Finite Element Approach of the Influence of Anisotropy on Steeply Digging VCR Stopes

The American Institute of Mining, Metallurgical, and Petroleum Engineers
K. Donovan W. G. Pariseau M. Cepak
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
26
File Size:
916 KB
Publication Date:
Jan 1, 1984

Abstract

This paper examines the difficulties of applying the finite element (FE) method of analysis to quantitative design of cable bolt systems. Cable bolt systems are in general use for ground control in VCR (Vertical Crater Retreat) topes throughout the world. However, despite their widespread use and importance, design of cable bolt systems is highly subjective. Two difficulties with the FE approach are examined: (i) the use of standard elements with a high aspect ratio (slender elements) to represent bolts, and (ii) the influence of cable bolts on hanging wall stability of a VCR study stope. Analysis results indicate that the use of slender elements for bolts is practical in large scale finite element analyses of VCR stopes. There are significant advantages in this approach to the engineering design of cable bolt systems in underground mining.
Citation

APA: K. Donovan W. G. Pariseau M. Cepak  (1984)  Finite Element Approach of the Influence of Anisotropy on Steeply Digging VCR Stopes

MLA: K. Donovan W. G. Pariseau M. Cepak Finite Element Approach of the Influence of Anisotropy on Steeply Digging VCR Stopes. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1984.

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