Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces

International Journal of Solids and Structures

Volumn 13, Issue 11, 1977, Pages 1019-1035

  Lade, Poul V ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

SAND AND GRAVEL; STRESSES - ANALYSIS;

COHESIONLESS SOILS; STRESS-STRAIN THEORY;

SOILS;

EID: 0017722509     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/0020-7683(77)90073-7     Document Type: Article

References (28)

1. The stress-strain and strength characteristics of cohesionless soils
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4. Stress-path dependent behavior of cohesionless soil
5. Drained strength characteristics of sands
6. Drained plane strain and triaxial compression tests on crushed Napa basalt
7. Plane strain and triaxial compression tests on Painted Rock Dam material
8. Nonlinear analysis of stress and strain in soils
9. Elastic behavior of cohesionless soil
10. Overconsolidated clay: A microstructural view
11. Soil mechanics and work-hardening theories of plasticity
12. On the generalized stress-strain behavior of “wet” clay
13. Material model for granular soils
14. Effective stress-strain-strength model for soils
15. Some implications of work hardening and ideal plasticity
16. A more fundamental approach to stress-strain relations
17. Volume changes in sands during cyclic loading
18. Compaction of sands by repeated shear straining
19. Yielding and flow of sand in triaxial compression Part I
20. Deformation of sand in shear
21. Deformation of sands under constant stress ratios
22. Theoretical meaning and observed values of deformation parameters for soil
23. 0
24. The behavior of sand in one-dimensional compression
25. Earth pressures at rest related to stress history
26. Undrained strength characteristics of cohesionless soils