Submit an Article
Become a reviewer
Vol 199
Pages:
123
Download volume:

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 — 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:
2011-11-09
Date accepted:
2012-01-08
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

References

  1. Потемкин Д.А. Моделирование напряженно-деформированного состояния грунтового массива, вмещающего комплекс элементов подземных и наземных сооружений / Д.А.Потемкин, П.А.Деменков // Известия Тульского государственного университета. Тула, 2008.
  2. Потемкин Д.А. Напряженно-деформированное состояние обделок станционного комплекса метрополитена испытывающего влияние свайного фундамента / Д.А.Потемкин, П.А.Деменков, В.Н.Очнев // Записки Горного института. СПб, 2010. Т.185.

Similar articles

About determination of potential sliding surface based on stress analysis in pit wall solid
2012 P. I. Yushmanov
Definition of area harmful interference in communications construction underground
2012 M. G. Mustafin, A. S. Naumov
Development of the weighted biopolimer drilling mud for workover
2012 Vladimir S. Litvinenko, N. I. Nikolaev
Analysis of existing design procedures pumping mode LPG natural gas pipeline
2012 A. K. Nikolaev, V. P. Dokukin, V. A, Voronov
Influence of magnetic field on the speed metal corrosion tubing rheological properties and product borehole
2012 M. K. Rogachev, M. I. Kuzmin, N. K. Kondrasheva
Standard and methodical support of estimation of adverse effect of underground construction and monitoring of deformations for conditions of Saint-Petersburg
2012 E. M. Volokhov, S. N. Zelentsov, V. P. Khutskii