A new hyper-elastic law for single yield surface constitutive models for clays
Author:
Funder
Ministero dell’Istruzione, dell’Università e della Ricerca
Università degli Studi di Trento
University of Liverpool
MIUR
Publisher
Elsevier BV
Reference42 articles.
1. A nonlinear anisotropic hyperelastic formulation for granular materials: comparison with existing models and validation;Amorosi;Acta Geotech.,2020
2. A new isotropic hyper-elasticity model for enhancing the rate of convergence of Mohr–Coulomb-like constitutive models and application to shallow foundations and trapdoors;Argani;Comput. Geotech.,2021
3. Anisotropic elastic deformations in laboratory tests on undisturbed London clay;Atkinson;Géotechnique,1975
4. Non-linear soil stiffness in routine design;Atkinson;Géotechnique,2000
5. Effects of elastic anisotropy on strain localization and flutter instability in plastic solids;Bigoni;J. Mech. Phys. Solids,1999
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