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Vol 64 Iss. 1
Pages:
96-101
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RUS
Article

Calculation of natural tension of fastening rods due to rock creep

Authors:
O. V. Timofeev
Date submitted:
1973-07-26
Date accepted:
1973-09-23
Date published:
1974-01-01

Abstract

For the efficiency of metal locking rods, they are given an initial tension of about 3-4 tons. Reinforced concrete solid rods are usually installed without initial tension; and they work no less effectively than metal locking rods. Steel-polymer rods with locking plugs are installed with or without tension.

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References

  1. Glushko V.T., Shirokov A.Z. Mechanics of Rocks and Protection of Mine Workings. Kiev, Naukova Dumka, 1967.
  2. Erzhanov J.S. Theory of Rock Creep and its Applications. Alma-Ata, Nauka, 1964.
  3. Erzhanov J.S. et al. Analytical Problems of Rock Mechanics. Alma-Ata, Nauka, 1969.
  4. Prokopenko V.B. Calculation of the value of preliminary tension of rods. - In the collection: Rod Support in Mining Industry, vol. 1, M., GosINTI, 1965.
  5. Rabotnov Yu.N. Equilibrium of elastic medium with aftereffects. PPM, vol. XII, issue 1, 1946.
  6. Materials of the All-Union Symposium on the Problems of Rheology of Rocks and Relaxation in Solids. Kiev, Naukova Dumka, 1969.
  7. Muskhelishvili N.I. Some Basic Problems of Mathematical Theory of Elasticity. Moscow, Nauka, 1966.
  8. Florin V.A. Fundamentals of Soil Mechanics. V. 1, Gosstroyizdat, 1959.

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