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Tytuł artykułu

Stabilization of Deep Roadways in Weak Rocks Using the System of Two-level Rock Bolts

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Large rock mass deformation around deep roadways in the weak rocks was a significant problem in mining activities in Vietnam and other countries. The excavation of roadways leads to high releasing stress, which exceeds the peak strength of spalling surrounding rock and causes it to enter the post-failure stage. Tensile failures then initiate and develop around the roadways, which causes the fragmentation, dilation, and separation of surrounding rock. The capacity of the primary support system is low, which results in a severe contraction in the whole section of roadways, which requires finding solutions to prevent the deformation of rock mass around roadways and technical solutions from stabilizing for deep roadways. To stability analysis of roadways can be applied analytical, experimental, semi-experimental, and numerical methods. This paper introduces the prevention mechanism of large deformation of rock mass around roadways using 2-level rock bolts. The research results show that using the system of two-level rock bolts can reduce the values of tensile stress on the boundary of roadways range from 10 to 15% compared with only one. The importance of the total displacement of rock mass on the boundary of roadways will be reduced from 3.47 to 13.85% using six long cable bolts.
Rocznik
Tom
Strony
157--166
Opis fizyczny
Bibliogr. 21 poz., rys., tab., wykr., zdj.
Twórcy
  • Hanoi University of Mining and Geology, 18 Vien street, Hanoi, Vietnam
autor
  • Hanoi University of Mining and Geology, 18 Vien street, Hanoi, Vietnam
  • Hanoi University of Mining and Geology, 18 Vien street, Hanoi, Vietnam
  • Hanoi University of Mining and Geology, 18 Vien street, Hanoi, Vietnam
  • Hanoi University of Mining and Geology, 18 Vien street, Hanoi, Vietnam
Bibliografia
  • 1. Carranza-Torres, C., 2004. Elasto-plastic solution of tunnel problems using the generalized form of the Hoek-Brown failure criterion, International Journal of Rock Mechanics and Mining Sciences, Proceedings of the ISRM SINOROCK 2004 Symposium, edited by J.A. Hudson and Xia- Ting Feng, 41(3).
  • 2. Hoek, E., and Brown, E.T. Underground Excavations in Rock. Instn. Min. Metall., London, 1980.
  • 3. Hoek, E., Kaiser, P.K., Bawden, W.F. Support of underground excavations in hard rock. Balkema, Rotterdam, 1995.
  • 4. Lee, Y-K., Pietruszczak, S.A., 2014. New numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass, Tunnelling and Underground Space Technology, 23(5), 588-599.
  • 5. Panet, M. Calculation of tunnels by the Convergence-Confinement Method. Press of the Ecole nationale des Ponst et Chausse’es, Paris, 178p, 1995.
  • 6. Vlachopoulos, N., Diederichs, M.S., 2009. Improved longitudinal displacement profiles for convergence-confinement analysis of deep tunnels, Rock Mechanics and Rock Engineering (Accepted - In Press), 16 pgs.
  • 7. Vrakas, A., 2016. A finite strain solution for the elastoplastic ground response curve in tunnelling: rocks with non-linear failure envelopes, International Journal for Numerical and Analytical Methods in Geomechanics, 41(7), 1077-1090.
  • 8. Vrakas, A., Anagnostou, G., 2014. A finite strain closed-form solution for the elastoplastic ground response curve in tunnelling, International Journal for Numerical and Analytical Methods in Geomechanics, 38(11), 1131–1148.
  • 9. Lei Fan, Weijun Wang, Chao Yuan, Wenqing Peng, 2020. Research on large deformation mechanism of deep roadway with dynamic pressure, Energy Sci Eng, 00:1-17. DOI: 10.1002/ese3.672.
  • 10. Guangzhe Xue, Chao Gu, Xinqiu Fang, Tao Wei, 2019. Case Study on Large Deformation Failure Mechanism and Control Techniques for Soft Rock Roadways in Tectonic Stress Areas, Sustainability, 11, 3510; doi:10.3390/su11133510.
  • 11. Baklashop, I.V., Kartozia, B.A., Mechanics of underground constructions and structures, Moscow, 543p, 2002.
  • 12. Eremenko, B.A., Razumov, E.A., Zaiatdinov, D.F., 2012., New technologies of rock bolts, Mining book, 656p, ISBN 978-5-98672-291-7.
  • 13. Ministry of fuel and energy of the Russian Federation Russian Academy of Sciences. Instruction for the calculation and application of rock bolts in the coal mines in Russia. St. Petersburg, 2000.
  • 14. Hung, V.T., Dac, P.M., Rock mechanics for underground construction and mining, Scientific and technical publisher, Hanoi, 460p, 2006.
  • 15. Phich N.Q., Rock mechanics, Construction publisher, Ha Noi, 356p, 2007.
  • 16. Trang, D.N., 2011. About the determinate support in tunnel by convergence confinement method according to the criterion of Hoek-Brown. Road and bridge journal.
  • 17. Minh, T.T., Tuan, D.Q., Huy, N.Q., Dinh, N.V., Nam, P.Q., The calculation methods for underground structures, Hanoi polytechnic university publisher, 596p, 2018.
  • 18. Research on the application tubing precast concrete for roadways in the problematic geological conditions in TKV, Institute of mining science and technology, code KC.01/16-20, Hanoi 2020.
  • 19. Do, T.Ngoc and Do, T.Duc., 2020. Study of the influence of face pressure on surface settlements by shield tunneling (in Vietnamese). Journal of Mining and Earth Sciences. 61, 1 (Feb, 2020), 31-40. DOI:https://doi.org/10.46326/JMES.2020.61(1).04.
  • 20. Dang, V.Kien, Do, N.Anh, Nguyen, T.Tien, Nguyen, A.Duy Huynh and Pham, V.Vi., 2021. An overview of research on metro tunnel lining in the sub-rectangular shape (in Vietnamese). Journal of Mining and Earth Sciences. 62, 4 (Aug, 2021), 68-78. DOI:https://doi.org/10.46326/JMES.2021.62(4).08.
  • 21. Barton, N.R. and Bandis, S., 1990. Review of predictive capabilities of JRC-JCS model in engineering practice. In Rock joints, proc. Int. Symp. On rock joints, Loen, Norway, (eds N. Barton and O. Stephansson), 603-610, Rotterdam.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7e76a8e2-e13b-45b5-8b29-959c100ee502
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