Dependence of rock pressure perceived by the support on the support area
Abstract
One of the main obstacles to the introduction of mechanized supports in weak host rocks is the lack of data on the relationship between the magnitude of rock pressure exerted on the support and the area of the support. The present article is devoted to the determination of soil resistance to indentation depending on the diameter and material of a round die (metal or wood).
Область исследования:
Mining
Funding:
None
References
- Bilik Sh. M., Korablev A. A., Panov A. D., Slobodov M. A. Devices and apparatus for following the manifestations of mountain pressure. Ugletekhizdat, 1958.
- Popov V. L. New Mechanized Fasteners. Gosgortekhizdat, 1960.
Similar articles
Protective shield performance under impact loading conditions during free roof collapse
1963 Yu. D. Dyadkin, Yu. A. Modestov, B. G. Karepin, G. M. Vesterman
Distribution of bearing pressure at different directions of excavation (for conditions of the lower block of the Zapolyarny mine)
1963 N. Z. Galaev
Estimation of stability of open pit sides during development of Tikhvin bauxite deposits
1963 V. N. Novozhilov