Modelling including testing of cohesionless soils using disturbed state concept.
A powerful and general concept, the DSC concept, that can capture a wide spectrum of behavior of geologic materials is developed in this dissertation. Factors such as nonassociativeness, induced anisotropy and damage are included in the concept as disturbances with respect to two reference states. O...
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| Language: | en |
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The University of Arizona.
1990
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| Online Access: | http://hdl.handle.net/10150/185166 |