Modelling stressedly-deformed condition of the soil massif including elements of the multipurpose facility with multystoried underground part
About authors
- 1 — Ph.D. associate professor National Mineral Resources University (Mining University)
- 2 — Ph.D. associate professor 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.
Область исследования:
(Archived) Mining geomechanics
Keywords:
multifunctional underground facility
foundation
finite element method
settling
displacement
References
- MDS 50-1. Design and device of the bases, bases and underground parts of multipurpose high-rise buildings and complexes / Federal State Unitary Enterprise Research Center «Stroitelstvo». Moscow, 2007.
- Guide to complex development of underground space of the large cities. Moscow, 2004.
Similar articles
Modelling of process of liquidation of underground emptinesses in the conditions of technogenic activation
2013 A. A. Shubin
Influence condition of ground on complexity in the process open pit Kuzbas`s coal deposits
2013 R. A. Takranov, A. A. Litvinova
Geomechanical analysis of surface settlement trough development due to construction of deep underground pillar station
2013 P. A. Demenkov