A laboratory model to study arching within a hydraulic fill stope
Pirapakaran, Kandiah, and Sivakugan, Nagaratnam (2007) A laboratory model to study arching within a hydraulic fill stope. Geotechnical Testing Journal, 30 (6). pp. 496-503.
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View at Publisher Website: http://dx.doi.org/10.1520/GTJ100653
A simple laboratory apparatus, to study the effects of arching within a hydraulic fill mine stope, was developed. Four different model stopes, two circular and two square, made from Perspex, were used in the study. A dry hydraulic fill obtained from a local mine was used in the study. The model was filled in 100-mm layers, and the fractions of the fill weight, carried by the bottom and the wall of the stope, were separately measured. From these measurements, the variation of average vertical stress with depth could be computed. These experimental values were compared against those obtained from numerical modeling using FLAC and FLAC3D, and the agreement was excellent, thus validating the numerical model.
|Item Type:||Article (Refereed Research - C1)|
|Keywords:||arching; stopes; backfill; overburden; mine slope; minefill; FLAC; axisymmetric|
|FoR Codes:||09 ENGINEERING > 0999 Other Engineering > 099999 Engineering not elsewhere classified @ 100%|
|SEO Codes:||84 MINERAL RESOURCES (excl. Energy Resources) > 8499 Other Mineral Resources (excl. Energy Resources) > 849999 Mineral Resources (excl. Energy Resources) not elsewhere classified @ 100%|
|Deposited On:||28 May 2009 11:10|
|Last Modified:||25 May 2013 00:24|
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