Interaction of loose rocks with movable supports in steeply dipping seam mining
Authors:
Abstract
In the development of thin and medium-thickness steeply dipping seams using systems with long stopes along the dip, the most labor-intensive and arduous is supporting the face area, which takes up to 55-60% of working time.
Область исследования:
(Archived) Without section
Funding:
None
References
- Burtsev A. I. Loads from loose rocks on suspended supports of steeply falling strata. Izvestiya vuzov. Mining Journal Gornyi zhurnal, 1962, No. 3. (in Russian)
- Voskoboev F. N., Yudin R. E. Investigations of Mountain Pressure Manifestations and Conditions of Interaction of Fence Fastenings with the Deposit Massif and Side Rocks during Development of Thin Steep Strata by 1KBS Complexes. Proc. Tr. VNIMI, iss. 73, 1969. (in Russian)
- Kankanyan G. P. Determination of the angle of collapse and pressure of dry sand on the retaining wall. Journal of Technical Physics Zhurn. tekhn. fiziki, vol. VII, iss. 24, 1937. (in Russian)
- Tsagareli Z. V. Experimental Investigation of Pressure of Bulk Medium on Retaining Walls with Vertical Back Edge and Horizontal Backfill Surface. Bases, foundations and mechanics of soils Osnovaniya, fundamenty i mekhanika gruntov, 1965, No. 4. (in Russian)
- Tsagareli Z. V. Experimental study of bulk medium pressure on retaining walls with an inclined back face towards the backfill. Bases, foundations and mechanics of soils Bases, foundations and mechanics of soils Osnovaniya, fundamenty i mekhanika gruntov, 1967, No. 3. (in Russian)
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