Slope stability analyses in complex Geotechnical conditions – Thurst failure mechanism
In this thesis a previously unknown mechanism of failure in multilayered slope profiles is identified. In some conditions this mechanism does not confirm to the known failure models (relating to circular failure) used in slope stability analysis. For this reason, major failures have occurred in the...
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2013
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Online Access: | http://hdl.handle.net/2263/23040 Karparov, K 2007, Slope stability analyses in complex Geotechnical conditions – Thurst failure mechanism, PhD(Mining thesis, University of Pretoria, Pretoria, viewed yymmdd < http://hdl.handle.net/2263/23040 > http://upetd.up.ac.za/thesis/available/etd-03092007-153601/ |
Internet
http://hdl.handle.net/2263/23040Karparov, K 2007, Slope stability analyses in complex Geotechnical conditions – Thurst failure mechanism, PhD(Mining thesis, University of Pretoria, Pretoria, viewed yymmdd < http://hdl.handle.net/2263/23040 >
http://upetd.up.ac.za/thesis/available/etd-03092007-153601/