Stress and strain state of «soil – pile foundations» for varios stages of high-rise building construction
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)
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
Funding:
None
References
- 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.
- 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.
Similar articles
Dynamics in change of stresses in hardly-caving roof and in a supported zone in the course of evolution of structural parameters of rock mass with secondary subsidence
2012 B. Yu. Zuev
Prediction of the mine working stability in the massif which are crossing zone of weakening
2012 M. G. Popov
Complex method of assesing mechanical condition of rocks in vicinity storehouses of radioactive waste
2012 O. V. Kovalev, S. P. Mozer, I. Yu. Tkhorikov