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- 1. Zdravkovic L. and Carter J. Contribution to Géotechnique 1948-2008: Constitutive and numerical modelling. Géotechnique, 2008; 58(5): 405-412.
- 2. Mroz Z., Norris V.A. and Zienkiewicz O.C. An anisotropic hardening model for soils and its application to cyclic loading. Int. J. Numer. Analyt. Meth. Geomech. 1978; 2(3): 203-221.
- 3. Mroz Z., Norris V.A. and Zienkiewicz O.C. Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils. Géotechnique 1979; 29(1):1-34.
- 4. Roscoe K.H. and Burland J.B. On the generalised stress-strain behaviour of a 'wet' clay, in Engineering plasticity, Heyman & Leckie (eds.) 1968. p. 535-609.
- 5. Stallebrass S.E. Modelling the effect of recent stress history on the deformation of overconsolidated soils. PhD Thesis. City University, London, 1990.
- 6. Stallebrass S.E. and Taylor R.N. The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay. Géotechnique, 1997; 47(2): 235-253.
- 7. Bilotta E. and Taylor R.N. Centrifuge modelling of tunnelling close to a diaphragm wall. Int. J. of Physical Modelling in Geotechnics 2005; 5(1): 27-41.
- 8. Bilotta E. Use of diaphragm walls to mitigate ground movements induced by tunnelling. Géotechnique 2008; 58(2): 143-155.
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- 10. Taylor R.N., Grant R.J., Robson S. & Kuwano J. An image analysis system for determining plane and 3-D displacements in soil models, Centrifuge '98 (Kimura, Kusakabe & Takemura eds). Rotterdam: Balkema., 1998. p. 73-78
- 11. Britto A.M. and Gunn M.J. Critical State Soil Mechanics via Finite Elements, Ellis Horwood, Chichester, 1987.
- 12. Bilotta E. Diaphragm walls to mitigate ground movements induced by tunnelling. Experimental and numerical analysis. PhD Thesis. Universities of Roma La Sapienza and Napoli Federico II, 2004.
- 13. Al-Tabbaa A. Permeability and stress-strain response of Speswhite kaolin, PhD Thesis, University of Cambridge, 1987.
- 14. Morrison P.R.J. Performance of foundations in a rising groundwater environment, PhD Thesis, City University, London, 1994.
- 15. Viggiani G.M.B. Small strain stiffness of fine grained soils. PhD Thesis. City University, London, 1992.
- 16. Butterfield R. A natural compression law for soils, Géotechnique, 1979; 29 (4): 469-480.
- 17. Ladd C.C. and Edgers L. Consolidated-undrained direct-simple shear tests on saturated clays, MIT, Dept. of Civil Eng. Research report, R72-82, 1972.
- 18. Mesri G. Discussion: New design procedure for stability of soft clays, Proc. ASCE, Journal of the Geotechnical Engineering Division 1975; 101(GT4): 409-412.
- 19. Gunn M.J. The prediction of surface settlement profile due to tunnelling. In: Predictive soil mechanics, London: Thomas Telford, 1993. p. 304-316.
- 20. Simpson B., O'Riordan N.J. and Croft D.D. A computer model for the analysis of ground movements in London Clay. Géotechnique 1979; 29(2). 149-175.
- 21. Grammatikopoulou A., Zdravkovic L. and Potts D. General formulation of two kinematic hardening constitutive models with a smooth elastoplastic transition. Int. J. of Geomechanics (ASCE) 2006; 6(5): 291-302.
- 22. Mair R.J. Unwin Memorial Lecture 1992. Developments in geotechnical engineering research: application to tunnels and deep excavations. Proc. ICE, Civ. Engng 1993; 93(Feb): 27-41.
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