Experimental Study on Highway Tunnel Surrounding Rock Reinforced by Small Pipe Pre-Grouting

Article Preview

Abstract:

Small pipe of staggered by length leading-drilling and grouting support technology was adopted for per-reinforcement of Lion-shaped Tunnel typeII rock, cement paste filled into loose rock mass rock fracture for adglutinate broken rock into a integrality, thus enhance the coherence and solidity of rock. Thesis introduced process flow of small pipe drilling grouting, grouting equipment, grouting parameters selection and practical applications. Through tunnel deformation monitoring and analysis, grouting reinforcement has achieved very good effect.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

2617-2621

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Weitao Chen, Mingnian Wang, Lei Zhang, et al. Influence of pre-reinforcement measures on excavation stability of tunneling [J].Chinese Journal of Rock Mechanics and Engineering, 2009, 28(8): 1640~1645(in Chinese)

Google Scholar

[2] Heyu LI. Pipe grouting technology and the application to the tunnel and underground engineering[M.S. Thesis][D].Chengdu:Southwest Jiaotong University,2002.(in Chinese)

Google Scholar

[3] Xuzhi Zhang, Fei-Yue Fu, Xinghua Wang. Experiment of fracturing grouting in soft flowing mucky clay in Nanjing tunneling construction[J]. Hydrogeology and Engineering Geology, 2004, (1):67~70(in Chinese)

Google Scholar

[4] Zhenying Cao. The application of pipe roof and grunting reinforcement in tunnel collapse treatment [J].Journal of Highway, 2004, (6) : 173 ~ 176(in Chinese)

Google Scholar

[5] Yuewen Zan. Motility additional second-line formation Grouting Tunnel [J]. Railway Engineering Society, 1999, (3): 68 ~ 71(in Chinese)

Google Scholar

[6] Xiuren He. Grouting and plugging [M]. Shenyang: Northeastern University Press, 1990(in Chinese)

Google Scholar