A note on non‐linear elasticity of isotropic overconsolidated clays
Publication
, Journal Article
Hueckel, T; Tutumluer, E; Pellegrini, R
Published in: International Journal for Numerical and Analytical Methods in Geomechanics
January 1, 1992
An empirically established rule of Wroth1 for the dependence of the shear modulus on the mean effective pressure and the overconsolidation ratio in clays is investigated within the framework of non‐linear elasticity. The resulting isotropic‐deviatoric coupling is derived and compared to experiments. Copyright © 1992 John Wiley & Sons, Ltd
Duke Scholars
Published In
International Journal for Numerical and Analytical Methods in Geomechanics
DOI
EISSN
1096-9853
ISSN
0363-9061
Publication Date
January 1, 1992
Volume
16
Issue
8
Start / End Page
603 / 618
Related Subject Headings
- Geological & Geomatics Engineering
- 4019 Resources engineering and extractive metallurgy
- 4005 Civil engineering
- 0905 Civil Engineering
Citation
APA
Chicago
ICMJE
MLA
NLM
Hueckel, T., Tutumluer, E., & Pellegrini, R. (1992). A note on non‐linear elasticity of isotropic overconsolidated clays. International Journal for Numerical and Analytical Methods in Geomechanics, 16(8), 603–618. https://doi.org/10.1002/nag.1610160805
Hueckel, T., E. Tutumluer, and R. Pellegrini. “A note on non‐linear elasticity of isotropic overconsolidated clays.” International Journal for Numerical and Analytical Methods in Geomechanics 16, no. 8 (January 1, 1992): 603–18. https://doi.org/10.1002/nag.1610160805.
Hueckel T, Tutumluer E, Pellegrini R. A note on non‐linear elasticity of isotropic overconsolidated clays. International Journal for Numerical and Analytical Methods in Geomechanics. 1992 Jan 1;16(8):603–18.
Hueckel, T., et al. “A note on non‐linear elasticity of isotropic overconsolidated clays.” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 16, no. 8, Jan. 1992, pp. 603–18. Scopus, doi:10.1002/nag.1610160805.
Hueckel T, Tutumluer E, Pellegrini R. A note on non‐linear elasticity of isotropic overconsolidated clays. International Journal for Numerical and Analytical Methods in Geomechanics. 1992 Jan 1;16(8):603–618.
Published In
International Journal for Numerical and Analytical Methods in Geomechanics
DOI
EISSN
1096-9853
ISSN
0363-9061
Publication Date
January 1, 1992
Volume
16
Issue
8
Start / End Page
603 / 618
Related Subject Headings
- Geological & Geomatics Engineering
- 4019 Resources engineering and extractive metallurgy
- 4005 Civil engineering
- 0905 Civil Engineering