Evaluation of slope stability under water and seismic load through the Minimum Lithostatic Deviation method
The main objective of this thesis is to obtain a better understanding of the methods to assess the stability of a slope. We have illustrated the principal variants of the Limit Equilibrium (LE) method found in literature, focalizing our attention on the Minimum Lithostatic Deviation (MLD) method,...
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| Format: | Doctoral Thesis |
| Language: | en |
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Alma Mater Studiorum - Università di Bologna
2014
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| Online Access: | http://amsdottorato.unibo.it/6602/ |