Testing and constitutive modelling of saturated interfaces in dynamic soil-structure interaction.
Cyclic direct and simple-shear experiments are conducted on remolded clay-steel interfaces under undrained conditions and a constant normal stress. Also, a constitutive model for the stress-strain-pore-pressure behavior of cohesive soil interfaces under dynamic loading is developed using the new uni...
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| Language: | en |
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The University of Arizona.
1996
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| Online Access: | http://hdl.handle.net/10150/187454 |