RESEARCH ON CREEP CHARACTERISTIC OF NANO-MONTMORILLONITE MODIFIED ASPHALT BINDER
The requirement for modified bitumen are increasing according to the high load condition and worse serving environment in modern highway construction.The aim of this work was the comparison of aging resistance capability from the creep stiffness modulus curve,for original asphalt and asphalt modified with different amounts organic nanometer montmorillonite (OMMT).Repeated creep and recovery experiments using dynamic shear rheometer (DSR) at different temperatures were carried out.The result showed that the OMMT introduction can reduce the creep stiffness modulus of the asphalt aged and 5wt% OMMT introduction reduce it most obviously,which indicates that the OMMT power can effectively improve the aging resistance capability of the asphalts.
layered nano-montmorillonite asphalt creep stiffness modulus
T.G Liu S.P.Wu K.Chang
Key Laboratory of Silicate Materials Science and Engineering of Ministry of Education,Wuhan University of Technology,Wuhan,Hubei 430070,China
国际会议
The Third International Conference on Heterogeneous Material Mechanics(第三届国际非均匀材料力学会议)
上海
英文
764-767
2011-05-22(万方平台首次上网日期,不代表论文的发表时间)