Study on Structural Design and Driving Process of a Subway Station with Large Transection by Tunneling Method

Article Preview

Abstract:

Structural design and construction process for a subway station consists of two tunnels with large transection are discussed according to its function and geological conditions of rock mass in this paper. A composite lining is designed to support surrounding rock, and partial bench cut method, side drift method are utilized to build the special subway transfer station in rock mass. The practice of the designed scenario proves to be a great success and attains the safe construction of the station by tunneling method.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1325-1328

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Vocational standard of the P.R.C. Code for Design of Railway Tunnel(TB10003-2005)(in Chinese). Beijing: China railway press, (2005).

Google Scholar

[2] National Standard of the P.R.C. Code for Design of Metro(GB50157-2003) (in Chinese). Beijing: China planning press, (2003).

Google Scholar

[3] Zhou, X.J., Zhou, J.M. Urban Metro and Light Rail Transit(in Chinese). Chengdu: Southwest Jiaotong University Press, 2012. 1.

Google Scholar

[4] Zhou, X.J., Wu, K.X. Design and Construction of Tunnel Across Yellow River at Yanshuiguan for Gas Transportation Project from West China to East. Underground Space(in Chinese), p.57~63.

Google Scholar