Elastic moduli of soils dependent on pressure: a hyperelastic formulation
The elastic behaviour of granular materials is non-linear, in that the small-strain tangent stiffness depends on the stress level. The elastic moduli typically vary as power functions of the mean stress. Simple models of this non-linearity can result in behaviour that violates the laws of thermodyna...
| Main Authors: | , , |
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| Format: | Journal article |
| Language: | English |
| Published: |
Thomas Telford Ltd.
2005
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Elastic moduli of soils dependent on pressure: a hyperelastic formulation
Published 2005
Journal article