The intense-deformed condition of construction of underground station complex under influence of piles foundation

D. A. Potemkin; P. A. Demenkov; V. N. Ochnev

Vol 185

Pages:

235-239

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Research article

Problems in conservation of resources? mine surveying and wise erth's interior utilization

The intense-deformed condition of construction of underground station complex under influence of piles foundation

Authors:

D. A. Potemkin¹

P. A. Demenkov²

V. N. Ochnev³

About authors

1 — Ph.D. associate professor Saint Petersburg State Mining Institute (Technical University)
2 — Ph.D. associate professor Saint Petersburg State Mining Institute (Technical University)
3 — Ph.D. associate professor Saint Petersburg State Mining Institute (Technical University)

Date submitted:

2009-07-27

Date accepted:

2009-09-26

Date published:

2010-04-22

Abstract

The intense-deformed condition of one of station complexes of the Saint Petersburg underground testing mutual influence from a trading-entertaining complex located over it is considered.

Keywords:

intense-deformed condition piles metro station tunnels. finite elements method

Потемкин Д.А., Деменков П.А., Очнев В.Н. Напряженно-деформированное состояние обделок станционного комплекса метрополитена, испытывающего влияние свайного фундамента // Записки Горного института. 2010. Т. 185 . С. 235-239.

Potemkin D.A., Demenkov P.A., Ochnev V.N. The intense-deformed condition of construction of underground station complex under influence of piles foundation // Journal of Mining Institute. 2010. Vol. 185 . p. 235-239.

The intense-deformed condition of construction of underground station complex under influence of piles foundation

Abstract

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