The Study of Optimal Design Method for Safe Monitoring in Tunnel

Article Preview

Abstract:

The deformation tendency and order of magnitude for surrounding rock, expressing the state of rock mass, always change the construction schemes and treatment measures. The monitoring is the most important guarantee for safety construction and operation in civil engineering. However, due to the unsuitable monitoring sections and equipments selected, the budget remains stubbornly high. Most of business owners just carry out some of them or even give up the monitoring. This brings enormous hidden trouble to construct. Based on the Doupengshan highway tunnel, the optimal design method for safety monitoring was studied by comprehensive analysis of the geological conditions, the results of numerical modeling and monitoring data. The main aim of monitoring is to obtain the most poor condition information rather than all of them. It’s best to employ different type of monitoring instruments in order to verify results each other. That is to say, the monitoring of internal force or displacement can take the place of the convergence monitoring every two sections. The new monitoring design saves the budget 20% than origin one. The research result will guide the monitoring design for similar engineering.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

2538-2542

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yiming Deng, Shengtao Li. International Journal of Rock Mechanics and Mining Science, Vol. 24 (1987), pp.264-264.

Google Scholar

[2] Hou J.-S., Tseng D.-J., Lee Y.-H. Monitoring and evaluation after repair and reinforcement of damaged 3-lane Freeway Tunnel located within fault Influenced zone. Proceedings of the 33rd ITA-AITES World Tunnel Congress. Prague: (2007).

DOI: 10.1201/noe0415408073.ch48

Google Scholar

[3] Nakai T., Ryu M., Miyauchi H., et al. Deformation monitoring of large tunnel wall under construction by digital photogrammetry measurement at Ritto Tunnel. Proceedings of the 31rd ITA-AITES World Tunnel Congress. Turkey: (2005).

DOI: 10.1201/noe0415374521.ch180

Google Scholar

[4] Jianhua Chen. ShanXi Architecture, Vol. 35 (2009), p.335~336.(In Chinese)

Google Scholar

[5] Zhanbiao Ren. ShanXi Architecture, Vol. 34 (2008), p.321~322. (In Chinese)

Google Scholar

[6] Yongqing Huang. Technology & Economy in Areas of Communications, Vol. 1 (2010), p.67~69. (In Chinese)

Google Scholar

[7] Zhankui Liu, Baoxu Liu. Journal of Baotou University of Iron and Steel Technology, Vol. (2002), p.1~4. (In Chinese)

Google Scholar

[8] Shougen Chen. The SWTP-3 about New Austrian Tunneling Method. The first national youth rock mechanics proceedings (1991), 77~88.

Google Scholar

[9] Rodger A A, Holland D C, Littlejohn. International Journal of Rock Mechanics and Mining Sciences, Vol. 27 (1990), pp.361-361.

Google Scholar

[10] Xingguang Zhao, Haitao Qiu. Chinese Journal of Rock Mechanics and Engineering, Vol. 26 (2007), p.587~593. (In Chinese)

Google Scholar

[11] Zhengming Zou. Highway, Vol. 10 (2006), p.222~226. (In Chinese)

Google Scholar

[12] Yaozhong Chen. Journal of Rock Mechanics and Engineering, Vol. S (1999), p.1145~1150. (In Chinese)

Google Scholar

[13] Hao Wang. Journal of Rock Mechanics and Engineering, Vol. S (1999), p.1217~1219. (In Chinese)

Google Scholar

[14] Zhang C.P., Liu W.N. Tunnel clear 3D deformation monitoring methods at home and abroad in the contact dynamic. Chinese civil engineering society of tunnel and underground engineering branch of the 11 th conference proceedings (2000).

Google Scholar

[15] Lian Xue. Journal of Gansu Sciences, Vol. 20 (2008), p.156~158. (In Chinese)

Google Scholar

[16] Liang Hu. Highway & Transportation in Inner mongolia, Vol. 1 (2008), p.35~40. (In Chinese)

Google Scholar

[17] Xiaojuan Zhu, Guoti Wang. ShanXi Architecture, Vol. 36 (2010), p.309~310. (In Chinese)

Google Scholar

[18] Mingzhong Gao, The reprot of the deformation monitoring of surrounding rock and construction technique. 2010: Chengdu.

Google Scholar

[19] Zhang X.R., Pan Z.Y. Bridge and Culvert Engineering, Vol. 1 (2005), p.56~59.

Google Scholar

[20] Zhifu Qin, TangJian Tang. Technology of Highway and Transport, Vol. 20 (2006), p.99~105. (In Chinese)

Google Scholar

[21] Metje Nicole, Chapman David N., Rogers Christopher D.F., et al. Optical Fibre Sensors For Remote Monitoring of Tunnel Displacements - Prototype Tests in the Laboratory. Proceedings of the 32rd ITA-AITES World Tunnel Congress. Seout,Korea: (2006).

DOI: 10.1016/j.tust.2005.12.062

Google Scholar