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Failure characteristics of W strap in coal mine support

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
W strap is a crucial surface support component for underground coal mine roadways. In this study, the failure characteristics of the W strap in the field are discussed, and the loading characteristics of the strap and the faceplate are numerically and experimentally analysed. Afterwards, a loading apparatus capable of reappearing the loading environment of the strap in the field is fabricated. This loading device, combined support systems consisting of a bolt, faceplate and strap is tested under different simulated strata conditions. Failure patterns of the strap are evaluated by the 3D scanning method, and proper selection of a faceplate is explored. Results indicate that a domed faceplate can achieve a favourable supporting effect on strata, and thus it is favoured compared with a square domed faceplate. In addition, rock cavity and rock integrity beneath the strap are essential factors determining the servicing life of the overall supporting system.
Rocznik
Strony
289--302
Opis fizyczny
Bibliogr. 16 poz., fot., rys., wykr.
Twórcy
autor
  • China University of Mining and Technology, China
autor
  • Shaoxing University, Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, China
  • Xi’an University of Architecture and Technology, Politecnico di Milano, China
  • Shaoxing University, Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, China
Bibliografia
  • [1] J.M. Galvin, Ground Engineering - Principles and Practices for Underground Coal Mining. Springer International Publishing (2016).
  • [2] S. Nakamoto, N. Iwasa, J. Takemura, Effects of nails and facing plates on seismic slope response and failure. Géotechnique Letters 7 (2), 136-145 (2017). DOI: https://doi.org/10.1680/jgele.16.00179.
  • [3] C.C. Li, Principles of rockbolting design, Journal of Rock Mechanics and Geotechnical Engineering 9 (3), 396-414 (2017). DOI: https://doi.org/10.1016/j.jrmge.2017.04.002.
  • [4] X. Feng, N. Zhang, F. Xue, Z. Xie, Practices, experience, and lessons learned based on field observations of support failures in some Chinese coal mines. International Journal of Rock Mechanics and Mining Sciences 123, 104097 (2019). DOI: https://doi.org/10.1016/j.ijrmms.2019.104097.
  • [5] B.P. Simser, Rockburst management in Canadian hard rock mines. Journal of Rock Mechanics and Geotechnical Engineering 11 (5), 1036-1043 (2019). DOI: https://doi.org/10.1016/j.jrmge.2019.07.005.
  • [6] C. Wei, C. Zhang, I. Canbulat, A. Cao, L. Dou, Evaluation of current coal burst control techniques and develop ment of a coal burst management framework. Tunnelling and Underground Space Technology 81, 129-143 (2018). DOI: https://doi.org/10.1016/j.tust.2018.07.008.
  • [7] Z. Shan, I. Porter, J. Nemcik, E. Baafi, Beam enhancement capacity of a thin fibre-reinforced polymer liner. Géotechnique Letters 10 (4), 478-485 (2020). DOI: https://doi.org/10.1680/jgele.19.00112.
  • [8] Q. Qiao, J. Nemcik, I. Porter, E. Baafi, Laboratory investigation of support mechanism of thin spray-on liner for pillar reinforcement. Géotechnique Letters 4 (4), 317-321 (2014). DOI: https://doi.org/10.1680/geolett.14.00076.
  • [9] H. Yilmaz, Development of testing methods for comparative assessment of thin spray-on liner (TSL) shear and tensile properties, University of the Witwatersrand, South Africa (2011).
  • [10] A. Spearing, J. Ohler, E. Attiogbe, The effective testing of thin spray-on liners (superskins) for use in underground mines. In: Surface support in mining. Y. Potvin, T. Stacey, J. Hadjigeorgiou, editors. Nedlands: Australian centre for Geomechanics, pp. 97-102 (2004).
  • [11] E. Villaescusa, Weld mesh for static rock support in Australia. In: Surface support in mining. Y. Potvin, T. Stacey, J. Hadjigeorgiou, editors. Nedlands: Australian Centre for Geomechanics 385-390 (2004).
  • [12] J. Nemcik, I. Porter, E. Baafi, C. Lukey, Geotechnical assessment of skin reinforcement in underground mines. In: Proceedings of 28th international conference on ground control in mining Morgantown 256-260 (2009).
  • [13] Z. Shan, I. Porter, J. Nemcik, E. Baafi, Investigating the behaviour of fibre reinforced polymers and steel mesh when supporting coal mine roof strata subject to buckling. Rock Mechanics and Rock Engineering 52 (6), 1857-1869 (2019). DOI: https://doi.org/10.1007/s00603-018-1656-1.
  • [14] Z. Shan, P. Ian, N. Jan, B. Ernest, S.O. Civil, Comparing the reinforcement capacity of welded steel mesh and a thin spray-on liner using large scale laboratory tests. International Journal of Mining Science and Technology 24 (3), 373-377 (2014). DOI: https://doi.org/10.1016/j.ijmst.2014.03.015.
  • [15] R. Frith, G. Reed, M. McKinnon, Fundamental principles of an effective reinforcing roof bolting strategy in horizontally layered roof strata and areas of potential improvement. International Journal of Mining Science and Technology 28 (1), 67-77 (2018). DOI: https://doi.org/10.1016/j.ijmst.2017.11.011.
  • [16] Y. Zhang, Y. Jiang, C. Wang, M. Chen, Q. Yin, Shear of bolted non-persistent joints: role of bolting conditions and joint persistency. Géotechnique Letters 10 (4), 550-558 (2020). DOI: https://doi.org/10.1680/jgele.20.00030.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9d7e9a9f-ee69-4090-b9d2-7d137c2c507c
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