Summary of the New Rutting Tests of China

Author:

Liu Hao1,Guan Hong Xin1,Luo Zeng Jie1

Affiliation:

1. Changsha University of Science and Technology

Abstract

The asphalt pavement is the mainstream pavement structure of the expressway in our country. But it is investigated that rutting disease appeared even though the asphalt mixture was test qualified. With this instruction, the standard rutting test method has difficult in satisfying the complex working condition of asphalt pavement. In order to solve these, some new rutting test methods which are in accordance with privileged conditions have been proposed from theory and simulation test by many scholars’ deeper research, including lots of feasible methods. By summarized the new anti-rutting methods of asphalt pavements and described all kinds of basic principles and engineering applications, the deficiency of the new rutting test methods was pointed out and the development direction was proposed.

Publisher

Trans Tech Publications, Ltd.

Reference14 articles.

1. LIANG Yi, Guan Hongxin, Zhang Qisen, etal. Investigation and analysis on rutting disease of highway in long and steep longitudinal slope section[J]. Journal of China & Foreign Highway, 2008, 28(5): 68-70.

2. YU Ling, LIU Gang, ZHOU Xiao-dan et al. Analysis of typical mechanical damage on expressway asphalt pavemen[J]. Journal of Shenyang Arch. And Civ. Eng. University, 2004, 20(1): 36-38.

3. WU Hao, PEI Jian-zhong, Zang Jiu-pen. Rutting law and its influence factors for asphalt pavement in long and steep longitudinal slope section[J]. Journal of Chang an University : Natural Science Edition, 2009, 29(6): 28-31.

4. LI Ming-guo, NIU Xiao-xia, SHEN Ai-qi. Anti-rut ability of asphalt pavement on mountain freeway[J]. Journal of Chang an University: Natural Science Edition, 2006, 26(6): 19-22.

5. WU Shao-peng, WANG Jia-zhu CHEN Tai-quan. Stress analysis of asphalt pavement on large longitudinal slop[J]. Journal of Wuhan University of Technology: Transportation Science & Engineering, 2006, 30(6): 969-972.

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