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Vol 204
Pages:
263-268
Download volume:
RUS
Article

Theoretical basis of geomaterial accounted for induced and inherent anisotropy

Authors:
M. A. Karasev1
D. A. Potyomkin2
About authors
  • 1 — Ph.D. associate professor National Mineral Resources University (Mining University)
  • 2 — Ph.D. associate professor National Mineral Resources University (Mining University)
Date submitted:
2012-11-29
Date accepted:
2013-01-07
Date published:
2013-11-18

Abstract

The main reasons of soil deformation during deep excavation construction are presented. Numerical modeling of deep excavation construction with an account of support system is conducted. Conclusions on the application area of typical soils models is made.

Область исследования:
(Archived) Mining geomechanics
Keywords:
soils deep excavations support soil models numerical modelling deformation
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