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Vol 42 Iss. 1
Pages:
108-121
Download volume:
RUS
Article

Influence of rod pre-tensioning on the bearing capacity of the roof of underground workings

Authors:
G. I. Kravchenko
Date submitted:
1959-07-07
Date accepted:
1959-09-18
Date published:
1959-12-19

Abstract

So far, the rod fasteners have been mastered mainly on the basis of practical experience, as its theory is not sufficiently developed. The rods are passive suspensions only when the immediate roof is weak and the main roof rock is strong. In all other cases, the installation and loosening of rods in the rock change the bearing capacity of the roof, although the mechanical properties of samples made of rock, bonded and unbonded rods, of course, remain the same.

Область исследования:
Mining
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References

  1. Temporary Instruction on the Application of Anchoring in Mine Workings. Uglegletehizdat, 1956.
  2. Liidenau N. I. I., Melnikov N. I. Experience in the use of anchors at the mines of Kuzbass. Bull. of Scientific and Technical Information, Ugletekhizdat, 1957, No. 4.
  3. Srebniy I. I., Korenevskiy V. Е. New types of mine support. Reference book, pt. I. Uglegrotekhizdat, 1956.
  4. Senevskiy V. N. Rod fasteners in Canadian mines. Mining Journal, 1957, No. 5.
  5. Volkenau A. V., Shirokov A. P. Tests of anchor support in Kuzbass. Ugol, 1955, No. 9.
  6. Kuznetsov G. N. Mechanical Properties of Rocks. Uglegrotekhizdat, 1947.
  7. Baron L. I. Secondary Crushing and Ore Release. Metallurgizdat, 1950.
  8. Humphrey J. L. Mining Engineering, 1956, v. 8, No. 5,
  9. Panek L. A. Mining Congress J. 1957, v. 43, No. 11.

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