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Vol 204
Pages:
223-225
Download volume:
RUS
Article

Modelling stressedly-deformed condition of the soil massif including elements of the multipurpose facility with multystoried underground part

Authors:
P. A. Demenkov1
D. A. Potyomkin2
About authors
  • 1 — Ph.D. associate professor National Mineral Resources University (Mining University)
  • 2 — Ph.D. associate professor National Mineral Resources University (Mining University)
Date submitted:
2012-11-26
Date accepted:
2013-01-05
Date published:
2013-11-18

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
Go to volume 204

References

  1. 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.
  2. Guide to complex development of underground space of the large cities. Moscow, 2004.

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