Study on Structural Design and Driving Process of a Subway Station with Large Transection by Tunneling Method-Reference-Cited by-同舟云学术

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

Published:2013-08 Issue: Volume:353-356 Page:1325-1328
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Zhou Xiao Jun¹,Yang Chang Yu²

Affiliation:

1. Southwest Jiaotong University

2. China Railway ErYuan Engineering Group Co.Ltd.

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.353-356.1325.pdf

Reference4 articles.

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

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

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

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.

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