Numerical modeling of deep excavation structures behavior during construction
About authors
- 1 — Ph.D., Dr.Sci. professor National Mineral Resources University (Mining University)
- 2 — Ph.D. associate professor National Mineral Resources University (Mining University)
- 3 — head of department Jet Technology and Construction ltd
Abstract
Numerical modeling of deep excavation construction is done in plane strain condition. The influence of boundary condition, contact condition between soil and structures, constrain of cantilever wall, thickness of the wall and anchors on the strain condition of the soil is found.
Область исследования:
(Archived) Geotechnology for development of solid mining fields
Funding:
None
References
- Ulitsky V.M. Geotechnical support for urban development / V.M.Ulitsky, A.G.Shashkin, K.G. Shashkin. Saint Petersburg, 2010.
- Popov M.G. Numerical modelling of pumping station construction under the protection of secant pile wall / M.G.Popov, S.V.Stepanenko // Proceedings of the 10-th international scientific conference «Development of mineral resource of North: problems and solution». Vorkuta, 2012. Vol.1.
Similar articles
Methodology of the complex estimation of influence of tectonic disturbances on stability of the rock mass at mining of rock-bump hazardous ore deposits difficult geologic structure
2012 D. V. Sidorov
Study of the influence of the form of security structures erected lava following on the mechanism underlying it rocks displacement
2012 V. N. Mokrienko, S. G. Negrei, D. N. Kurdyumov
About the problem of shafts projecting and building in the conditions of modern market relations
2012 F. I. Yagodkin, V. A. Kurnakov, M. S. Pleshakov
Algorithm and characterization program of downhole electrosteamgenerator for heat treatment on high viscosity oil recervoirs
2012 E .A. Zagrivnyi, V. O. Zyrin