A stress-strain model for the undrained response of oil sand
An efficient undrained model for the deformations analysis of oil sand masses upon undrained loading is presented in this thesis. An analysis which couples the soil skeleton and pore fluids is used. The soil skeleton is modeled as a non-linear elastic-plastic isotropic material. In undrained condit...
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| Language: | English |
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University of British Columbia
2010
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| Online Access: | http://hdl.handle.net/2429/25084 |