Rock Stresses Induced by Block Caving

- Organization:
- Canadian Institute of Mining, Metallurgy and Petroleum
- Pages:
- 3
- File Size:
- 1330 KB
- Publication Date:
- Jan 1, 1964
Abstract
Different individuals have calculated the boundary stresses around elliptical openings in an infinite elastic medium for various conditions of loading. With caution, such calculations are useful in indicating stress trends in mining. This paper illustrates an application to caving operations and suggests that abnormal field stress would have an adverse effect. Introduction GELDART and Udd (1), applying elastic theory, confirmed, and set out graphically, the stress distributions on the surface of elliptical openings with axis ratios varying from 1.0 (a circle) to infinity (a crack). The loading conditions varied from uniaxial to hydrostatic, and inclinations for the opening, with respect to the stress axis, varied from 0° to 90°. As most mine openings can be generalized into this elliptical conception, the usefulness of the presentation lies in the fact that given reasonable estimates for the stress ratio, the axis ratio, and its inclination, then the trend in stress concentrations as an opening develops can be readily approximated.
Citation
APA:
(1964) Rock Stresses Induced by Block CavingMLA: Rock Stresses Induced by Block Caving. Canadian Institute of Mining, Metallurgy and Petroleum, 1964.