Modelling the stress-strain behaviour of Bothkennar clay

Soft Soil Engineering

Volumn , Issue , 2017, Pages 263-268

  McGinty, K ^a   Karstunen, M ^a   Wheeler, S J ^a  

^a UNIVERSITY OF GLASGOW   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; ELASTOPLASTICITY;

ELASTO-PLASTIC MODELS; ELASTOPLASTIC CONSTITUTIVE MODEL; ISOTROPIC LOADING; PLASTIC STRAINING; STRESS STRAIN BEHAVIOURS; TRIAXIAL STRESS PATH; YIELD CURVE; YIELD-CURVE SHAPE;

STRAIN;

EID: 85052896347     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9780203739501     Document Type: Chapter

References (8)

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2. Lagioia, R., Puzrin, A. M. and Potts, D. M. (1996). A new versatile expression for yield and plastic potential surfaces. Computers and Geotechnics, Vol. 19, No. 3, pp. 171-191.
3. nd Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials, Torino, Italy, pp. 541-548.
4. th Finnish Sym posium on Mechanics, Tampere, May 25-26 2000; pp. 589-598.
5. Nash, D.F.T., Sills, G.C. and Davison, L.R. (1992). Initial investigations of the soft clay test site at Bothkennar, Geotechnique, Vol. 42 No. 2, pp. 163-183.
6. Roscoe, K.H. and Burland, J.B. (1968). On the generalised stress-strain behaviour of “wet” clay. Engineering Plasticity pp. 553-609. Cambridge University Press.
7. Roscoe, K.H. and Schofield, A.N. (1963). Mechanical behaviour of an idealized “wet” clay, Proc. European Conf. on Soil Mechanics and Foundation Engineering, Wiesbaden, Vol. 1, pp. 47-54.
8. Wheeler, S., Näätänen, A., and Karstunen, M. (1999). Anisotropic hardening model for normally consolidated soft clays. Proc. NUMOG VII, Graz pp. 33-40. Rotterdam; A.A. Balkcma.