Effect of initial stiffness on the behaviour of two geotechnical structures: An embankment and a tunnel

Author:

Venda Oliveira Paulo J.,Araújo Santos Luís M.,Almeida e Sousa Jorge N.V.,Lemos Luís J.L.

Funder

Fundação para a Ciência e a Tecnologia

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference47 articles.

1. Numerical analysis of tunnelling in stiff clay;Addenbrooke,1996

2. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction;Addenbrooke;Géotechnique,1997

3. Addenbrooke, T. I., Potts, D. M. 2001. Finite element analysis of St. James’s Park greenfield reference site. In Building Response to Tunnelling: case studies from construction of the Jubilee Line Extension, London. Volume 1: Projects and methods. Burland, J. B., Standing, J. R., Jardine, F. M. (eds). Thomas Telford Ltd, London: 177-184.

4. Tunnelling in soils. Geotechnical behaviour and numerical simulation (in Portuguese);Almeida e Sousa,1998

5. Bounding surface plasticity. III: Application to anisotropic cohesive soils;Anandarajah;Journal of Engineering Mechanics,1986

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