INVESTIGATION ON STATIC SHEAR CREEP BEHAVIOR OF ASPHALT MASTIC CONTAINING RECYCLED CEMENT MORTAR POWDER

被引：0
|
作者：
Zhu, J. Q. [1 ]
Wu, S. P. [1 ]
Zhong, J. J. [1 ]
Zhang, W. [1 ]
Wang, D. M. [1 ]
机构：
[1] Wuhan Univ Technol, Key Lab Silicate Mat Sci & Engn, Minist Educ, Wuhan 430070, Hubei, Peoples R China
来源：
ADVANCES IN HETEROGENEOUS MATERIAL MECHANICS 2011 | 2011年
关键词：
static shear creep behavior; asphalt mastic; recycled cement mortar powder; filler;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The static shear creep behavior of asphalt mastic containing recycled cement mortar powder (CMP) is investigated in this paper. The used mastic consists of asphalt and filler at a mass ratio of I:I. The static shear creep tests were performed by Dynamic Shear Rheometer (DSR) at 0 degrees C. The deformation and stiffness of CMP asphalt mastic were discussed. Experimental results showed that CMP results in smaller deformation, higher static shear creep stiffness modulus of asphalt mastic at 0 degrees C.
引用
收藏
页码：429 / 432
页数：4
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