Analysis of Rutting Change Rule on Asphalt Pavement Overlay

Author:

Yao Zhan Yong1,Zhou Li Jian1,Shang Qing Sen2,Guo Jian Min3,Wang Na3

Affiliation:

1. School of Civil Engineering

2. Shandong University

3. Shandong Expressway Company Limited

Abstract

According to the traffic load, road surface temperature, pavement structure parameters and the creep parameters of asphalt mixture of Jiqing highway, the freeway asphalt overlay rutting depth prediction model is constructed with ABAQUS finite element analysis software to simulate numerically on overlay rutting depth, and the relationship among the axial load times, overlay thickness and the rutting depth is studied at the same time. The results of the study show that, the theoretical calculation agrees well with measured results of rutting depth, the relationship among the overlay thickness, the axle load times and the rutting depth coincides with logarithmic function model, and in the same asphalt overlay height, anti-rutting ability on AC-20 is better than that of AC-25 ,AC-20 and AC-25 combinations.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference8 articles.

1. Zhengqi Zhang: Maintenance Technology on Highway Asphalt Pavement (People's Communications Press, China 2010). (In Chinese).

2. Kai Su and Lijun Sun: submitted to Highway (2006). (In Chinese).

3. Ping Li, Binggang Wang and Zhengqi Zhang: submitted to Journal of Highway and Transportation Research and Development (2011). (In Chinese).

4. Kai Su, Chunhui Wang, Gang Zhou and Lijun Sun: submitted to Journal of Tongji University(Natural Science) (2008). (In Chinese).

5. Jin-an Shen: Road Properties on the Asphalt and Asphalt Mixture (People's Communications Press, China 2001). (In Chinese).

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