Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay

Geotechnique

Volumn 52, Issue 9, 2002, Pages 649-666

  Callisto, L ^a   Gajo, A ^b   Muir Wood, D ^c  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

^b UNIVERSITY OF TRENTO   (Italy)

^c UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

Anisotropy; Clays; Constitutive relations; Fabric structure of soils; Laboratory tests; Plasticity

Indexed keywords

CLAY; DEFORMATION; HARDENING; PLASTICITY; SHEARING; STRAIN;

PLASTIC STRAINS;

GEOTECHNICAL ENGINEERING;

CONSTITUTIVE EQUATION; PLASTICITY; SOFT CLAY; TRIAXIAL TEST;

EID: 0036850155     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.9.649     Document Type: Article

References (23)

1. A test of the generalised theory of visco-elasticity in London Clay
2. An experimentally based 'bubble' model for clay
3. A hydraulic triaxial apparatus for controlled stress path testing
4. On the compressibility and shear strength of natural clays: 30th Rankine Lecture
5. A natural compression law for soils (an advance on e - log p')
6. Mechanical behaviour of a natural soft clay
7. Stiffness of geomaterials at very small strains
8. A general framework for the mechanical behaviour of clays
9. Reconstitution: What makes an appropriate reference material?
10. A kinematic hardening constitutive model for sands: The multiaxial formulation
11. A new approach to anisotropic, bounding surface plasticity: General formulation and simulations of natural and reconstituted clay behaviour
12. Elastic anisotropy of a natural clay
13. Yield envelopes: Identification and geometric properties
14. A constitutive model for structured soils
15. Causes of sampling disturbance and design of a new sampler for sensitive soils
16. Selection of parameters for numerical predictions
17. A study on the subsoil of the Tower of Pisa based on results from standard and high-quality samples
18. On the generalised stress-strain behaviour of 'wet' clay
19. A kinematic hardening constitutive model for natural clays with loss of structure
20. The yielding of Bothkennar clay
21. On modelling the unloading-reloading behaviour of soils