A unified bounding surface plasticity model for unsaturated soils

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 30, Issue 3, 2006, Pages 181-212

  Russell, A R ^a   Khalili, N ^b  

^a UNIVERSITY OF BRISTOL   (United Kingdom)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Bounding surface; Clay; Effective stress; Hardening; Plasticity; Sand; Suction; Unsaturated

Indexed keywords

CLAY; COMPUTER SIMULATION; FLOW OF FLUIDS; PLASTICITY; SAND; SOIL TESTING; STRAIN; STRESSES; SURFACE PROPERTIES; WETTING;

BOUNDING SURFACE; CAM-CLAY BASED PLASTICITY THEORY; ISOTROPIC HARDENING; ISOTROPIC SOFTENING; SURFACE PLASTICITY MODEL; UNSATURATED SOILS;

SOIL MECHANICS;

CLAY; COMPUTER SIMULATION; FLOW OF FLUIDS; PLASTICITY; SAND; SOIL MECHANICS; SOIL TESTING; STRAIN; STRESSES; SURFACE PROPERTIES; WETTING;

PLASTICITY; SOIL WATER; UNSATURATED MEDIUM;

EID: 33644777493     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.475     Document Type: Article

References (42)

1. Alonso EE, Gens A, Josa A. A constitutive model for partially saturated soils. Géotechnique 1990; 40(3):405-430.
2. Wheeler SJ, Sivakumar V. An elasto-plastic critical state framework for unsaturated soil. Géotechnique 1995; 45(l):35-53.
3. Cui YJ, Delage P. Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique 1996; 46(2): 291-311.
4. Loret B, Khalili N. An effective stress elastic-plastic model for unsaturated porous media. Mechanics of Materials 2002; 34:97-116.
5. Gallipoli D, Gens A, Sharma R, Vaunat J. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Gétechnique 2003; 53(1):123-135.
6. Donald IB. Shear strength measurements in unsaturated non-cohesive soils with negative pore pressures. Second Australia-New Zealand Conference on Soil Mechanics and Foundation Engineering, Christchurch, 1956; 200-204.
7. Lee KL. Seed HB, Dunlop P. Effect of moisture on the strength of a clean sand. Journal of the Soil Mechanics and Foundations Division (ASCE) 1967; 93(SM6):17-40.
8. Towner GD, Childs EC. The mechanical strength of unsaturated porous granular material. Journal of Soil Science 1972; 23(4):481-498.
9. Rampino C, Mancuso C, Vinale F. Experimental behaviour and modelling of an unsaturated compacted soil. Canadian Geotechnical Journal 2000; 37:748-763.
10. Jefferies MG. Nor-sand: a simple critical state model for sand. Géotechnique 1993; 43(l):91-103.
11. Dafalias YF. Bounding surface plasticity: I. Mathematical foundation and hypoplasticity. Journal of Engineering Mechanics (ASCE) 1986; 112(9):966-987.
12. Bardet JP. Bounding surface plasticity model for sands. Journal of Engineering Mechanics (ASCE) 1986; 112(11):1198-1217.
13. Crouch RS, Wolf JP, Dafalias YF. Unified critical-state bounding-surface plasticity model for soil. Journal of Engineering Mechanics (ASCE) 1994; 120(11):2251-2270.
14. Russell AR, Khalili N. A bounding surface plasticity model for sands exhibiting particle crushing. Canadian Geotechnical Journal 2004; 41(6):1179-1192.
15. Khalili N, Geiser F, Blight GE. Effective stress in unsaturated soils, a review with new evidence. International Journal of Geomechanics 2004; 4(2):115-126.
16. Russell AR. Cavity expansion in unsaturated soils. Ph.D. Thesis, The University of New South Wales, Australia, 2004.
17. Bishop AW. The principle of effective stress. Teknisk Ukeblad 1959; 106(39):859-863.
18. Houlsby GT. The work input to an unsaturated granular material. Géotechnique 1997; 47(1):193-196.
