Study on Deformation Influence of Deep Foundation Pit Pile-Anchor Supporting System Nearby Metro Structure

Article Preview

Abstract:

In the big cities, any construction nearby the metro structure become critical to the safety of the metro,especially for deep foundation pit engineering.In such case,Pile-anchor supporting system is normally used, however different deformation shape of the supporting wall will bring different deformation of the metro structure.This paper analysed the relations between the pile-anchor supporting system and the nearby metro structures and stated how to control the nearby metro structure deformation through the design of the Pile-anchor supporting system.The analysis showed the following conclusions:If the nearby metro structure is closer to the ground surface, it will be more sensitive to the deformation of the piles-anchor system;Shape 1 & 2 are better to control the metro structure deformation,Shape 3 will result bigger settlement;the metro structure above and in the middle of the foundation bottom level are very much influenced by the deformation of the piles;If the deformation of metro structure exceeds the allowable value, other measures should be considered.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1190-1194

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Brown, D.Z. and Vinson, R.J. Stiffness parameters for a strong and colorful aeolian soil. [J]Geomaterial Characterization (GSP 199), (2006): 12-22.

Google Scholar

[2] Wenhua Gao, Linde Yang, Pusheng Shen, Deformation forecast for foundation pit and enviromental protection around pit[J]Chinese Journal of Rock Mechanics and Engineering. 2001. (04). (In Chinese).

Google Scholar

[3] Zhiyong Zhan. Analysis of Foundation Pit Deformation and Prediction of Surrounding Land Subsidence. [J]Building Construction. 2007. (12) (In Chinese).

Google Scholar

[4] Jianxi Ren, Kun Zhang, Xinyan Chen, Chao Feng, Lixin Gao. Deformation laws of supporting structure for deep foundation pit of Olympic Park subway station[J]. Chinese Journal of Geotechnical Engineering. 2008. (In Chinese).

Google Scholar

[5] Guoliang Zhang. Study on the Stability and Deformation Characteristics of Deep Foundation Pit Near Existing Line[J] Zhong Nan University. 2012. (12). (In Chinese).

Google Scholar

[6] Longchuan Kuang. Influence of construction of deep foundation pit on tunnels of metro[J]. Chinese Jounal of Geotechnical Engineering. 2000. (03). (In Chinese).

Google Scholar

[7] Xu Zhang, Beirong Ji, Hua Shao, Influence of Foundation Pit Excavation on Adjacent Subway Tunnel[J] Shanghai Geology, 2008. (02). (In Chinese).

Google Scholar

[8] Weidong Wang, Jiangbin Wu, Qiping Weng. Numerical modeling of affection of foundation pit excavation on metro tunnel[J]. Rock and Soil Mechanics. 2004. (S2). (In Chinese).

Google Scholar