Theoretical Calculation and Analysis on the Composite Rock-Bolt Bearing Structure in Burst-Prone Ground

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Cheng, Liang; Zhang, Yidong; Ji, Ming; Cui, Mantang; Zhang, Kai; Zhang, Minglei;
  • Publisher: Hindawi Publishing Corporation
  • Journal: Mathematical Problems in Engineering (issn: 1024-123X, eissn: 1563-5147)
  • Related identifiers: doi: 10.1155/2015/434567
  • Subject: TA1-2040 | Mathematics | Engineering (General). Civil engineering (General) | QA1-939 | Article Subject

Given the increase in mining depth and intensity, tunnel failure as a result of rock burst has become an important issue in the field of mining engineering in China. Based on the Composite Rock-Bolt Bearing Structure, which is formed due to the interaction of the bolts ... View more
  • References (25)
    25 references, page 1 of 3

    Rui, M. M., Xu, Z. X., Su, Z. Y.. Geotechnical Anchoring Technology Handbook. 2004

    Liu, Q. S., Zhang, H., Lin, T.. Study on stability of deep rock roadways in coal mines and their support measures. Chinese Journal of Rock Mechanics and Engineering. 2004; 23 (21): 3732-3737

    Li, D. Z.. Deep Mine Mining Technology. 2005

    Du, J. P., Su, J. C.. Strata Behaviors and Control of Deep Coal Mine Mining. 2000

    Xie, H. P., Peng, S. P.. Basic Theory and Engineering Practice of Deep Mining. 2006

    Linkov, A. M.. Rock bursts and the instability of rock masses. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 1996; 33 (7): 727-732

    Huang, Q. X., Gao, Z. N.. Mechanical model of fracture and damage of coal bump in the entry. Journal of China Coal Society. 2001; 26 (2): 156-159

    Zhang, X. C., Miao, X. X., Zhai, M. H.. Analysis on rock burst mechanism in Sanhejian coal mine. Chinese Journal of Rock Mechanics and Engineering. 1998; 17 (5): 508-513

    Dou, L. M., He, X. Q.. Elast-plast-brittle model of the coal-rock-concrete impacting destroy.

    Yin, G.-Z., Dai, G.-F., Pi, W.-L., Li, D.-W.. Study on rock burst using stick slip model. Rock and Soil Mechanics. 2005; 26 (3): 359-364

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