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- 1
- H.S. Carlslaw, J.C.Jeager
1974 Conduction of heat in solids
Claredon Press Oxford
- 2
-
Carter, J.P., 1982. Predictions of the non-homogeneous behaviour of clay in the
triaxial test. Géotechnique, Vol. 32, No. 1, 55-58.
- 3
- Gudehus, G.
1996 A comprehensive constitutive equation for granular materials
Soils and Foundations, Vol. 36, No. 1, 1-12.
- 4
- C. di Prisco
1993 Studio sperimentale e modellazione matematica del comportamento
anisotropo delle sabbie
PhD thesis in geotechnical engineering, Politecnico di Milano, Italy
- 5
- C. di Prisco, R. Nova and J. Lanier
1993 A mixed isotropic-kinematic hardening constitutive law for sand
Modern Approaches to Plasticity, Ed. Kolymbas, 83-124
- 6
- K. Morgan, J. Periaux, F. Thomasset
1984 Analysis of Laminar Flow over a Backward Facing Step
Notes on Numerical Fluid Mechanics, a GAMM-workshop
Friedr. Vieweg & Sohn Braunsweig/Wiesbaden
- 7
- P.V. Lade and R.B. Nelson
1987 Modelling the elastic behaviour of granular materials.
Int. Jour. Num. Anal. Meth. Geomech., Vol., 2, 521-542
- 8
- Matsuoka, H, Nakai, T.,
1977. Stress-strain relationship of soil based on
the ''SMP''
Proc. Specialty Session 9, IX ICSMFE, Tokyo, 153-162
- 9
- Matsuoka, H., Sun, D.A., Konda, T.,
1994. A constitutive law from frictional to cohesive materials.
Proc. XIII ICSMFE, New Delhi, Vol. 1, 403-406
- 10
- Niemunis, A., Herle, I.
1997 Hypoplastic model for cohesionless soils with elastic strain range
Mechanics of Cohesive-Frictional Materials, Vol. 2, 279-299.
- 11
- von Wolffersdorff, P.-A.
1996 A hypoplastic relation for granular materials with a predefined limit state
surface
Mechanics of Cohesive-Frictional Materials, Vol. 1, 251-271.
- 12
-
Wood, D.M., 1990. Soil behaviour and critical state soil mechanics. Cambridge
University Press.
- 13
- O.C. Zienkiewicz, R.L. Taylor
The finite element method Volume2, fourth edition
McGraw-Hill Book Company London
tochnog
2001-09-02