Nonlinear elastic model for compacted clay concrete interface
β Scribed by Shakir, R. R. ;Zhu, Jungao
- Book ID
- 107477145
- Publisher
- Higher Education Press and Springer
- Year
- 2009
- Tongue
- English
- Weight
- 206 KB
- Volume
- 3
- Category
- Article
- ISSN
- 1673-7407
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π SIMILAR VOLUMES
The GENERIC formalism is a formulation of nonequilibrium thermodynamics ideally suited to develop nonlinear constitutive equations for the stress-deformation behavior of complex interfaces. Here we develop a GENERIC model for multiphase systems with interfaces displaying nonlinear viscoelastic stres
Experimental evidences have shown deficiencies of the existing overstress and creep models for viscous behaviour of natural soft clay. The purpose of this paper is to develop a modelling method for viscous behaviour of soft clays without these deficiencies. A new anisotropic elastic-viscoplastic mod