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A Rotational Hardening Constitutive Model for Anisotropically Consolidated Clay

  • Published:1996-09 Issue:3 Volume:36 Page:13-20
  • ISSN:0038-0806
  • Container-title:Soils and Foundations
  • language:en
  • Short-container-title:Soils and Foundations

Author:

Newson T.A.,Davies M.C.R.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. Stress paths to investigate yielding of K0 consolidated soil;Allman,1992

2. Numerical modelling of a centrifuged embankment on soft clay;Almeida;Canadian Geotechnical Journal,1986

3. An introduction to the mechanics of soils and foundations;Atkinson,1993

4. Compression and extension of K0 normally consolidated clay;Atkinson;Journal of Geotechnical Engineering, ASCE,1987

5. Constitutive relations for anisotropic soils;Bondok,1989

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