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Vol 199
Pages:
55-59
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RUS
Article

Building of underground construction protected enclosing wall and method of displacement forecast of the soil

Authors:
M. G. Popov1
S. V. Stepanenko2
About authors
  • 1 — Ph.D. assistant lecturer National Mineral Resources University (Mining University)
  • 2 — head of department Jet Technology and Construction ltd
Date submitted:
2011-11-30
Date accepted:
2012-01-23
Date published:
2012-12-29

Abstract

The volumetric model taking and performed mathematical modeling the process of construction of the pit under the enclosing wall of secant piles. The results of mathematical modeling on the horizontal displacements of the pit wall. Set out conditions for the construction of the pit and the main technological solutions.

Область исследования:
(Archived) Geotechnology for development of solid mining fields
Keywords:
modeling soil pit finite elements method the pile
Go to volume 199

References

  1. Geotechnical support for urban development / V.M.Ulitsky, A.G.Shashkin, K.G.Shashkin. Saint Petersburg, 2010.

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