Influence of Side-Pressure Coefficient on Deformation of Tunnel Surrounding Rock and Bolt Axial Force

Feng Hai Ma; Yan Wang; Zhi Bin Wang

doi:10.4028/www.scientific.net/AMM.741.138

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 741Influence of Side-Pressure Coefficient on...

Influence of Side-Pressure Coefficient on Deformation of Tunnel Surrounding Rock and Bolt Axial Force

Abstract:

Internal force and deformation of surrounding rock and supporting structure of the nonlinear research is the use of finite element software ADINA by ideal elastic-plastic constitutive model.Results show that the lateral pressure coefficient increased from 0 to 1, and even decrease sharply arch sedimentation of surrounding rock, side wall horizontal displacement towards the hole along the radial direction development gradually reduced to 0 and reverse to the hole, when the lateral pressure coefficient is less than 0.5, bolt axial force biggest change is not obvious, when lambda increases gradually, the largest bolt axial force significantly increased.

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Periodical:

Applied Mechanics and Materials (Volume 741)

Pages:

138-142

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.741.138

Citation:

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Online since:

March 2015

Authors:

Feng Hai Ma*, Yan Wang, Zhi Bin Wang

Keywords:

Shotcrete, Side-Pressure Coefficient, Support by Rockbolt, Underground Tunnel, Vault Subsidence

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* - Corresponding Author

References

[1] Dean Zhao, Zhimin Chen, Xiaolin Cai, et al. Analysis of the distribution rule of geostress in China[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(6)：1265–1271.

Google Scholar

[2] Caijun Xu, Zhi Yin. Progress in inversion for tectonic stress-strain fields using geodetic data [J]. Geomatics and Information Science of Wuhan University, 2014, 39(10): 1135-1146.

Google Scholar

[3] Zhanhai Li, Wancheng Zhu, Xiating Feng, et a1. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel [J]. Rock and Soil Mechanics, 2010, 31(Supp2）: 434-441.

Google Scholar

[4] Feng Jing, Qian Sheng, Yonghui Zhang, et al. Research on distribution rule of shallow crustal geostress in China mainland [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(10): 2056-(2061).

Google Scholar

[5] Fenghai Ma, Guodong Hu, Qingyuan Yang, et al. Deformation characteristics analysis on foundation pit at Dalian subway station [J]. Journal of Liaoning Technical University (Natural Science), 2012, 31 (2): 155-158.

Google Scholar

[6] Xiaohong Guo, Mengshu Wang. Analysis of efficacy of rock bolt for tunnel support stucture [J]. Rock and Soil Mechanics, 2007, 28(10）: 2234-2239.

Google Scholar

[7] Xiufeng Liu, Fuxing Jang. The mechanism analyzsis of the anchore一gunite-web shoring[J]. Journal of Liaoning Technical University (Natural Science), 2001, 20 (1): 43-45.

Google Scholar