Study on Load Stress of Lean Concrete Base in Asphalt Pavement

Article Preview

Abstract:

Load stress, which is caused by traffic loading, is important parameter used in the analysis of the new pavement design. In order to study the load stress of lean concrete base in the asphalt pavement, first of all, three–dimension finite element model of the asphalt pavement is established. The main objectives of the paper are investigated. One is calculation for load stress of lean concrete base, and the other is analysis for relationship between load stress of lean concrete base and parameters, such as thickness, modulus. The results show that load stress of lean concrete base decreases, decreases and increases with increase of base’s thickness, surface’s thickness and ratio of base’s modulus to foundation’s modulus respectively. So far as the traffic axle loading is concerned, it has a significant impact on load stress of lean concrete base, and it can be seen from results that when load is taken from 100kN to 220kN, load stress increases quickly with the increase of the traffic axle loading.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1495-1498

Citation:

Online since:

May 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Lijun Suo. Research on designing method for asphalt pavement of porous concrete base [D]. Xian: chang'an university, 2005:10-30.

Google Scholar

[2] Ministry of Communications of the People's Republic of China. Specifications of Cement Concrete Pavement Design for Highway(JTGD40-2002)[S].Beijing: China Communications Press, 2002:6-12.

Google Scholar

[3] Yangbin. Research on structure of asphalt overlay on old cement concrete pavement[D]. Xian: chang'an university, 2005: 58-79.

Google Scholar

[4] Jiangang Yang. Research on structure analysis and design of asphalt pavement with lean concrete base[D]. Xian: chang'an university, 2003: 10-50.

Google Scholar

[5] Manuel J.C. Minhoto, and Jorge C. Pais. Predicting asphalt pavement temperature with a three-dimensional finite element method[J]. Transportation Research Record(No.1919). 2005: 96-110.

DOI: 10.1177/0361198105191900111

Google Scholar