Pit Limit Slope Design – Analytical Design

The American Institute of Mining, Metallurgical, and Petroleum Engineers
Dermot M. Ross-Brown
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
22
File Size:
1173 KB
Publication Date:
Jan 1, 1979

Abstract

Introduction Slope angles are one of the major factors affecting the shape of the final pit and the location of the walls Due to differences in geology, the optimum slope angles vary from pit to pit and within different parts of the same pit. Indeed, it is not unusual to have different slope angles for the top and bottom portions of the same cross section. The optimization of these slope angles is a major study in itself and this chapter is intended as a general introduction to the subject. It is not intended to be a comprehensive text for the absolute beginner The objective is to put the various aspects of slope stability analysis into relative perspective by describing the vari¬ous analytical techniques available and indicating when each may be most appropriately used References are made to the many excellent texts and papers on slope stability for the reader who does not have a formal training in soil or rock mechanics. In writing this chapter, an assumption has been made that a tentative mining plan has been drawn up, includ¬ing a preliminary estimate of the slope angles. It has also been assumed that all the necessary field and laboratory data has been collected and reduced to a form suitable for input into the stability analyses.
Citation

APA: Dermot M. Ross-Brown  (1979)  Pit Limit Slope Design – Analytical Design

MLA: Dermot M. Ross-Brown Pit Limit Slope Design – Analytical Design. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1979.

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