Author: Guz A. Chekhov V.
Publisher: Springer Publishing Company
ISSN: 1063-7095
Source: International Applied Mechanics, Vol.41, Iss.11, 2005-11, pp. : 1239-1245
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Abstract
The piecewise-homogeneous model and the three-dimensional linearized theory of stability for small subcritical strains are used to study the surface instability of a regularly layered rock mass under biaxial loading. A plane problem is formulated. Basic characteristic equations are derived. A specific problem is solved as an example to demonstrate the selection of loads and the interaction of support elements with the wall rock
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