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The Determination Of The Residual Strength Of Hard Rock Crush Pillars With A Width-To-Height Ratio Of 2:1
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Citation (Style = APA)
Roberts, D. P. (2005). The Determination Of The Residual Strength Of Hard Rock Crush Pillars With A Width-To-Height Ratio Of 2:1.
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SpreadSheed (CSV)
Roberts, D. P. (2005). The Determination Of The Residual Strength Of Hard Rock Crush Pillars With A Width-To-Height Ratio Of 2:1.
Citation Downloads
Reference Manager (RIS)
SpreadSheed (CSV)
Organization: The Southern African Institute of Mining and Metallurgy
Pages: 10
Publication Date:
Jan 1, 2005
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Abstract
Abstract
| This paper reviews the use of crush pillars on mines in the Bushveld Complex and the Witwatersrand Supergroup. Stress measurements were undertaken in order to determine the residual strength of these crush pillars. The results from these stress measurements are compared with previous attempts to determine the residual strength of crush pillars using back analysis. It is concluded that the residual strength of such crush pillars lies in a band between 13 MPa and 25MPa. Using the data from the stress measurements, as well as published and unpublished data, a stress-strain curve for a crush pillar with a width-to-height ratio of 2:1 is proposed. Where further work is required, this is indicated in the text. |
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