Study on Design Method for Asphalt Overlay on Old Cement Concrete Pavement in Shanxi Province on Trunk Highway

Author:

Wang Hui1,Zhang Jiu Peng2

Affiliation:

1. Shanxi Transportation Research Institute

2. Chang’an University

Abstract

In view of the the imperfection of design method of asphalt overlay on old cement under heavy-load traffic, and with the background of a successful practice of repaving improvement project in Xia Jiaying-Fen Yang expressway, this article analyzes the mechanical response of the old cement concrete road slab and the overlay, takes the influence of the void under slab on the life expectancy of asphalt overlay into account, and advances the mechanistic-empirical design process of asphalt overlay under heavy-load traffic. In comparison with Chinese standard, this method takes the influence of old concrete pavement on the reflective cracking of overlay into consideration, which ensures that there is no reflective cracking on the overlay in 3 years.

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

1. Specifications of the People's Republic of China JTG D40-2002. Specifications Of Cement Concrete Pavement Design for Highway[S]. Bei Jing, China Communications Press. (2002).

2. Yuxia Ren. The evaluation and disease cause analysis of cement pavement for XiaFen expressway[J]. Shanxi Science & Technology of Communications, 2008(6): 4-6.

3. Yumin Zhou. The mechanism of reflective cracking and design method of asphalt overlay paved on existing cement concrete pavements[D]. Shang Hai. Tongji University. (2007).

4. Heping Yang, Jin Zhang, Jintao Yin. Temperature gradient and warping stress of cement pavement with or without open-graded wearing course[J]. Journal of Highway and Transportation Research and Development, 2013, 33(6): 75-79.

5. Peijian Ma, Gaoshang Cao, Jie Wang, Jiarong Wang. Cracking life prediction of composite pavement with stress absorbing layer[J]. Journal of Highway and Transportation Research and Development. 2013, 30(9): 18-26.

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