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
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.
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