Construction Technologies for Doublearch Tunnels Crossing underneath Underground Shelter

doi:10.3973/j.issn.1672-741X.2012.z2.033

Tunnel Construction ›› 2012, Vol. 32 ›› Issue (增刊2): 167-173.DOI: 10.3973/j.issn.1672-741X.2012.z2.033

Previous Articles Next Articles

Construction Technologies for Doublearch Tunnels Crossing underneath Underground Shelter

LU Zhiqiang, HOU Xiaowen, XING Xiaojiang

(The 1st Engineering Co., Ltd. of China Raiway Tunnel Group, Chongqing 401121, China)

Received:2012-07-30 Revised:2012-09-10 Online:2012-12-20 Published:2013-02-19

Abstract

Abstract:

The tunnel often has to cross underneath important buildings. It is necessary to protect these buildings. It is difficult to cross underneath underground shelter. Rational construction program, closely underneath crossing, is selected. The successful application of the construction program shows that closely underneath crossing existing buildings can be realized under strict control. The paper can provide references for similar projects in the future.

Key words: tunnel, shallow bury, closely underneath crossing, underground shelter

LU Zhiqiang, HOU Xiaowen, XING Xiaojiang. Construction Technologies for Doublearch Tunnels Crossing underneath Underground Shelter[J]. Tunnel Construction, 2012, 32(增刊2): 167-173.

[1]	CHEN Jian, XUE Feng, SU Xiuting, LU Yao, LIU Tao. Key Technologies of Cutterhead Configuration and Cutter Replacement for Large diameter Shield under High Water Pressure [J]. Tunnel Construction, 2020, 40(7): 1057-1065.
[2]	LI Shenkui. Numerical Analysis and Model Test of Hourglassshaped Karst Collapse in Wuhan Area [J]. Tunnel Construction, 2020, 40(7): 981-987.
[3]	ZHAN Chao. Experimental Effect Prediction of Ground Conditioning of Water rich Sandy Stratum Based on BP Neural Network [J]. Tunnel Construction, 2020, 40(7): 988-0996.
[4]	ZHANG Li, SU Rui, HE Chuan, FENG Kun, FANG Ruoquan, XU Peikai. Fullscale Experimental Study on Bending Performance of Segmental Joints of Large Crosssection Shield Tunnel under Pure Compressive Bending Condition [J]. Tunnel Construction, 2020, 40(7): 997-1003.
[5]	WANG Ruochen, ZHU Yong, DI Cheng, HUANG Hua. Study on Optimization of Emergency Rescue Station of Yuntunbao Tunnel on ChengduLanzhou Railway [J]. Tunnel Construction, 2020, 40(7): 1029-1034.
[6]	ZHANG Longguan, LI Zhigang, TAN Jiang. Launching and Receiving Technology of Large Crosssection Horseshoeshaped Shield Used in Baicheng Tunnel [J]. Tunnel Construction, 2020, 40(7): 1041-1048.
[7]	HAN Yun. Study on Treatment Technology of Water Gushing and Mud Bursting Caused by Segment Drilling of Underwater Shield Tunnel [J]. Tunnel Construction, 2020, 40(7): 1049-1056.
[8]	JIANG Lijie, WEN Yongliang, JIA Lianhui, CHEN Baozong, HE Fei. Design and Analysis of a New TBM Propulsion System with Small Turning Radius [J]. Tunnel Construction, 2020, 40(7): 1081-1087.
[9]	LI Zhijun, GUO Xinxin, MA Zhenwang, YANG Tielun, XU Jianqiang. Research Status and Highstrength Prestressed Primary (type) [J]. Tunnel Construction, 2020, 40(6): 769-782.
[10]	SUN Zhenchuan, QIAN Tongtu, REN Yingying, CHU Changhai, ZHOU Zhenjian. Study on Key Technologies and Application of Engineering Big Data Management Platform of Tunnel Boring Machine [J]. Tunnel Construction, 2020, 40(6): 783-792.
[11]	CHEN Ziquan, KOU Hao, YANG Wenbo, HE Chuan, LI Yonglin. Cases Analysis of Mechanical Behavior Characteristics of Tunnel Supporting Structure in Mountainous Areas in Southwest China [J]. Tunnel Construction, 2020, 40(6): 800-812.
[12]	HAN Huaxuan. Study on Selection of Tunnel Design Standard for JakartaBandung Highspeed Railway Project in Indonesia [J]. Tunnel Construction, 2020, 40(6): 845-858.
[13]	HUANG Wei. Optimization Design of Segmental Structure of Large Crosssection Rectangular Pipe jacking Tunnel [J]. Tunnel Construction, 2020, 40(6): 859-867.
[14]	LI Yabo, LI Jing. Design of Lshaped Joint Concrete Lining Formwork Trolley [J]. Tunnel Construction, 2020, 40(6): 898-904.
[15]	LUO Duhao, JIANG Si, LIU Jianyou. Improvement Technology of Bearing Capacity of Prestressed Anchor Cable in Large span Tunnel: a Case Study on Badaling Great Wall Station [J]. Tunnel Construction, 2020, 40(6): 873-879.

Construction Technologies for Doublearch Tunnels Crossing underneath Underground Shelter

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments