CRF Pillar Construction at the Doe Run Company

Society for Mining, Metallurgy & Exploration
Thomas R. Yanske Lyndon M. Clark Jonathan E. Carmack
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
13
File Size:
712 KB
Publication Date:
Jan 1, 2001

Abstract

In order to maximize the extraction of high grade pillars at The Doe Run Company, artificial pillars are created using cemented rock fill (CRF). CRF pillars aid extraction of pillars in two ways. One is to offer back support for the immediate area where pillars are being extracted. The second is to increase the post failure residual strength of pillars surrounded by backfill. The CRF is produced using a combination of minus 1.0 m run of mine (ROM) rock and minus 5 cm crushed rock. Depending on the operation the CRF slurry is either produced in an underground or a surface batch plant. The slurry and rock are transported to the fill area by truck where they are mixed and placed in 1 m lifts. To reduce the amount of CRF needed, fill fences are constructed around the perimeter of the CRF pillar. Within these fences ROM CRF is placed in lifts until within 0.6 m of the back after which minus five centimeter CRF is slung tight to the back utilizing slinger trucks. In constructing these artificial pillars a number of set procedures have been established to ensure that the work is done both properly and safely.
Citation

APA: Thomas R. Yanske Lyndon M. Clark Jonathan E. Carmack  (2001)  CRF Pillar Construction at the Doe Run Company

MLA: Thomas R. Yanske Lyndon M. Clark Jonathan E. Carmack CRF Pillar Construction at the Doe Run Company. Society for Mining, Metallurgy & Exploration, 2001.

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