Management Research on Treatment Measures for Differential Settlement of Tianjin-Binhai Expressway's Widened Subgrade

Article Preview

Abstract:

Control of differential settlement of widened subgrade is one of key pints for the quality control of expressway reconstruction and extension projects and a focus for many scholars. In the paper, the analysis model of the pavement structure stress is built based on character and design parameters of the subgrade and pavement of Tianjin-Binhai Expressway. The control standards for the subgrade and pavements differential settlement of Tianjin-Binhai Expressway are confirmed through analyzing the pavements mechanical response under different differential settlements and treatment measures are taken according to classification of different differential settlements to control the final settlement amount within the preset range, which provides references for renovation and extension projects in future.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

28-34

Citation:

Online since:

January 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Li Liping. Finite element analysis of embankment's widening and deformation character [J]. Subgrade engineering. 2010. (04).

Google Scholar

[2] Kou Chuan. Highfill Research on high-filled subgrade's differential settlement mechanism controlled by dynamic compaction [D]. Chengdu: Southwest Jiaotong University. (2006).

Google Scholar

[3] Liu Jing, Wang Xuancang, Gao Zhiwei. Research on target-based active control of expressway differential settlement [J]. Road construction machinery and construction organization. 2010. (03).

Google Scholar

[4] Cheng Xingxin; Wang Xuancang; Gao Zhiwei.Control standard for differential settlement based response to pavement damage [J]. Journal of Chang'an University (natural science edition. (2010).

Google Scholar