Calculation of rods and flexible cable ties at artificial strengthening of rock slopes at quarries.
Abstract
The question of artificial strengthening of rock slopes is becoming more and more urgent, both in hydraulic engineering and road construction, and in open-pit mining - to strengthen unstable areas of the sides of the limiting contour of quarries. The expediency of strengthening the unstable section is determined by the need to maintain the continuity and the specified width of the transport berms and cleaning berms, as well as adopted in the development project profile of the side during the entire life of the excavation ...
Область исследования:
(Archived) Without section
References
- Gignoux M., Barbier R. Geology of Dams and Hydraulic Structures. Gosstroyizdat, 1961.
- Kudrin B. A. Investigation of Armature Anchoring and its Bonding with Early Age Concrete in Reinforced Concrete Beams. Concrete and Reinforced Concrete, No. 9, 1960.
- Livanov N. M. Design and Installation of Reinforced Concrete Structures. Gosstroyizdat, 1961.
- Lipovoy A. I. Effective method of installation of reinforced concrete bars and method of calculation of strength. Mining and concentration of non-ferrous metal ores, No. 2, 1963.
- Makhno E. Ya. To the question of calculation of the rod support. Ugol, No. 5, 1959.
- Revazov M. A. Determination of Additional Holding Force at Artificial Strengthening of Rock Slopes. Proc. VNIMI, NO. 52, 1964.
- Guidelines for Determination of Optimal Angles of Slope of Quarry Sides and Dump Slopes. Rotoprint VNIMI, 1962.
- Reference manual for the production of construction works. State Publishing House of the BSSR, 1958.