19. Been K, Jefferies MG, Hachey J. The critical state of sands. Géotechnique 1991; 41(3):365-381.
20. Konrad JM. Sand state from cone penetrometer tests: a framework considering grain crushing stress. Gétechnique 1998; 48(2):201-215.
21. Russell AR, Khalili N. Drained cavity expansion in sands exhibiting particle crushing. International Journal for Numerical and Analytical Methods in Geomechanics 2002; 26:323-340.
22. Loret B, Khalili N. A three-phase model for unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics 2000; 24:893-927.
23. Lo KY, Roy M. Response of particulate materials at high pressures. Soils and Foundations 1973; 13(1):61-76.
24. Lade PV. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces. International Journal of Solids and Structures 1977; 13:1019-1035.
25. Colliat-Dangus JL, Desrues J, Foray P. Triaxial testing of granular soil under elevated cell pressure. In: Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, Donaghe RT, Chaney RC, Silver ML (eds). ASTM: Philadelphia, 1988; 290-310.
26. Yamamuro JA, Lade PV. Drained sand behaviour in axisymmetric tests at high pressures. Journal of Geotechnical Engineering (ASCE) 1996; 122(2):109-119.
27. Bellotti R, Ghionna V, Jamiolkowski M, Robertson PK, Peterson RW. Interpretation of moduli from self-boring pressuremeter tests in sand. Gétechnique 1989; 39(2):269-292.
28. Wood DM. Soil Behaviour and Critical State Soil Mechanics. Cambridge University Press: Cambridge, 1990.
29. Dafalias YF, Popov EP. A model for nonlinearly hardening materials for complex loading. Acta Mechanica 1975; 21:173-192.
30. Tatsuoka F, Ishihara K. Yielding of sand in triaxial compression. Soils and Foundations 1974; 14(2):63-76.
31. Nova R, Wood DM. An experimental programme to define the yield function for sand. Soils and Foundations 1978; 18(4):77-86.
32. Manzari MT, Dafalias YF. A critical state two-surface plasticity model for sands. Géotechnique 1997; 47(2):255-272.
33. Gajo A, Muir Wood D. Severn-Trent sand: a kinematic-hardening constitutive model: the q-p formulation. Géotechnique 1999; 49(5):595-614.
34. Been K, Jefferies MG. A state parameter for sands. Géotechnique 1985; 35(2):99-112.
35. Zienkiewicz OC, Chan AHC, Pastor M, Schrefler BA, Shiomi T. Computational Geomechanics with Special Reference to Earthquake Engineering. Wiley: England, 1999.
36. Khalili N, Khabbaz MH, Valliappan S. An effective stress based numerical model for hydro-mechanical analysis in unsaturated porous media. Computational Mechanics 2000; 26:174-184.
37. Hilf JW. An investigation of pore-water pressure in compacted cohesive soils. Technical Memo 654, US Bureau of Reclamation: Denver; 1956.
38. Khalili N, Khabbaz MH. A unique relationship for χ for the determination of the shear strength of unsaturated soils. Géotechnique 1998; 48:681-687.
39. Swarbrick GE. Measurement of soil suction using the filter paper method. In Proceedings of the 1st International Conference on Unsaturated Soils, Alonso EE, Delage P (eds). A.A. Balkema: Rotterdam, 1995; 653-658.
40. Fawcett RG, Collis-George N. A filter-paper method for determining the moisture characteristics of soil. Australian Journal of Experimental Agriculture and Animal Husbandry 1967; 7:162-167.
41. Hamblin AP. Filter-paper method for routine measurement of field water potential. Journal of Hydrology 1981; 53:355-360.
42. Chandler RJ, Crilly MS, Montgomery-Smith G. A low-cost method of assessing clay desiccation for low-rise buildings. Civil Engineering (ICE) 1992; 92:82-89.