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Vol 51 Iss. 1
Pages:
78-84
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RUS
Article

Calculation of stresses in inter-chamber pillars

Authors:
A. A. Borisov
B. I. Nifontov
N. M. Romadin
Date submitted:
1965-07-30
Date accepted:
1965-09-12
Date published:
1966-03-19

Abstract

In the practice of construction and operation of mines, shafts and underground structures one of the urgent tasks is the calculation of pillars. Its solution is complicated by a variety of types of pillars and conditions of their operation. The nature of operation of inter-chamber pillars depends on a number of parameters, the most important of which, other things being equal, are: the structure of pillars, the properties of the rocks composing them, the mining depth , the type of links between pillars and the host rocks, the ratio of pillar sizes, etc.

Область исследования:
(Archived) Without section
Funding:

None

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References

  1. Kalmanok A. S. To the theory of compression tests. V sb. Issledovaniya po teorii sooruzheniy, issue V, Stroyizdat, 1951.
  2. Kononenko E. S. The problem of compression of a parallelepiped between rigid slabs without sliding. V sb. Issledovaniya po teorii sooruzheniy, issue VI, Stroyizdat, 1954.
  3. Papkovich P. F. Theory of Elasticity. Oborongiz, 1939.
  4. Filonenko-Borodich M. M. Problem about equilibrium of an elastic parallelepiped under given loads on its faces. Prikl. matem. i mekhan., vol. XV, issue 2, 1951.

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