
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