Studying on the Application of the Flat-Top Straight Wall Cross Diaphragm (CRD)+Multiple Pre-Top Bracing Concealed Excavation Construction Method

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Abstract:

In this paper, the Beijing 10-line New Gongzhufen station close-attached undercrossing the existing Subway Line 1 Station is taken as engineering background, and studying on the application of the flat-top straight wall Cross Diaphragm (CRD)+ multiple pre-top bracing concealed excavation construction method in the large cross-section metro station closely-attached undercrossing the existing station. The result shows that the construction method can effectively control settlement of the existing station and satisfy the 3mm settlement control indicators of the bottom of the existing station. So the construction method is an applicable value in the construction of the strictly close-attached passing through the existing buildings.

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Periodical:

Advanced Materials Research (Volumes 926-930)

Pages:

640-644

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Online since:

May 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] WANG Zhansheng, ZHANG Dingli. Key techniques on shallow embedded tunnel constructed beneath existing subway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2 ): 4209-4213 (in Chinese).

Google Scholar

[2] Kong Xiangpeng, Liu Guobin, Liao Shaoming. Influence of construction of shanghai stadium transverse station of pearl line phase II on station of metro line NO. 1[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(5):821-825. (in Chinese).

Google Scholar

[3] HaiboYao. Research on construction technology of large section tunnel crossing under the existing subway tunnel by means of shallow tunneling method [D]. Beijing: Beijing Jiaotong University, 2005. (in Chinese).

Google Scholar

[4] Chen Mengqiao, Yang Guangwu. Deformation control of a newly-built subway station crossing the adjacent existing subway tunnel[J]. China Railway Science , 2011 , 32(4): 53-59 (in Chinese).

Google Scholar

[5] LI Peng-fei, ZHANG Ding-li, FANG Qian. Study on Deformation Distributing Principle Used in Construction of Tunnel Passing Through Existing Structures [J]. Journal of Beijing university of technology, 2009, 35(10): 1344-1349 (in Chinese).

Google Scholar

[6] ZHANG Xiao-li. Research on the key technology and experience of shallow tunneling method crossing under the existing subway tunnel[D]. Beijing: School of Civil Engineering, Beijing jiaotong University, 2007. ( in Chinese)).

Google Scholar

[7] Zhang Cheng-ping, Zhang Dingli, Wang Mengshu . Structural deformation of overlying subway tunnels induced by tunneling [J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 805-810. (in Chinese).

Google Scholar

[8] Beijing Urban Engineering Design & Research Institute co., LTD. Gongzhufen station undercrossing existing line station design reporting[R]. Beijing, Beijing Urban Engineering Design & Research Institute co., LTD. 2006. (in Chinese).

DOI: 10.18057/icass2018.p.135

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