Building of underground construction protected enclosing wall and method of displacement forecast of the soil
About authors
- 1 — Ph.D. assistant lecturer National Mineral Resources University (Mining University)
- 2 — head of department Jet Technology and Construction ltd
Abstract
The volumetric model taking and performed mathematical modeling the process of construction of the pit under the enclosing wall of secant piles. The results of mathematical modeling on the horizontal displacements of the pit wall. Set out conditions for the construction of the pit and the main technological solutions.
Область исследования:
(Archived) Geotechnology for development of solid mining fields
Funding:
None
References
- Geotechnical support for urban development / V.M.Ulitsky, A.G.Shashkin, K.G.Shashkin. Saint Petersburg, 2010.
Similar articles
Land measuring at substracture construction of Mariinsky theatre second stage in Saint Petersburg
2012 D. A. Afonin, E. S. Bogomolova, M. Ya. Bryn, D. V. Krashenitsin, O. P. Sergeev, E. G. Tolstov
Development of the weighted biopolimer drilling mud for workover
2012 Vladimir S. Litvinenko, N. I. Nikolaev
Calculation of parameters of new method of repair of making
2012 N. N. Kasyan, I. G. Sakhno, A. O. Novikov, N. A. Ovcharenko
The technics of mutual influenced tunnel’s temporary support stress-strain state prediction with allowance for building technology
2012 A. G. Protosenya, N. A. Belyakov