Numerical modeling of tunnel yield element behaviour
About authors
- 1 — Ph.D. associate professor National Mineral Resources University (Mining University)
- 2 — post-graduate student National Mineral Resources University (Mining University)
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.
Область исследования:
(Archived) Geotechnology for development of solid mining fields
References
- 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.
- Barla G. Design analyses for tunnels in squeezing rock // Proc. 11th International Conference of IACMAG. Torino, Italy, 2005.
- 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.
- 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.
- 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.
Similar articles
Building of construction pit and investigation of displacement wall of the secant pile
2012 S. V. Stepanenko
About determination of potential sliding surface based on stress analysis in pit wall solid
2012 P. I. Yushmanov
Geomechanical justification of design parameters of room-and-pillar mining system for designing оf deep-lying horizons of SYBR
2012 D. V. Sidorov