Coal Division - Underground Coal Mine Design and Planning ? Estimating Mine Pillar Strength From Compression Tests

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 47
- File Size:
- 7208 KB
- Publication Date:
- Jan 1, 1979
Abstract
Using an approach based on the theory of similitude, the author develops a general equation and related concepts that provide new insights to an old problem. The load-bearing capacity (strength) of a square, rectangular, or cylindrical prism of a brittle material such as rock, coal, or concrete is expressed as the mathematical product of a size effect, a shape effect, and a function of the mechanical properties (deformability, cleat/joint spacing, and friction) of the pillar, roof and floor materials. Through an application of multivariate statistical analysis, the results of assorted tests and observations of failed pillars can be combined into a fundamental scaling equation, which provides a unified, consistent approach to the estimation of mine pillar strength. The form of the equation is sufficiently general to be able to incorporate refinements in the characterization of the basis factors, as they become available through future experimentation and analysis.
Citation
APA:
(1979) Coal Division - Underground Coal Mine Design and Planning ? Estimating Mine Pillar Strength From Compression TestsMLA: Coal Division - Underground Coal Mine Design and Planning ? Estimating Mine Pillar Strength From Compression Tests. Society for Mining, Metallurgy & Exploration, 1979.