Soil Mechanics and Foundation Engineering

, Volume 31, Issue 2, pp 62–66

Construction of a three-dimensional block structure on the basis of jointed rock parameters estimating the stability of underground workings

Authors

  • G. G. Kocharyan
  • A. M. Kulyukin
Underground Structures

DOI: 10.1007/BF02335014

Cite this article as:
Kocharyan, G.G. & Kulyukin, A.M. Soil Mech Found Eng (1994) 31: 62. doi:10.1007/BF02335014

Abstract

A method is proposed for constructing a three-dimensional block structure on the basis of jointed rock parameters. The possibility of estimating the stability of underground structures on the basis of a geometric analysis of the block structure and isolating the most dangerous sections is shown. A method of determining the optimal location of an underground structure from the parameters of the joint system is given.

Copyright information

© Plenum Publishing Corporation 1994