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Test Study on Multi Tray Bolt in Gob-Side Entry Retaining Formed by Roof Cut and Pressure Releasing

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Abstract

In order to obtain satisfactory effect of control of roadway-side, there is a kind of multi tray bolt developed by numerical simulation and field test in gob-side entry retaining formed by roof cut and pressure releasing. After the installation, multi tray bolt experience two working process: the bolt bolting stage and the bolt automatic pre tightening stage. Bolt rod body stress more uniform with the increase of the number of small trays and bolt forms the pre tightening force between the small tray and the large tray with the goaf roof caving by numerical simulation. Through the resistance drawing power field test of multi tray bolt, the resistance drawing power of 2113 multi tray bolt is 8.2t and 2113 multi tray bolt is 9.8t, So it is determined that 2113 type multi tray bolt is used for the field application. The roof-floor displacement is 0 mm and the two side maximum displacement is 12 mm according to the field application effect. The 2113 multi tray bolt can meet the requirement of controlling the roadway along the empty tunnel and can achieve satisfactory results.

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References

  • Ataei M, Mikaeil R, Hoseinie SH, Hosseini SM (2012) Fuzzy analytical hierarchy process approach for ranking the sawability of carbonate rock. Int J Rock Mech Min Sci 50:83–93

    Article  Google Scholar 

  • Canibano J (1993) Construction of an experimental embankment using coal mining wastes. In: The 4th international symposium on reclamation, treatment and utilization of coal mining wastes, Cracow, pp 335–342

  • Chen Y, Bai JB, Wang XY, Ma SQ, Xu Y, Bi TF, Yang HQ (2012a) Support technology research and application inside roadway of gob-side entry retaining. Meitan Xuebao J China Coal Soc 37:903–910

    Google Scholar 

  • Chen D, Hua X, Li Y, Li Y (2012b) Study of key technologies and management modes for classifying surrounding rocks of gateway. Yanshilixue Yu Gongcheng Xuebao/Chin J Rock Mech Eng 31:2240–2247

    Google Scholar 

  • Felice JJ, Beattie TA, Spathis AT (1991) Face velocity measurements using a microwave radar technique. In: Proceedings of the 7th research symposium on explosives and blasting technique, Las Vegas, 6–7 Feb, pp 71–77

  • He M, Guo Z (2014) Mechanical property and engineering application of bolt with constant resistance and large deformation. Chin J Rock Mechan Eng 33(7):1297–1308

    Google Scholar 

  • He M, Yuan Y, Wang X et al (2013) Control technology for large deformation of mesozoic compound soft rock in Xinjiang and its application. Chin J Rock Mechan Eng 32(3):433–441

    Google Scholar 

  • He M, Wang J, Sun X et al (2014) Mechanics characteristics and applications of prevention and control rockbursts of the negative poisson’s ratio effect bolt. J China Coal Soc 39(2):214–221

    Google Scholar 

  • Kang HP (2005) Study and application of complete rock bolting technology to coal roadway. Chin J Rock Mech 24:161–166

    Google Scholar 

  • Lu WB, Yang JH, Yan P, Chen M, Zhou C, Luo Y, Jin L (2012) Dynamic response of rock mass induced by the transient release of in situ stress. Int J Rock Mech Min 53:129–141

    Article  Google Scholar 

  • Peng SS (2013) Coal mine ground control, 3rd edn. China University of Mining and Technology Press, Beijing, pp 200–203

    Google Scholar 

  • Preece DS, Evans R, Richards AB (1993) Coupled explosive gas flow and rock motion modeling with comparison to bench blast field data. In: Proceeding of the 4th international symposium on rock fragmentation by blasting, Vienna, 5–8 July, pp 239–246

  • Qian M, Miao X (1995) The oretical analysis on the structural form and stability of overlying strata in longwall mining. Chin J Rock Mech Eng 14(2):97–106

    Google Scholar 

  • Wang J, Wang G (2012) Discussion on gateway retained along goaf technology with roof breaking and pressure releasing. Coal Eng 1:24–26

    Google Scholar 

  • Wang K, Kang T, Li H, Han W (2009) Study of control caving methods and reasonable hanging roof length on hard roof. Chin J Rock Mechan Eng 28(11):2320–2327

    Google Scholar 

  • Xu Y, Liu Y, Fu J, Zong Q (2008) The blasting grouting in weak-layer zones: theory and practice. University of Science and Technology of China Press, Hefei, pp 39–52

    Google Scholar 

  • Zhang J (2012) Study on forced roof caving to hard roof by deep-hole pre-blasting in shallow coal seam. J Mining Safety Eng 29(3):339–343

    Google Scholar 

  • Zhang YQ, Peng SS (2011) Design considerations for tensioned bolts. In: Proceedings of the 21st international conference on ground control in mining, West Virginia University, Morgantown, 6–8 Aug, pp 131–140

Download references

Acknowledgements

The authors wish to acknowledge the funding support from Fund Project: Project supported by the National Key Research Development Program (Grant No. 2016YFC0600900) and the National Natural Science Foundation of China (Grant No. 41602308).

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Correspondence to Pengfei Guo.

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Guo, P., He, M., Wang, J. et al. Test Study on Multi Tray Bolt in Gob-Side Entry Retaining Formed by Roof Cut and Pressure Releasing. Geotech Geol Eng 35, 2497–2506 (2017). https://doi.org/10.1007/s10706-017-0253-5

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  • DOI: https://doi.org/10.1007/s10706-017-0253-5

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