Calculation of natural tension of fastening rods due to rock creep
Authors:
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
- Glushko V.T., Shirokov A.Z. Mechanics of Rocks and Protection of Mine Workings. Kiev, Naukova Dumka, 1967.
- Erzhanov J.S. Theory of Rock Creep and its Applications. Alma-Ata, Nauka, 1964.
- Erzhanov J.S. et al. Analytical Problems of Rock Mechanics. Alma-Ata, Nauka, 1969.
- 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.
- Rabotnov Yu.N. Equilibrium of elastic medium with aftereffects. PPM, vol. XII, issue 1, 1946.
- Materials of the All-Union Symposium on the Problems of Rheology of Rocks and Relaxation in Solids. Kiev, Naukova Dumka, 1969.
- Muskhelishvili N.I. Some Basic Problems of Mathematical Theory of Elasticity. Moscow, Nauka, 1966.
- Florin V.A. Fundamentals of Soil Mechanics. V. 1, Gosstroyizdat, 1959.
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