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Geotechnology for development of solid mining fields

Numerical modeling of deep excavation structures behavior during construction

Authors:
A. G. Protosenya1
D. A. Potemkin2
S. V. Stepanenko3
  • 1 — National Mineral Resources University (Mining University)
  • 2 — National Mineral Resources University (Mining University)
  • 3 — Jet Technology and Construction ltd
Date submitted:
2016-11-14
Date published:
2012-05-01

Abstract

Numerical modeling of deep excavation construction is done in plane strain condition. The influence of boundary condition, contact condition between soil and structures, constrain of cantilever wall, thickness of the wall and anchors on the strain condition of the soil is found.

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