Stress and strain state of «soil – pile foundations» for varios stages of high-rise building construction
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)
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.
References
- 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.
- 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
Complex method of assesing mechanical condition of rocks in vicinity storehouses of radioactive waste
2012 O. V. Kovalev, S. P. Mozer, I. Yu. Tkhorikov
Physical modeling during scientific following of subway structures underground construction in condition of Saint Petersburg
2012 Yu. S. Frolov, A. N. Konkov, A. A. Larionov
Use of hydrogeomechanical monitoring during shielding tunnel for underground station оf Saint Petersburg subway «Admiralteiskaya»
2012 Yu. A. Norvatov, I. B. Petrova, M. V. Sergutin
Algorithm and characterization program of downhole electrosteamgenerator for heat treatment on high viscosity oil recervoirs
2012 E .A. Zagrivnyi, V. O. Zyrin