The Three Major Problems In Rock Slope Stability In Canada ? Introduction

Society for Mining, Metallurgy & Exploration
C. O. Brawner
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
34
File Size:
2416 KB
Publication Date:
Jan 1, 1968

Abstract

Approximately 7 billion tons of soil, rock and ore are currently being excavated in open pit mines and quarries on the North American continent at the present time. As the depth of excavation increases and the grade of ore being mined reduces, the safety and economy of the stability of the pit slopes becomes increasingly important. The magnitude of the potential influence on economics can be appreciated from the results of recent full scale field studies by Kennecott Copper Corporation at the Kimbley pit near Ely Nevada (Merrill, 1968). This pit was originally excavated with an average wall slope of 45°. Based on detailed studies it appeared that a slope of 610 would be stable. Subsequent excavation to this slope proved the original pit could have been steepened by 16° during production.
Citation

APA: C. O. Brawner  (1968)  The Three Major Problems In Rock Slope Stability In Canada ? Introduction

MLA: C. O. Brawner The Three Major Problems In Rock Slope Stability In Canada ? Introduction. Society for Mining, Metallurgy & Exploration, 1968.

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