A family of yield loci based on micro mechanics

Soils and Foundations

Volumn 40, Issue 6, 2000, Pages 133-137

  McDowell, G R ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Constitutive relations; Fracture; Friction; Micro mechanics; Plasticity (IGC: D6)

Indexed keywords

EID: 23644452822     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.6_133     Document Type: Article

References (19)

1. Bolton, M. D. (1979): A Guide to Soil Mechanics, Macmillan.
2. Bolton, M. D. (1986): "The strength and dilatancy of sands," Géotechnique, Vol. 36, No. 1, pp. 65-78.
3. Calladine, C. R. (1985): Plasticity for Engineers, Ellis Horwood Ltd.
4. Chandler, H. W. (1985): "A plasticity theory without Drucker's postulate, suitable for granular materials," J. Mech. Phys. Solids, Vol. 33, No. 3, pp. 215-226.
5. Drucker, D. C. (1954): "Coulomb friction, plasticity and plastic analysis of limit loads," J. Appl. Mech., Vol. 21, pp. 71-74.
6. Hvorslev, M. J. (1937): "Über die Festigkeitseigenshaften gestörter bindinger Böde," (KøbenhavN: Danmarks Naturvidenskabelige Samfund) Ingeniørvidenskabelige Skrifter A45.
7. English translation (1969): "Physical properties of remoulded cohesive soils," Vicksburg, Miss: U.S. Waterways Experimental Station, No. 69-5.
8. Jâky, J. (1944): "A nyugalmi nyomâs tényezöje (The coefficient of earth pressure at rest)," Magyar Mérnök és Epitész-Egylet Közlönye (J. of the Union of Hungarian Engineers and Architects), pp. 355-358.
9. McDowell, G. R., Bolton, M. D. and Robertson, D. (1996): "The fractal crushing of granular materials," J. Mech. Phys. Solids., Vol. 44, No. 12, pp. 2079-2102.
10. McDowell, G. R. (1997): "Clastic soil mechanics," Ph.D. dissertation, Univ. of Cambridge.
11. McDowell, G. R. and Bolton, M. D. (1998): "On the micro mechanics of crushable aggregates," Géotechnique, Vol. 48, No. 5, pp. 667-679.
12. Miura, N., Murata, H. and Yasufuku, N. (1984): "Stress-strain characteristics of sand in a particle crushing region," Soils and Foundations, Vol. 24, No. 1, pp. 77-89.
13. Murata, H., Hyodo, M., and Yasufuku, N. (1987): "Yield characteristics of dense sand under low and high pressure," Proc. JSCE, No. 382, pp. 183-192 (in Japanese).
14. Parry, R. H. G. (1956): "Strength and deformation of clay," Ph.D. dissertation, London Univ.
15. Roscoe, K. H. and Burland, J. B. (1968): "On the generalised stress-strain behaviour of 'wet' clay," Engineering Plasticity, Heyman, J. and Leckie, F. A., (eds.), pp. 535-609, Cambridge Univ. Press.
16. Roscoe, K. H., Schofield, A. N. and Thurairajah, A. (1963): "Yield of clays in states wetter than critical," Géotechnique, Vol. 13, No. 3, pp. 211-240.
17. Schofield, A. N. and Wroth, C. P. (1968): Critical State Soil Mechanics, McGraw-Hill.
18. Wood, D. M. (1990): Soil Behaviour and Critical State Soil Mechanics, Cambridge Univ. Press.
19. Yasufuku, N., Murata, H. and Hyodo, M. (1991): "Yield characteristics of anisotropically consolidated sand under low and high stresses," Soils and Foundations, Vol. 31, No. 1, pp. 95-109.