Finite Difference Analysis of Roadway Support

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Abstract:

Hunchun Mining Co., Ltd. for a 11910 face return air drift mine for the study of the background, using the finite difference software (FLAC) simulated roadway excavation and shoring, anchors through simulation analysis supporting roadway network cable and rock deformation stress distribution, simulation results show that the design of the anchor mesh-supporting design a good change of rock mechanical properties, enhanced adhesion of rock, effectively inhibited the expansion phenomenon, so that the stress distribution roadway more reasonable engineering practice shows that after verification and simulation to determine the support scheme is feasible.

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429-432

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July 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Qian Minggao , Liu Tingcheng, Pressure and control of mine Bei Jing: Coal Industry Press, (1991)

Google Scholar

[2] Zhang Shunyi , Qing Minggao, Bei Jing: Coal Industry Press, (1991)

Google Scholar

[3] Lu Shiliang , Fu Guobin, Rock mining tunnel eformation and variation of anchoring force [J] China University of Mining journal 1999,(3);201~203

Google Scholar

[4] Liu Bo , Han Yanhui FLAC principle Examples and Application Notes China Communications Press ,(2005)

Google Scholar

[5] Dong Fangting, Guo Zhihong Supporting Roadway loose circle theory [c] China's Soft Rock Engineering Committee CSRM the second set of papers :52~60 Cai M,Kaiser P K .Assessment of excavation damaged zone using a micromechanics mode [J] Tunnelling and Underground Space Techonlogy,2005,20(4):301~310

DOI: 10.1016/j.tust.2004.12.002

Google Scholar