Surrounding Rock Rupture Modeling of Tunnel Based on ANSYS

Bai Cheng Ren

doi:10.4028/www.scientific.net/AMM.490-491.863

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 490-491Surrounding Rock Rupture Modeling of Tunnel Based...

Surrounding Rock Rupture Modeling of Tunnel Based on ANSYS

Abstract:

This article is based on the real condition of a tunnel. By using displacement and stress contours get from finite element analysis software ANSYS, the simulation of the tunnel excavation is modeled and the regulation of overlying rock’s displacement and stress is deducted during the evacuation of the tunnel. The analysis result to overlying rock mass’ rupture regularity can be helpful for the control of surrounding rock’s stability and the improvement of supporting system. The result shows finite element analysis software ANASYS can be used to guide tunnel constructions during the evacuation.

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Periodical:

Applied Mechanics and Materials (Volumes 490-491)

Pages:

863-866

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.490-491.863

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Online since:

January 2014

Authors:

Bai Cheng Ren

Keywords:

ANSYS, Displacement, Stress

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References

[1] Li Xiaohong , Wang diagram , Gu Jianqing , YANG Chun , Hu Guozhong , XUE Zhan. New tunnel and underground engineering surrounding rock stability and reliability analysis Ultimate displacement discrimination and Soil Mechanics, 2005, (34).

Google Scholar

[2] Mu Ruifang. On tunnel surrounding rock stability and controllability. Railway Journal, 1996, (38).

Google Scholar

[3] Tang Hua , GE Xiu , Wang Hao , Tan Weimin powerhouse project three-dimensional geological modeling technique[J]. Rock Mechanics and Engineering , 2007, (S1).

Google Scholar

[4] Zhang Liang, Jiang Fuchuan, Guo Yunhua, Li Xinping. Based on simulated excavation unloading stability analysis of underground powerhouse [J]. Wuhan University of Technology, 2008, (12).

Google Scholar

[5] Xu Jun, ZHENG Ying-ren. Tunnel surrounding plastic stochastic finite element analysis and reliability analysis [J]. Rock and Soil Mechanics, 2003, 24 (1): 70 ~ 74.

Google Scholar

[6] Zhang Huabing, Ni Yushan Zhao Xue Meng loess tunnel surrounding rock stability sticky plastic finite element analysis [J]. Rock and Soil Mechanics, 2004 (suppl): 247 ~ 250.

Google Scholar

[7] Hu Wenqing, ZHENG Ying-ren, Zhong Changyun. Muzhailing Tunnel weak surrounding rock methods and numerical analysis [J] underground space, 2004, 24 (2): 194 ~ 197.

Google Scholar

[8] Lisi Hai Xiamen City Xianyueshan rock stability dimensional finite element analysis [J] Rock Mechanics and Engineering, 2000, 19 (2): 211 ~ 214.

Google Scholar

[9] Division Jinfeng, Zhang Ying Lung. Large section tunnel surrounding rock stability analysis [J]. Underground Space and Engineering, 2005, 1 (2): 227 ~ 241.

Google Scholar