Prediction of surface settlements duo to construction of underground structures in geological condition of Saint Petersburg
Authors:
About authors
- National Mineral Resources University (Mining University)
Abstract
In work the option of the multipurpose underground complex being part of the multystoried high-rise building is considered. The complex settles down in underground part of the building and carries out a base role, replacing with itself the usual plates-but-pile base. Predesigns by a method of final elements taking into account staging of construction of an underground complex and the land high-rise building are executed. Sizes and a picture of distribution of vertical displacements are received as a result of calculations.
References
- Graham J. Anisotropic elasticity of a natural clay / J.Graham, G.T.Houlsby // Geotechnique. 1983. Vol.33(2). P.165-180.
- Hardin B.O. Shear modulus and damping in soils: Design equations and curves / B.O.Hardin, V.P.Drnevich // Proc. ASCE: Journal of Soil Mechanics and Foundations Division. 1972. N 98. P.667-692.
- Peck R.B. Deep excavations and tunnelling in soft ground // Proc. 7th ICSMFE. Mexico City, 1969. P.225-290.
Similar articles
Processing technology of pairwise comparisons at the peer review
2013 Yu. N. Kornilov, Yu. I. Sapozhnikova
The method of the geometric addition of forces over the most stressed slip surface in estimation of open-pit slope stability
2013 A. M. Mochalov, A. A. Pavlovich, V. A. Kubarev
Assessment of stress-strain conditions around single development with nonlinear rock-mass deformation
2013 A. G. Protosenya, V. I. Semenov
Modelling of process of liquidation of underground emptinesses in the conditions of technogenic activation
2013 A. A. Shubin