Test of Anchored Shear about Fractured Rock and Numerical Simulation Analysis of the Slope Rock Mass

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Abstract:

The mechanics mechanism of bolt reinforcement of joint fissure test pieces were discussed with the method of variable angle plate indoor model experiment and the deformation of bolt control of jointed slope were analyzed by numerical simulation. The results show that: the bolt reinforcement can improve not only the integrity of joint fissure rock mass, but also be a very good control of deformation of jointed slope. It establishes the foundation on the quantitative for evaluation of joint fissure rock mass deformation and stability.

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Periodical:

Advanced Materials Research (Volumes 753-755)

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839-842

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Online since:

August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wanzhong Xu, Zhenbin Peng. Jointed slope stability and the research of bolt reinforcement effect[D]. Changsha: Central South university, 2006(In Chinese).

Google Scholar

[2] Huanchun Zhu. A slope anchor stress state test and analysis[J]. Journal of Geotechnical Engineering, 2000, 22 (4):471-474(In Chinese).

Google Scholar

[3] Sun Jing, Li shucai. Anchor in the joint rock mass the strengthening mechanism and anchorage effect analysis and application [D]. Beijing: Graduate school of Chinese Academy, 2003(In Chinese).

Google Scholar

[4] Xiurun Ge, Jianwu Liu. The study of the shear performance of the bolt reinforcement joint surface[J]. Journal of Geotechnical Engineering, 1988, 10(1):8-9(In Chinese).

Google Scholar

[5] Yuelin Tan. Shallow discussion of the application of anchor reinforcement in embankment slope[J]. Architectural Design Management, 2010, 27(3):72-73(In Chinese).

Google Scholar