Prediction of stresses and strains around model tunnels with adjacent embedded walls in overconsolidated clay

Author:

Bilotta Emilio,Stallebrass Sarah E.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Contribution to géotechnique 1948–2008: constitutive and numerical modelling;Zdravkovic;Géotechnique,2008

2. An anisotropic hardening model for soils and its application to cyclic loading;Mroz;Int J Numer Anal Meth Geomech,1978

3. Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils;Mroz;Géotechnique,1979

4. Roscoe KH, Burland JB. On the generalised stress–strain behaviour of a ‘wet’ clay, in engineering plasticity. In: Heyman, Leckie, editors. 1968. p. 535–609.

5. Stallebrass SE. Modelling the effect of recent stress history on the deformation of overconsolidated soils. PhD Thesis. London, City University; 1990.

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