Mechanics Analysis of Grade V Surrounding Rock Primary Support in Maanziliang Tunnel

Jia Ming Han

doi:10.4028/www.scientific.net/AMM.164.414

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 164Mechanics Analysis of Grade V Surrounding Rock...

Mechanics Analysis of Grade V Surrounding Rock Primary Support in Maanziliang Tunnel

Abstract:

Commonly used finite element strength reduction to calculate the safety factor of slope，to analyze the stability of the slope[1～3]. Recently it also proposed the methods to evaluate the safety factor for the stability of surrounding rock of underground chambers and supporting structural mechanics[4～6]. For Qinling Mountains of the complex geological conditions in the Maanziliang highway tunnel, this article use the finite element method from the bolt resist tension, bolt length, the force of sprayed layer of concrete to computing gradeⅤsurrounding rock section of primary support safety factor, to give evaluation to support mechanics of the Maanziliang tunnel.

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Periodical:

Applied Mechanics and Materials (Volume 164)

Pages:

414-417

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.164.414

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Online since:

April 2012

Authors:

Jia Ming Han

Keywords:

Finite Element Method (FEM), Mechanic, Primary Support, Tunnel

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References

[1] Xi Chen, Chun-jie Liu. FEM strength safety factor in the subtraction search algorithm, [J]. Journal of Geotechnical Engineering, 2010, 32(9): 1443-1447. In Chinese.

Google Scholar

[2] Lin-chao Lin, Bo Liang Ji Diao. etc. Reduction request based on ANSYS finite element strength safety factor of slope , [J]. Chongqing Jiaotong University. 2009, 28 (5): 889- 910. In Chinese.

Google Scholar

[3] Hong Zheng, Bin Tian, De-fu Liu, etc. The definition of safety factor on the finite element slope stability analysis , [J]. Rock Mechanics and Engineering , 2005, 24 (13): 2225-2230. In Chinese.

Google Scholar

[4] J. M. Han, S. Q. Su. Analysis of Pitted Courtyard Cave Dwellings Stability in Baishe Village when Rainfall Infiltration [J]. Advanced Materials Research, 2011, (250-253): 2468-2472.

DOI: 10.4028/www.scientific.net/amr.250-253.2468

Google Scholar

[5] J. M. Han, S. Q. Su. Effect of Rainfall Infiltration on Loess Pitted Courtyard Cave Dwellings Stability [J]. Advanced Materials Research, 2012, (430-432): 1992-(1995).

DOI: 10.4028/www.scientific.net/amr.430-432.1992

Google Scholar

[6] J. M. Han. Study on Safety Factor of Loess Cave Dwellings with Pitted Courtyard in Different Rainfall Infiltration [J]. Advanced Materials Research, 2012, (446-449): 1555-1558.

DOI: 10.4028/www.scientific.net/amr.446-449.1555

Google Scholar