The Influence Analysis of the Soil Base and the Base Stiffness of Highway Asphalt Pavement on Pavement Thickness

Author:

Song Jian1,Cui Wen Yan1,Fan Yun Yun1

Affiliation:

1. Northeastern University

Abstract

Using pavement thickness layered system computational theories and methods that current design criteria proposed, according to the result of the calculating example, this paper analyzed the influence of different soil base and the base stiffness of highway asphalt pavement for base thickness, and pointed out that thickness of pavement base decreased with increase of the soil base and the base stiffness. Therefore, optimum selecting fillers in constructing road bed beside the upper part of the roadbed, strengthening the subgrade and compacting by layer, to improve the mechanical properties of subgrade. Meanwhile, it has important significance in obtaining the obvious economic effect on decreasing thickness of pavement structure by properly using base material of high stiffness. Besides, this result indicate that the base course underside stresses increased with the base stiffness, therefore, the base course underside stresses should be checked, to ensure the corresponding the tensile strength of base material.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

1. Specifications for Design of Highway Asphalt Pavement (JTG D50 –2006) [S]. BeiJing: People's Communications Press. (In Chinese).

2. Sheng Zeng. The Effect of the Semi-rigid Base Modulus on Asphalt Pavement Performance[J].  Journal of China & Foreign Highway. Vol. 6, p.37—39, 2005. (In Chinese).

3. Bo Peng, Wenying Li, Jingliang Dai. Study on the Reasonable Thickness of Semi-rigid Base Bituminous Pavement[J]. Communications Standardization, Vol. 7, p.84—86, 2004. (In Chinese).

4. Qun Yang, Xiaoming Huang. Influence of Road Base's Module on Pavement Performance[J]. Joural of Southeast University, Vol. 7, p.81—83, 2001. (In Chinese).

5. Xiaoming Huang, Xiang Zhu. Design for Asphalt Pavement[M]. BeiJing: People's Communications Press, p.16-29, 2002. (In Chinese).

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