Submit an Article
Become a reviewer
Vol 51 Iss. 1
Pages:
105-110
Download volume:
RUS
Article

Determination of rock strength limit in mine conditions

Authors:
Vyach. B. Bokiy
V. P. Melnichenko
A. M. Fridlyand
Date submitted:
1965-07-19
Date accepted:
1965-09-29
Date published:
1966-03-19

Abstract

The initial parameters in solving problems related to the manifestations of rock pressure are rock strength indicators. The main of them is the compressive strength. As a rule, it is determined in the laboratory on samples of the rocks under study. There are also known production methods that allow to determine the ultimate strength directly on the surface of rock outcrop (face, wall of excavation, roof) or at some distance from the contour of excavation, in a borehole. However, these methods are imperfect, labor-intensive and complex ...

Область исследования:
(Archived) Without section
Go to volume 51

References

  1. Baron L. I. On the Strength Indices of Rocks. Izv. of the AS USSR. OTN, NO. 11, 1948.
  2. Kashkarev K. P. Reference hammer for determination of concrete strength in products. Construction and Architecture, No. 5, 1960.
  3. Protodyakonov M. M., Voblikov V. S. Determination of rock strength on irregularly shaped samples. Ugol, No. 4, 1957.

Similar articles

Influence of rod fasteners on stability of drifts in thick seams of weak coal (research on models).
1966 O. V. Timofeev, Yu. N. Ogorodnikov
Peculiarities of roof management depending on fracture orientation and direction of excavation
1966 E. F. Melnikov
Model study of bearing pressure on abandoned pillars (in the conditions of the Polar mine).
1966 V. I. Zverkov
Manifestation of rock pressure in horizontal pumping workings of Tekeli mine and recommendation of rational types of support for them
1966 V. V. Smirnyakov, G. G. Mirzaev
Freiberg Mining Academy is 200 years old
1966 B. V. Bokiy
Mining pressure control in hollow seams with hard-to-collapse roofs
1966 V. V. Guryanov