A variable moduli probabilistic constitutive model for soils
Measurement of stress - strain relationships in soil systems usually incorporate varying degrees of uncertainty. These uncertainties arise from laboratory testing mechanisms, sampling disturbances, errors performed by operators or technicians performing the tests, etc. Currently, deformation analyse...
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| Language: | en_US |
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The University of Arizona.
1988
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| Online Access: | http://hdl.handle.net/10150/276754 |