Mechanized Rock Excavation In Mining

Society for Mining, Metallurgy & Exploration
George H. K. Schenck
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
18
File Size:
864 KB
Publication Date:
Jan 1, 1974

Abstract

In this decade of the 1.970's it is forecast that eight billion cubic yards of rock will be excavated from 400, 000 miles of new tunnels, drifts and other underground workings in the western world, according to estimates in a report of the Organization for Economic Cooperation and Development (OECD). It is expected that the cost of this work will be in excess of $54 billion in constant 1970 dollars. Most of this underground excavation will be in mining -- 97% of the tunnel length and 89% of the volume - -the balance in construction. In addition to this huge excavating task, in the 18 developed nations of OECD, will be projects in the Communist Bloc and in the developing nations. Underground excavation requires the successful completion of three principle activities: A. Break -- to free rock from the solid work face. B. Remove-- to clear the work area of broken rock. C. Support -- to assure stability of rock surrounding the underground excavation and to eliminate risk of rock collapse. In today's fully mechanized excavation systems, continuous miners, roadheaders or tunnel borers, (A) break the rock loose from the face, and (B) remove broken rock with their mucking devices and load it onto belt conveyors, mine cars, trucks, or any other appropriate haulage system for disposal. Such operations contrast to the more complex, intermittent systems employed when
Citation

APA: George H. K. Schenck  (1974)  Mechanized Rock Excavation In Mining

MLA: George H. K. Schenck Mechanized Rock Excavation In Mining. Society for Mining, Metallurgy & Exploration, 1974.

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