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Vol 199
Pages:
123-127
Download volume:
RUS
Article

Stress and strain state of «soil – pile foundations» for varios stages of high-rise building construction

Authors:
D. A. Potemkin1
P. A. Demenkov2
V. N. Ochnev3
A. D. Kuranov4
About authors
  • 1 — Ph.D. associate professor National Mineral Resources University (Mining University)
  • 2 — Ph.D. associate professor National Mineral Resources University (Mining University)
  • 3 — Ph.D. associate professor National Mineral Resources University (Mining University)
  • 4 — post-graduate student National Mineral Resources University (Mining University)
Date submitted:
2011-11-09
Date accepted:
2012-01-08
Date published:
2012-12-29

Abstract

Finite element analysis of soil – pile interaction for two different design schemes is done. 3d analysis and stage construction is considered. As the results of FEA modeling vertical displacement of soil and subsidence trough for different stage of construction are drawn and analyzed.

Область исследования:
(Archived) Geotechnology for development of solid mining fields
Keywords:
stress strain foundations high-rise buildings subsidence trough finite element method
Funding:

None

Go to volume 199

References

  1. Potemkin D.A. Numerical modeling of stress and strain state of soil – structure interaction / D.A.Potemkin, P.A.Demenkov // Proceedings of Tula State University. Tula, 2008.
  2. Potemkin D.A. The is intense-deformed condition construction the station complex of underground coming under influence pile base / D.A.Potemkin, P.A.Demenkov, V.N.Ochnev // The Proceedings of the Mining Institute. Saint-Petersburg, 2010. Vol.185.

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