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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

Rod support has so far been mastered mainly on the basis of practical experience, since 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 fastening of rods in the rock change the bearing capacity of the roof, although the mechanical properties of samples made of rock, with rods fixed and without rods, of course, remain the same.

Область исследования:
Mining
Funding:

None

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References

  1. Temporary Instruction on the Application of Anchor Support in Mine Workings. Ugletekhizdat, 1956. (in Russian)
  2. Lindenau N. I., Melnikov N. I. Experience in the use of anchor support at the mines of Kuzbass. Byulleten "Nauchnaya i tekhnicheskaya informatsiya", Ugletekhizdat, 1957, No. 4. (in Russian)
  3. Srebniy I. I., Korenevskiy V. E. New types of mine support. Reference book, pt. I. Ugletekhizdat, 1956. (in Russian)
  4. Semevskiy V. N. Rod support in Canadian mines. Gornyi Zhurnal, 1957, No. 5. (in Russian)
  5. Volkenau A. V., Shirokov A. P. Tests of anchor support in Kuzbass. Ugol', 1955, No. 9. (in Russian)
  6. Kuznetsov G. N. Mechanical Properties of Rocks. Ugletekhizdat, 1947. (in Russian)
  7. Baron L. I. Secondary Crushing and Ore Release. Metallurgizdat, 1950. (in Russian)
  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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