Implementation of a Critical State Soft Soil Creep Model with Shear Stiffness
The existing creep constitutive models do not include directly shear stiffness of the soil that can be easily obtained by standard geotechnical tests. These models do not account for high shear stiffness of the soil at small mobilisation degree. In this respect, they do not distinguish between soil...
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| Format: | Others |
| Language: | English |
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Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport
2014
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-25667 |