Numerical Simulation Analysis about Subside Extending Construction Process within Underground Cavities

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Abstract:

Now, the extending of underground engineering was scarcely concerned. Through combining with engineering, the subside extending intersection construction process and supporting measure of underground cavities has been simulated based on building up 2D elasto-plastic FEM model. The stability of surrounding rock, stress and displacement field in extending construction are analyzed, and a few meaningful conclusions are presented. What has gained that served as scientific bases and technical guidance for underground cavities extending and reconstruction engineering.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

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815-818

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Online since:

September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhu Weishen, Zhang Yujun. System anchoring bolt in the three gorges shiplock slope rockmass reinforcement effect of block similar model test research[J]. Rock and soil mechanics, 1996, 17.

Google Scholar

[2] Li Shucai, Zhu Weishen. Fractured rock mass large cavern construction sequence optimization study[J]. Journal of geotechnical engineering, 1998, 20.

Google Scholar