A strain-based non-linear elastic model for geomaterials

WSEAS Transactions on Applied and Theoretical Mechanics

Volumn 3, Issue 6, 2008, Pages 197-206

  Heath, Andrew ^a  

^a University of Bath   (United Kingdom)

Author keywords

Elastic strain; Elasticiity; Finite element; Geomaterials; Non linear

Indexed keywords

ELASTIC STRAIN; ELASTICIITY; FINITE ELEMENT; GEOMATERIALS; NON-LINEAR;

ENERGY CONSERVATION; ROAD CONSTRUCTION;

FINITE ELEMENT METHOD;

EID: 77949671386     PISSN: 19918747     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Hicks, R.G. and C.L. Monismith, Factors influencing the resilient response of granular materials. Highway Research Record 345, pp. 15-31, 1971
2. Boyce, H.R. A non-linear model for the elastic behaviour of granular materials under repeated loading, In: International Symposium on Soils under Cyclic and Transient Loading, Swansea, Wales, pp. 285-294, 1980
3. Loret, B. and M.P. Luong, A double deformation mechanism for sand. In: 4th International Conference on Numerical Methods in Geomechanics, pp. 197-205, 1982.
4. Zienkiewicz, O.C. and R.L. Taylor, The finite element method, 5th edition, ISBN 0 7506 5049 4, Butterworth-Heinemann, Oxford, 2000.
5. Seed, H.B., F.G. Mitry, C.L. Monismith, and C.K. Chan, Predictions of pavement deflection from laboratory repeated load tests. Technical Report TE-65-6, Soil Mechanics and Bituminous Materials Research Laboratory, University of California, Berkeley, CA, 1965.
6. Hardin, B.O. and V.P. Drnevich, Shear modulus and damping in soils: Design equations and curves. Journal of Soil Mechanics and Foundations Division, ASCE. 98(7): 667-692, 1972.
7. Houlsby, G.T. and A.M. Puzrin, A thermomechanical framework for constitutive models for rate-independent dissipative materials, International Journal of Plasticity, 16, pp. 1017-1047, 2000.