Submit an Article
Become a reviewer
Geotechnology for development of solid mining fields

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
  • 1 — National Mineral Resources University (Mining University)
  • 2 — National Mineral Resources University (Mining University)
  • 3 — National Mineral Resources University (Mining University)
  • 4 — National Mineral Resources University (Mining University)
Date submitted:
2016-11-14
Date published:
2012-05-01

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.

Go to volume 199

Similar articles

The way of pipeline construction in areas of high seismic activity
2012 A. K. Nikolaev, V. P. Dokukin, O. F. Putikov
Безопасные параметры сдвижения земной поверхности при строительстве метрополитена в Санкт-Петербурге
2012 V. P. Khutskii
Rationale for assessing the degree of fracturing rock mass by gpr based on mathematical modeling
2012 V. V. Glazunov, S. M. Danil'ev