Slope stability in unsaturated soils
<p>This thesis deals with the analysis of slope stability in unsaturated soils. The failure criterion (Mohr-Coulomb) is extended to take into account the effect of a second stress variable (i.e., matrix suction). Test results from the literature for unsaturated materials are used to illustrate...
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| Format: | Others |
| Language: | en |
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University of Saskatchewan
2013
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| Online Access: | http://library.usask.ca/theses/available/etd-01092013-133533/ |