Analysis of Difference in Axial Force of Anchor in Shallow-Buried Loess Tunnel with Large Cross-Section

Qiang Li; Zhong Ming Su

doi:10.4028/www.scientific.net/AMM.204-208.1343

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Analysis of Difference in Axial Force of Anchor in...

Analysis of Difference in Axial Force of Anchor in Shallow-Buried Loess Tunnel with Large Cross-Section

Abstract:

Based on the Hejiazhuang tunnel on the Zhengzhou-Xi’an passenger dedicated railway,forcing cases of systematic anchor was studied in loess tunnel with large cross-section and forcing characteristics of systematic anchor at vault and sidewall parts were obtained; Causes that the forcing difference varies much were analyzed from the perspective of the law of radial displacement attenuation and distribution form of surrounding rock pressure，the related conclusions will offer reference value and guiding significance to the design and construction of such tunnels.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

1343-1346

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.1343

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Online since:

October 2012

Authors:

Qiang Li, Zhong Ming Su

Keywords:

Distribution of Surrounding Rock Pressure, Loess Tunnel with Large Cross-Section, Radial Displacement Attenuation, Systematic Anchor

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References

[1] Guo Jun, Wang Mingnian, Tan Zhongshen, et al. Rock and Soil Mechanics, 2010, 31(3):870-874.

Google Scholar

[2] Chen Guangfeng,Mi Haizhen..Journal of Gansu University of Technology, 2003, 29(1):116-119.

Google Scholar

[3] Chen Jianxun, Jiang Jiuchun, Wang Mengshu. China Journal of Highway and Transport, 2007,20(3):71-75.

Google Scholar

[4] Zhou Shengguo, Huang Lunhai, Jiang Shuping, et a1. Chinese Journal of Underground Space and Engineering, 2005, 1(2):188-191.

Google Scholar

[5] Tan Zhongsheng,Yu Yu,Wang Mingnian,et al. Chinese Journal of Rock Mechanics and Engineering,2008,27(8):1618-1625.

Google Scholar

[6] Wand Mingnian, Guo Jun, Luo Lusen,et al. China Railway Science, 2009, 30(5):53-57.

Google Scholar

[7] Yao Xianchun, Li Ning, Chen Yunsheng. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13):40-47.

Google Scholar

[8] Li Li. Shanxi Science & Technology of Communications, 2011, 3:50-53.

Google Scholar