Considering strain compatibility in limit equilibrium analysis for three tailings materials
Recent tailings dam failures around the world have highlighted the real risk posed by undrained slope failures. Undrained failures are fundamentally different to drained failures in the sense that different mechanisms are involved (i.e. a slope may be stable against drained failure but unstable agai...
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| Language: | en |
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University of Pretoria
2021
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| Online Access: | http://hdl.handle.net/2263/80752 |