Submit an Article
Become a reviewer
Vol 44 Iss. 1
Pages:
91-97
Download volume:
RUS
Article

Determination of bulk rock pressure on the support structure

Authors:
E. Ya. Makhno
Date submitted:
1960-07-27
Date accepted:
1960-09-15
Date published:
1960-12-16

Abstract

Bulk rock is characterized by the following: 1) loose rock massif consists of separate, not connected with each other pieces of hard rock; 2) pieces of rock are small enough in comparison with the width of excavation, which practically excludes the possibility of vaulting; 3) the shape of pieces and their location determine the possibility of lateral spreading forces by mutual wedging under the action of load. Often it is necessary to support excavations under the collapsed rock or stockpile, the properties of which are often close to loose rock.

Область исследования:
Mining
Go to volume 44

References

  1. Tsitovich N. A. Mechanics of Soils. Gosstroyizdat, 1951.
  2. Makhno E. Ya. Issues of Development of Steeply Falling Coal Seams with the Use of Shield Mounting. Ugletekhizdat, 1957.
  3. Protodyakonov M. M. Rock Pressure and Mine Fastening. Gostekhizdat, 1933.
  4. Rivkin V. D. and Zapolye V. P. Pressure of collapsed rocks on an ore massif. Mining Journal, 1952, No. 3.

Similar articles

On explosion fixing of rod locks in weak rocks
1960 B. I. Emelyanov
Large chamber centrifuge bkts-3 for modeling of stresses under the action of volumetric forces
1960 P. I. Gorodetskii, Yu. M. Lukyanov, V. I. Abramov
Methodology for determining pit boundaries and annual overburden volumes based on design experience
1960 N. D. Zolotarev
Research of the mode of ore extraction under a rock fill (on models)
1960 Yu. I. Panenkov
Influence of some factors on strength and stability of supporting walls
1960 Yu. I. Panenkov
Stress distribution in a volumetric model of a chamber development system
1960 D. P. Senuk