Submit an Article
Become a reviewer
Vol 156
Pages:
106-109
Download volume:
RUS
Article

Specific features of rock mass deformation around excavations, taking into account their anisotropy

Authors:
I. E. Dolgii1
D. I. Raevskii2
A. A. Silantev3
About authors
  • 1 — G.V. Plekhanov Saint Petersburg Mining University
  • 2 — G.V. Plekhanov Saint Petersburg Mining University
  • 3 — G.V. Plekhanov Saint Petersburg Mining University
Date submitted:
2003-06-12
Date accepted:
2003-07-13
Date published:
2004-09-09

Abstract

The methods of determining the parameters of anisotropy of rocks, containing mine workings, the nature of the deformation of rocks in the contour zone during elastic-plastic deformation are shown. The issues of determining the shapes and sizes of inelastic deformation zones depending on the physical and mechanical properties of rocks, the depth of mine workings and the size of the cross-sectional section are considered.

Область исследования:
(Archived) Modern problems of geomechanics and geotechnology
Funding:

None

Go to volume 156

Similar articles

Geomechanical analysis of St. Petersburg bedrock clays as a fractured-block environment
2004 R. E. Dashko, A. V. Volkova
Calculation of tunnel linings of variable thickness taking into account the influence of the earth surface
2004 A. S. Sammal, N. N. Fotieva, N. S. Bulychev, S. I. Khrenov
Improvement of the system of taxation of settlement lands
2004 L. N. Smirnova, V. A. Pavlova
Improving the efficiency of construction of conjunctions of capital mine workings through the use of anchoring
2004 E. V. Kiteleva, V. V. Pershin
Geomechanical justification of rock mass model for the analysis of the limit state of pillars
2004 A. P. Gospodarikov, S. E. Mansurova, A. V. Montikov
Development of St. Petersburg subway tunnel lining stress-strain state during operation
2004 M. O. Lebedev