Bibliography

1

E. Bauer.
Calibration of a comprehensive constitutive equation for granular materials.
Soils and Foundations, 36(1):13-26, 1996.

2

I. Herle.
Hypoplastizität und granulometrie of einfacher korngerüste.
PhD thesis, Universität Fridericiana in Karlsruhe, 1997.

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

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

7

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

8

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

9

G. Viggiani and J. H. Atkinson.
Stiffness of fine-grained soil at very small strains.
Géotechnique, 45(2):245-265, 1995.

10

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.