Analysis of Surveillance for Deep Foundation Pit of Subway Station

Article Preview

Abstract:

Deep foundation pit of subway station project are affected by the geological conditions with rich water and sand seriously. So the construction has a greater difficulty. We have to analyze the measured data and study on the deformation law of retaining structure and soil. That can be used as theoretical verification about the design scheme of retaining structure. The results show that this design scheme can be used as the support form in the similar geological conditions.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1625-1628

Citation:

Online since:

May 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] LIU Yong, FENG Zhi, HUANG Guochao, etal. The Study in Predicting the Deformation of Supporting Structure for Deep Foundation Pit[J]. Chinese Journal of Underground Space and Engineering. 2009,5(2): 329-335(in Chinese)

Google Scholar

[2] LIU Jie, YAO Hai-lin, REN Jian-xi. Monitoring and numerical simulation of deformation of retaining structure in subway station foundation pit[J]. Rock and Soil Mechanics, 2010,31 (Supp.2):456-461(in Chinese)

Google Scholar

[3] Yang Xiaojie, Liu Dongming, Zhang Fan, etal. Study on the Stability of Foundation Pit Supporting in Metro Tunnels[J]. Chinese Journal of Underground Space and Engineering, 2010,6 (3):516-520(in Chinese)

Google Scholar

[4] AN Guan-feng, SONG Er-xiang, GAO Jun-yue. Foundation pit supporting design and supervision of Xiaoguweidao metro station in Guangzhou[J]. Rock and Soil Mechanics 2006,27(2):317-322(in Chinese)

Google Scholar