Determination of the dimensions of the inelastic deformation zone around a supported opening subjected to abutment pressure
Authors:
Abstract
The magnitude of rock falls, the load on mine support, and the displacement of their contours are determined mainly by the extent of the inelastic deformation zone formed in the rock mass surrounding the workings. In the practice of maintenance, the majority of development workings are affected by abutment pressure, and there are no calculation methods for assessing this effect on the size of the inelastic deformation zone.
Область исследования:
(Archived) Without section
Funding:
None
References
- Adashev K. A. et al. Improvement of Mountain Pressure Management. (in Russian)
- Borisov A. A. Calculation of Support Pressure in Face faces of hollow strata. Nedra, 1964. (in Russian)
- Dinnik A. N., Morgayevskiy A. B., Savin G. N. Distribution of Stresses around Underground Workings. Tr. soveshchaniya po upravleniyu gornym davleniem. AN SSSR, 1938. (in Russian)
- Liberman Yu. M. To the issue of support pressure in front of the cleaning face. Sb. "Fiziko-mekhanicheskie svoistva, davlenie i razrushenie gornykh porod". Pt. 1. AN SSSR, 1962. (in Russian)
- Ruppeneit K. V. Some Issues of Rock Mechanics. Ugletekhizdat, 1954. (in Russian)
- Sazhin V. S. Elastic-Plastic Distribution of Stresses around Mining Excavations of Different Outline. Nedra, 1968. (in Russian)
- Cherepanov G. P. About one method of solution of elastic-plastic problem. PMM, vol. 27, iss. 3, 1963. (in Russian)
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