Response of Perpetual Pavement under Different Axle Heavy Truck

Author:

Ma Shi Jie1,Huang Xiao Ming1

Affiliation:

1. Southeast University

Abstract

To investigate suitability of the perpetual pavement under ultra-heavy loads, a test road was constructed on expressway in Shandong province of China. There were five pavement structures include semi-rigid asphalt pavement, each was instrumented with gages for measuring the strains of asphalt base layer, the vertical stress of subgrade, temperature of asphalt layers. The analysis of the strain data indicated that the strain values are affected by the temperature, the vehicle load, axle type, and the pavement structure combination. To research the response of different structure, tested different axle and load at different temperature, then different pavement response models were developed that accounts for layer thickness, axles load, pavement temperature and equivalent modulus of pavement foundation. The models provides good references under heavy vehicle loading and China local climate, it will be useful for perpetual pavement design.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference5 articles.

1. NEWCOMB D E, BUNCHER M B, HUDDLESTON I J. Concepts of perpetual pavements[C]/ Transportation Research Circular 503: Perpetual Bituminous Pavements. Washington DC: Transportation Research Board National Research Center, 2001: 4-11.

2. QUINTUS V, HAROLD L. Application of the endurance limit premise in mechanistic-empirical based pavement design procedures[C]/ International Conference on Perpetual Pavements. Ohio: Applied Research Associates Press, 2006: 1-19.

3. Y. Mishing, in: Diffusion Processes in Advanced Technological Materials, edtied by D. Gupta Noyes Publications/William Andrew Publising, Norwich, NY (2004).

4. NCHRP 1-37A. Guide for mechanistic-empirical design of new and rehabilitated pavement structures[R]. Washington DC: Transportation Research Board National Research Council, (2004).

5. NIE Yi-hua1, ZHANG Qi-sen1. Analysis and application of shear stress in high-type asphalt pavement[J]. Journal of Central South University: Science and Technology, 2007,38(6): 1232-1238 (In Chinese).

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