留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码
Volume 26 Issue 10
Oct.  2019
数据统计

分享

计量
  • 文章访问数:  851
  • HTML全文浏览量:  211
  • PDF下载量:  42
  • 被引次数: 0
Xu Zhao, Andy Fourie, and Chong-chong Qi, An analytical solution for evaluating the safety of an exposed face in a paste backfill stope incorporating the arching phenomenon, Int. J. Miner. Metall. Mater., 26(2019), No. 10, pp. 1206-1216. https://doi.org/10.1007/s12613-019-1885-7
Cite this article as:
Xu Zhao, Andy Fourie, and Chong-chong Qi, An analytical solution for evaluating the safety of an exposed face in a paste backfill stope incorporating the arching phenomenon, Int. J. Miner. Metall. Mater., 26(2019), No. 10, pp. 1206-1216. https://doi.org/10.1007/s12613-019-1885-7
引用本文 PDF XML SpringerLink
研究论文

考虑成拱现象的膏体充填采场暴露面安全评价的解析

  • 通讯作者:

    Chong-chong Qi    E-mail: 21948042@student.uwa.edu.au

  • In current underground mining, the stability of the exposed backfill face is a basic issue associated with mining design and has been the subject of considerable research in mining safety and efficiency. In this study, an improved analytical solution for evaluating the safety of vertically exposed faces in backfilling was proposed. Based on a differential slice method, the proposed solution emphasizes the arching effect as having the advantages of more rigor and wider scalability. Feasibility of the proposed solution was validated with classic centrifuge results. Good agreement between compared results indicated that the proposed solution skillfully predicts the behavior of the paste centrifuge model. Additionally, calculation of exposed face safety in sequential filling was presented. The proposed solution has practical significance in mine backfill design.

  • Research Article

    An analytical solution for evaluating the safety of an exposed face in a paste backfill stope incorporating the arching phenomenon

    + Author Affiliations
    • In current underground mining, the stability of the exposed backfill face is a basic issue associated with mining design and has been the subject of considerable research in mining safety and efficiency. In this study, an improved analytical solution for evaluating the safety of vertically exposed faces in backfilling was proposed. Based on a differential slice method, the proposed solution emphasizes the arching effect as having the advantages of more rigor and wider scalability. Feasibility of the proposed solution was validated with classic centrifuge results. Good agreement between compared results indicated that the proposed solution skillfully predicts the behavior of the paste centrifuge model. Additionally, calculation of exposed face safety in sequential filling was presented. The proposed solution has practical significance in mine backfill design.

