- 1
-
E. Bauer.
Calibration of a comprehensive constitutive equation for granular
materials.
Soils and Foundations, 36(1):13-26, 1996.
- 2
-
I. Herle and G. Gudehus.
Determination of parameters of a hypoplastic constitutive model from
properties of grain assemblies.
Mechanics of Cohesive-Frictional Materials, 4:461-486, 1999.
- 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.
A hypoplastic constitutive model for clays with meta-stable
structure.
Canadian Geotechnical Journal, 44(3):363-375, 2007.
- 5
-
D. Mašín.
Clay hypoplasticity with explicitly defined asymptotic states.
Acta Geotechnica, 8(5):481-496, 2013.
- 6
-
D. Mašín.
Clay hypoplasticity model including stiffness anisotropy.
Géotechnique, 64(3):232-238, 2014.
- 7
-
D. Mašín and J. Rott.
Small strain stiffness anisotropy of natural sedimentary clays:
review and a model.
Acta Geotechnica, 9(2):299-312, 2014.
- 8
-
A. Niemunis and I. Herle.
Hypoplastic model for cohesionless soils with elastic strain range.
Mechanics of Cohesive-Frictional Materials, 2(4):279-299,
1997.
- 9
-
P. A. von Wolffersdorff.
A hypoplastic relation for granular materials with a predefined limit
state surface.
Mechanics of Cohesive-Frictional Materials, 1(3):251-271,
1996.
David Masin
2017-09-12