Investigation on Static Shear Creep Behavior of Asphalt Mastic Containing Recycled Red Brick Powder

Abstract:

The static shear creep behavior of asphalt mastic containing recycled red brick powder (RBP) is investigated in this paper. The used mastic consists of asphalt and filler at a mass ratio of 1:1. Dynamic Shear Rheometer (DSR) performed the static shear creep tests at 0°C. The static shear creep behavior of RBP asphalt mastic was analyzed and modeled based on Burgers model. It is concluded that the introduction of RBP results in smaller deformation, higher static shear creep stiffness modulus of asphalt mastic at 0°C. It was also indicated that Burgers model can well explain the static shear creep behavior of RBP asphalt mastic.

• Periodical: Advanced Materials Research (Volumes 306-307)
• Pages: 1707-1711
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.306-307.1707
• Online since: August 2011
• Authors: Yi Han Sun, Shao Peng Wu, Ji Qing Zhu, Jin Jun Zhong
• Keywords: Asphalt Mastic, Burgers Model, Filler, Recycled Red Brick Powder, Static Shear Creep Behavior

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