The use of a variable shear modulus in elastic-plastic models for clays

Computers and Geotechnics

Volumn 1, Issue 1, 1985, Pages 3-13

  Houlsby, G T ^a  

^a UNIVERSITY OF OXFORD   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

MATERIALS SCIENCE; MATHEMATICAL MODELS; SOILS - MECHANICAL PROPERTIES;

VARIABLE SHEAR MODULUS;

CLAY;

EID: 0022228301     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/0266-352X(85)90012-6     Document Type: Article

References (9)

1. On modelling the unloading-reloading behaviour of soils
2. Correlations for the engineering properties of soils, with particular reference to the shear modulus
3. A Study of Plasticity Theories and Their Applicability to Soils
4. New design procedure for the stability of soft clays
5. Some implications of the derivation of the small-strain incremental theory of plasticity from thermomechanics
6. A derivation of the small-strain theory of plasticity from thermomechanics
7. A natural compression law for soils (an advance on e-log p′)
8. The Shear Modulus of Clays