Calculation of the parameters of artificial pillars in the ascending order of deposit mining
About authors
- 1 — G.V. Plekhanov Saint Petersburg Mining University
- 2 — G.V. Plekhanov Saint Petersburg Mining University
Abstract
The stress state of artificial monolithic pillars under the combined system of field development, which is affected by the rock pressure of hanging wall rocks and the active pressure of loose rock filling located in the chamber of the 2nd stage, was analyzed. As a result of calculations the optimum length of of the 1st stage chamber is 8 m, length of the 2nd stage II chamber is 40 m, hardening deposit strength is 3 MPa.
Область исследования:
(Archived) Modern problems of geomechanics and geotechnology
Similar articles
From the experience of creating a high-altitude separation network in the construction of out-of-grade bridges
2004 E. S. Bogomolova, O. N. Malkovskii
Calculation of tunnel linings of variable thickness taking into account the influence of the earth surface
2004 A. S. Sammal, N. N. Fotieva, N. S. Bulychev, S. I. Khrenov
Specific features of well construction in conditions of inelastic deformation of salt deposits
2004 N. I. Slyusarev, S. P. Mozer, R. A. Ibraev