Effect Of Regional Stresses On A Large Diameter Raise Bored Shaft At Rag’s Twentymile Coal Company

Society for Mining, Metallurgy & Exploration
M. A. Berdine C. N. Thompson D. Brock
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
9
File Size:
2785 KB
Publication Date:
Jan 1, 2004

Abstract

The raise bore method of shaft construction has been success-fully used in the mining and construction industries for over thirty years. In the mid 1990’s, Twentymile Coal Company (“TCC”), now affiliated with RAG American Coal Company, used this method for a moderately deep small diameter shaft and the raise bore and slash method for a shallow larger diameter shaft. In late 2001, TCC contracted to raise bore a 431-meter deep, 6.2-meter diameter shaft. During the raise bore and shaft lining processes, regional horizontal stress fields resulted in extensive elliptical caving beyond the original design diameter. This paper discusses the engineering approaches and procedures used to safely complete construction of the raise bore shaft.
Citation

APA: M. A. Berdine C. N. Thompson D. Brock  (2004)  Effect Of Regional Stresses On A Large Diameter Raise Bored Shaft At Rag’s Twentymile Coal Company

MLA: M. A. Berdine C. N. Thompson D. Brock Effect Of Regional Stresses On A Large Diameter Raise Bored Shaft At Rag’s Twentymile Coal Company. Society for Mining, Metallurgy & Exploration, 2004.

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