Concrete Pillar Method To Eliminate Risks Working Above Or Below Waste Rock Backfills

Society for Mining, Metallurgy & Exploration
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
4
File Size:
220 KB
Publication Date:
Jan 1, 2010

Abstract

When solid pillar is not left to separate different mining levels in underground mine with high dip angle deposit, waste rock in the backfilled stope could be a safety hazard to future mining activities on levels above or below the backfill. Different backfill methods can be used to eliminate this hazard according to the deposit shape and mining method. Building concrete pillar in ore drift of each mining level is one of them. Concrete pillar had been constructed in underground mines based on operational experience. Little design literature and pillar performance data can be found. At Great Basin Gold Hollister Mine, over two thousand feet of concrete pillar had been constructed. The project started with engineering design which combined civil engineering concrete design and the specialties of underground construction. Time Domain Reflectometry technique was installed to monitor the pillar movement and concrete cylinder samples were collected and tested for quality control. Engineering design, underground construction, quality control and concrete pillar monitoring, as well as precious concrete mixing data from years of experience are fully covered in this paper to give a general frame of concrete pillar method.
Citation

APA:  (2010)  Concrete Pillar Method To Eliminate Risks Working Above Or Below Waste Rock Backfills

MLA: Concrete Pillar Method To Eliminate Risks Working Above Or Below Waste Rock Backfills. Society for Mining, Metallurgy & Exploration, 2010.

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