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The Application of High-Strength Yielding Bolt in −536 Air-Return Cross-Cuts

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Proceedings of 20th International Conference on Industrial Engineering and Engineering Management

Abstract

The underground tunnel stress increased with the increasing of coal mining depth. And the support and stability of underground tunnel is more difficult in the areas of intense tectonic activity. The scientific support technology in soft rock environment with high geostress is the key factor to ensure the deep coal mining under the condition that the tunnel bolt support effect is not ideal in deep soft rock. In practice, mine support proved that the high-strength and high-pretension anchor bolts solved the supporting problems effectively in deep mines with high ground pressure.

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References

  • Choi SO, Hee-Soon Shin (2004) Stability analysis of tunnel excavated in a weak rock mass and the optimal supporting system design. Int J Rock Mech Min Sci 41(3):1–6

    Google Scholar 

  • Dong Fangting, Song Hongwei, Guo Zhihong (1994) Roadway support theory based on broken rock zone. J China Coal Soc 19(1):21–32

    Google Scholar 

  • Fan Ming-Jian, Kang Hong-Pu (2007) Relationship research of bolt pre-stress and supporting effect of roadway. Coal Min Technol 12(4):7–8

    Google Scholar 

  • Fangting D et al (1988) The broken rock zone around tunnels and its support theory. In: Proceedings the international conference of ground control in mining, Morgan Town, August 1988

    Google Scholar 

  • Hyett AJ, Bawden WF, Reichert RD (1992) The effect of rock mass confinement on the band strength of fully grouted cable bolts. Int J Rock Mech Min Sic Geomic Abstr 29(5):503–524

    Article  Google Scholar 

  • Jarred DJ, Haberfield CM (1997) Tendon/grout interface performance in grouted anchors. In: Proceedings of ground anchorages and anchored structures. Thomas Telford, London

    Google Scholar 

  • Kang Hong-pu (2000) Development and application of high strength roof bolt support technology. Coal Sci Technol 28(2):1–4

    Google Scholar 

  • Liu Quansheng, Zhang Hua, Liu Tao (2004) Study on stability of deep rock roadways in coal mines and their support measures. Chin J Rock Mech Eng 23(21):3732–3737

    Google Scholar 

  • Qin zhengguang (2007) The anchoring mechanism of high-strength prestressed anchor and time-dependent deformation analysis of bolted rock mass. Dissertation for Master Degree, Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Beijing, China

    Google Scholar 

  • Yue Cai, Tersuro Esaki, Yujing Jiang (2004) A rock bolt and rock mass interaction model. Int J Rock Mech Min Sci 41(3):1055–1067

    Article  Google Scholar 

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Correspondence to Da-guang Yang .

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Yang, Dg. (2013). The Application of High-Strength Yielding Bolt in −536 Air-Return Cross-Cuts. In: Qi, E., Shen, J., Dou, R. (eds) Proceedings of 20th International Conference on Industrial Engineering and Engineering Management. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-40063-6_10

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