Frozen Backfill for Underground Mine Applications

Canadian Institute of Mining, Metallurgy and Petroleum
Daniel Cluff
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
11
File Size:
6695 KB
Publication Date:
Oct 1, 2010

Abstract

Frozen backfill for mining operations in permafrost must be delivered in such a state so as not to thermally impose on the host rock surrounding the filled stope. The placement process, the material strength demand, and the freezing time delay are the parameters that control the applicability of the method. A two-year research program was carried out in the field and using a laboratory-scale apparatus, designed to simulate a pour of frozen backfill, to study the mixing, thermal properties and segregation. The frozen rock and tailings must be at a below zero temperature and get fully wetted so the surfaces cause adherence of the particles to one another and enhance the solidification of the poured backfill. The results provided a recipe and a process for mix design for open stoping operations in cold regions. The testing evaluated the sensitivity of the test parameters that included the amount of water added in the mix, the temperare of water, the rockfill/tailings ratio, and the temperature of solid constituents.The paper presents the result of this environmentally friendly, innovative technology. The distribution of the materials and the mixing process are instrumental in achieving the properties required for open stoping applications.
Citation

APA: Daniel Cluff  (2010)  Frozen Backfill for Underground Mine Applications

MLA: Daniel Cluff Frozen Backfill for Underground Mine Applications. Canadian Institute of Mining, Metallurgy and Petroleum, 2010.

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