    • loading
    • [1]
      L. Li and M. Aubertin, Horizontal pressure on barricades for backfilled stopes. Part I: Fully drained conditions, Can. Geotech. J., 46(2009), No. 1, p. 37.
      [2]
      C.C. Qi and A. Fourie, Cemented paste backfill for mineral tailings management: Review and future perspectives, Miner. Eng., 144(2019), art. No. 106025.
      [3]
      M. Fahey, M. Helinski, and A. Fourie, Some aspects of the mechanics of arching in backfilled stopes, Can. Geotech. J., 46(2009), No. 11, p. 1322.
      [4]
      M. Helinski, M. Fahey, and A. Fourie, Behavior of cemented paste backfill in two mine stopes: measurements and modeling, J. Geotech. Geoenviron. Eng., 137(2010), No. 2, p. 171.
      [5]
      C. Hou, W.C. Zhu, B.X. Yan, K. Guan, and J.F. Du, Influence of binder content on temperature and internal strain evolution of early age cemented tailings backfill, Constr. Build. Mater., 189(2018), p. 585.
      [6]
      N. Zhou, J.X. Zhang, H. Yan, and M. Li, Deformation behavior of hard roofs in solid backfill coal mining using physical models, Energies, 10(2017), No. 4, p. 557.
      [7]
      N. Zhou, X. Han, J. Zhang, and M. Li, Compressive deformation and energy dissipation of crushed coal gangue, Powder Technol., 297(2016), p. 220.
      [8]
      T. Belem and M. Benzaazoua, Design and application of underground mine paste backfill technology, Geotech. Geol. Eng., 26(2008), No. 2, p. 147.
      [9]
      R.J. Mitchell, Centrifuge model tests on backfill stability, Can. Geotech. J., 23(1986), No. 3, p. 341.
      [10]
      L. Li, Analytical solution for determining the required strength of a side-exposed mine backfill containing a plug, Can. Geotech. J., 51(2014), No. 5, p. 508.
      [11]
      B.D. Thompson, M.W. Grabinsky, W.F. Bawden, and D.B. Counter, In-situ measurements of cemented paste backfill in long-hole stopes,[in] ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium, Toronto, 2009, p. 199.
      [12]
      B.D. Thompson, W.F. Bawden, and M.W. Grabinsky, In situ measurements of cemented paste backfill at the Cayeli Mine, Can. Geotech. J., 49(2012), No. 7, p. 755.
      [13]
      M. Fahey, M. Helinski, and A. Fourie, Development of specimen curing procedures that account for the influence of effective stress during curing on the strength of cemented mine backfill, Geotech. Geol. Eng., 29(2011), No. 5, p. 709.
      [14]
      A. Fourie, M. Helinski, and M. Fahey, Using effective stress theory to characterize the behaviour of backfill, CIM MAG., 100(2007), No. 1103, p. 27.
      [15]
      M. Helinski, M. Fahey, and A. Fourie, Coupled two-dimensional finite element modelling of mine backfilling with cemented tailings, Can. Geotech. J., 47(2010), No. 11, p. 1187.
      [16]
      N.R. Morgenstern and V.E. Price, A numerical method for solving the equations of stability of general slip surfaces, Comput. J., 9(1967), No. 4, p. 388.
      [17]
      Z.Y. Chen and N.R. Morgenstern, Extensions to the generalized method of slices for stability analysis, Can. Geotech. J., 20(1983), No. 1, p. 104.
      [18]
      R.J. Mitchell, R.S. Olsen, and J.D. Smith, Model studies on cemented tailings used in mine backfill, Can. Geotech. J., 19(1982), No. 1, p. 14.
      [19]
      M. Helinski, Mechanics of Mine Backfill [Dissertation], University of Western Australia, Perth, 2007.
      [20]
      L. Li and M. Aubertin, An improved analytical solution to estimate the stress state in subvertical backfilled stopes, Can. Geotech. J., 45(2008), No. 10, p. 1487.
      [21]
      L. Li and M. Aubertin, A modified solution to assess the required strength of exposed backfill in mine stopes, Can. Geotech. J., 49(2012), No. 8, p. 994.
      [22]
      S. Zou and N. Nadarajah, Optimizing backfill design for ground support and cost saving,[in] Golden Rocks 2006, The 41st US Symposium on Rock Mechanics (USRMS), Golden, 2006.
      [23]
      A.P.E. Dirige, R.L. McNearny, and D.S. Thompson, The effect of stope inclination and wall rock roughness on back-fill free face stability,[in] Rock Engineering in Difficult Conditions: Proceedings of the 3rd Canada–US Rock Mechanics Symposium, Toronto, 2009.
      [24]
      A.P.E. Dirige and E. De Souza, Engineering design of backfill systems in adjacent pillar mining,[in] The 42nd US Rock Mechanics Symposium (USRMS), San Francisco, 2008.
      [25]
      M. Aubertin, L.S.T.B.M. Li, S. Arnoldi, T. Belem, B. Bussière, M. Benzaazoua, and R. Simon, Interaction between backfill and rock mass in narrow stopes, Soil rock Am., 1(2003), p. 1157.
      [26]
      D.F. McCarthy, Essentials of Soil Mechanics and Foundations, Reston Publishing Company, Reston, 1977, p. 505.
      [27]
      B. Yan, W. Zhu, C. Hou, and K. Guan, A three-dimensional analytical solution to the arching effect in inclined backfilled stopes, Geomech. Geoeng., 14(2019), No. 2, p. 136.
      [28]
      J.D. Smith, C.L. Dejongh, and R.J. Mitchell, Large scale model tests to determine backfill strength requirements for pillar recovery at the Black Mountain Mine,[in] Proceedings of International Symposium on Mining With Backfill, Lulea, 1983, p. 7.
      [29]
      K. Terzaghi, Theoretical Soil Mechanics, Limited John Wiler And Sons. Inc, New York, 1944.
      [30]
      A.N. Schofield, Use of centrifugal model testing to assess slope stability, Can. Geotech. J., 15(1978), No. 1, p. 14.
      [31]
      Q.S. Chen, Q.L. Zhang, A. Fourie, X. Chen, and C.C. Qi, Experimental investigation on the strength characteristics of cement paste backfill in a similar stope model and its mechanism, Constr. Build. Mater., 154(2017), p. 34.
      [32]
      R.J. Mitchell, Model studies on the stability of confined fills, Can. Geotech. J., 26(1989), No. 2, p. 210.
      [33]
      X.W. Yi, G.W. Ma, and A. Fourie, Centrifuge model studies on the stability of fibre-reinforced cemented paste backfill stopes, Geotext. Geomembr., 46(2018), No. 4, p. 396.

    Catalog


    • /

      返回文章
      返回