Research on Spacial Displacement Regulations in Soft Surrounding Rock Tunnel

Article Preview

Abstract:

Based on the engineering background of Dongkeling tunnel of Guizhou-Guangzhou high-speed rail, construction process in soft surrounding rock is simulated by using finite difference software——FLAC according to large-deformation characteristics in water-rich and weathering altered granite weak surrounding rock. Several aspects, such as vault settlement, invert uplift, clearance convergence, surface settlement, the maximum and minimum principal stress of the initial support and plastic zone of surrounding rock, are analyzed to determine the tunnel stability with different construction methods.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 690-693)

Pages:

886-889

Citation:

Online since:

May 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] ZHANG Jinlong, XU Weiya, XU Fei. Chinese Journal of Rock Mechanics and Engineering. 2009, 28(A02): 3965-3970(In Chinese).

Google Scholar

[2] HEIDER, E.R. D.C.OLIVER. Foreign Language Teaching and Research, Vol. 3 (1999), p.62.

Google Scholar

[3] XIONG Zhi-biao, WANG Qi-yun, CHEN Zhen-fu. Journal of Safety and Environment, 2008,8(4): 101-104(In Chinese).

Google Scholar

[4] GAO Yin, WANG Ke-feng, ZHU Kui-wei. Chinese Journal of Geotechnical Engineering, 2007,29(5): 760-764(In Chinese).

Google Scholar

[5] GAO Jun-qi, SHI Bin, ZHANG Wei. Chinese Journal of Rock Mechanics and Engineering,2005,24(A02): 5604-5610(In Chinese).

Google Scholar

[6] JIANG YUN, LI YONGLIN. Journal of Geological Hazards and Environment Preservation, 2004, (In Chinese).

Google Scholar

[7] PIETRO LUNARD. Tunnels & Tunneling International ADECO Approach, Vol. 5 (2000), p.30.

Google Scholar