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Vol 199
Pages:
71
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Geotechnology for development of solid mining fields

Numerical modeling of tunnel yield element behaviour

Authors:
M. A. Karasev1
N. A. Belyakov2
About authors
  • 1 — National Mineral Resources University (Mining University)
  • 2 — National Mineral Resources University (Mining University)
Date submitted:
2011-11-14
Date accepted:
2012-01-29
Date published:
2012-12-29

Abstract

Numerical model of lining yield element is created. Induced deformation Force – Displacement behavior of lining yiled elements with different geometrical sections is founded. Deformation state of lining element under induced displacement is   presented.

Карасев М.А., Беляков Н.А. Обоснование режима работы элемента податливости обделки тоннеля на основании численного эксперимента // Записки Горного института. 2012. Т. 199 . С. 71.
Karasev M.A., Belyakov N.A. Numerical modeling of tunnel yield element behaviour // Journal of Mining Institute. 2012. Vol. 199 . p. 71.
Go to volume 199

References

  1. Anagnostou G. Design and analysis of yielding support in squeezing ground / G.Anagnostou, L.Cantieni // 11th ISRM Congress. The Second Half-Century of Rock Mechanics. Lisbon, Portugal, 2007.
  2. Barla G. Design analyses for tunnels in squeezing rock // Proc. 11th International Conference of IACMAG. Torino, Italy, 2005.
  3. Barla G. Modelling of tunnels in squeezing rock / G.Barla, M.Bonini, D.Debernardi // Proc. ECCOMAS Thematic Conference on Computational Methods in Tunnelling. Vienna, Austria, 2007.
  4. Thut A., Steiner P., Stolz M. Tunnelling in Squeezing Rock-Yielding Elements and Face Control // 8th Inter- national Conference on Tunnel Constructions and Underground Structures. Ljubljana, Slovenia, 2006.
  5. Shebert W., Moritz B., Pottler R. Highly deformable shotcrete lining design and experience // Proceedings of the International Conference Shotcrete for Underground Support VIII. Campos do Jordao, Brazil, 1999.
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