Bibliography

1
G. Gudehus, A. Amorosi, A. Gens, I. Herle, D. Kolymbas, D. Mašín, D. Muir Wood, R. Nova, A. Niemunis, M. Pastor, C. Tamagnini, and G. Viggiani.
The soilmodels.info project.
International Journal for Numerical and Analytical Methods in Geomechanics, 32(12):1571-1572, 2008.

2
M. D. Liu and J. P. Carter.
A structured Cam Clay model.
Canadian Geotechnical Journal, 39:1313-1332, 2002.

3
D. Mašín.
A hypoplastic constitutive model for clays.
International Journal for Numerical and Analytical Methods in Geomechanics, 29(4):311-336, 2005.

4
D. Mašín.
Comparison of elasto-plastic and hypoplastic modelling of structured clays.
In J.-H. Yin, X. S. Li, A. T. Yeung, and C. S. Desai, editors, Proc. International Workshop on Constitutive Modelling - Development, Implementation, Evaluation, and Application, pages 387-392. Hong Kong, China, 2007.

5
D. Mašín.
A hypoplastic constitutive model for clays with meta-stable structure.
Canadian Geotechnical Journal, 44(3):363-375, 2007.

6
D. Mašín and N. Khalili.
A hypoplastic model for mechanical response of unsaturated soils.
International Journal for Numerical and Analytical Methods in Geomechanics, 32(15):1903-1926, 2008.

7
A. Niemunis and I. Herle.
Hypoplastic model for cohesionless soils with elastic strain range.
Mechanics of Cohesive-Frictional Materials, 2:279-299, 1997.

8
K. H. Roscoe and J. B. Burland.
On the generalised stress-strain behaviour of wet clay.
In J. Heyman and F. A. Leckie, editors, Engineering Plasticity, pages 535-609. Cambridge: Cambridge University Press, 1968.

9
S. E. Stallebrass.
Modelling the efects of recent stress history on the behaviour of overconsolidated soils.
PhD thesis, City University, London, 1990.

10
S. E. Stallebrass and R. N. Taylor.
Prediction of ground movements in overconsolidated clay.
Géotechnique, 47(2):235-253, 1997.

11
P. A. von Wolffersdorff.
A hypoplastic relation for granular materials with a predefined limit state surface.
Mechanics of Cohesive-Frictional Materials, 1:251-271, 1996.



David Masin 2011-11-30