Physical and Rheological Characteristics of Polymer Modified Bitumen with Nanosilica Particles

被引:58
作者
Alhamali, Dhawo Ibrahim [1 ]
Wu, Jiantao [2 ]
Liu, Quan [2 ]
Hassan, Norhidayah Abdul [3 ]
Yusoff, Nur Izzi Md. [1 ]
Ali, Shaban Ismael Albrka [1 ]
机构
[1] Univ Kebangsaan Malaysia, Dept Civil & Struct Engn, Bangi 43600, Malaysia
[2] Hohai Univ, Coll Civil & Transportat Engn, Nanjing, Jiangsu, Peoples R China
[3] Univ Teknol Malaysia, Fac Civil Engn, Johor Baharu, Malaysia
基金
中国国家自然科学基金;
关键词
Master curve; Nanosilica; Polymer; Bitumen; ASPHALT; BINDERS; SBS;
D O I
10.1007/s13369-015-1964-7
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This study was conducted to investigate the performance characteristics of polymer modified bitumens (PMB) mixed with nanosilica (NS). PMB, PG 76 and NS were mixed with concentration of binder weight at 0, 2, 4 and 6%. During the course of the mixing process, the binders were kept at 163 degrees C and blended using a shear rate of 3000rpm for 1 h. As a result, microstructure examination, effects of NS on storage stability, and physical and rheological properties were investigated. Besides that, requirement tests such as penetration, softening point, ductility, viscosity and rheological analysis, such as isochronal plot, master curves, black diagram and SHRP parameters, are also conducted. SEM result revealed that NS particles disperse well in the bituminous binder matrix and the addition of NS into PMB will enhance the viscosity and ductility. The study result also revealed that nanosilica-modified bitumen binder storage capability is dependent on NS content. Based on the dynamic shear rheometer test, the addition of NS also increased the complex modulus G* at a lower frequencies and/or high temperatures compared to PMB binder, thus increasing the rut factor, causing higher rutting resistance. In contrast, at high frequencies and/or intermediate temperatures, G* decreases leading to improved fatigue behaviour at temperatures lower than 40 degrees C. Overall, the findings from this study can be concluded that the addition of 6% of nanosilica is the optimum content to improve the performance characteristics of polymer modified bitumen.
引用
收藏
页码:1521 / 1530
页数:10
相关论文
共 52 条
[1]  
Airey G.D., 2002, Road Materials and Pavement Design, V3, P403, DOI [DOI 10.1080/14680629.2002.9689933, 10.1080/14680629.2002, DOI 10.1080/14680629.2002]
[2]   Styrene butadiene styrene polymer modification of road bitumens [J].
Airey, GD .
JOURNAL OF MATERIALS SCIENCE, 2004, 39 (03) :951-959
[3]   Rheological properties of styrene butadiene styrene polymer modified road bitumens [J].
Airey, GD .
FUEL, 2003, 82 (14) :1709-1719
[4]   Effect of Styrene-Butadiene-Styrene on the Properties of Asphalt and Stone-Matrix-Asphalt Mixture [J].
Al-Hadidy, A. I. ;
Tan Yi-qiu .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (04) :504-510
[5]   Properties of Portland cement-modified asphalt binder using Superpave tests [J].
Al-Khateeb, Ghazi G. ;
Al-Akhras, Nabil M. .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (02) :926-932
[6]   Polymer-layered silicate nanocomposites: Preparation, properties and uses of a new class of materials [J].
Alexandre, Michael ;
Dubois, Philippe .
Materials Science and Engineering: R: Reports, 2000, 28 (1-2) :1-63
[7]  
American Society for Testing and Materials, 1995, D36 ASTM
[8]  
American Society for Testing and Materials, 1999, D113 ASTM
[9]  
American Society for Testing and Materials, 1996, D5892 ASTM
[10]  
American Society for Testing and Materials, 1997, D5 ASTM