Below is a link on various tailing dam designs.
Based on the readings from this site RED may have utilised a centreline or modified centreline tailings dam design due to seismic risk and space limitations.
If somebody has experience designing/constructing tailings dams I would be interested in your thoughts on the type of tailings dam that may have been utilised.
http://www.tailings.info/disposal/conventional.htm
local media reports on reds problems., page-17
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