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An Isotropic Hardening Elastoplastic Model for Sand Considering the Stress Path Dependency in Three-Dimensional Stresses

  • Published:1989-03 Issue:1 Volume:29 Page:119-137
  • ISSN:0038-0806
  • Container-title:Soils and Foundations
  • language:en
  • Short-container-title:Soils and Foundations

Author:

Nakai Teruo

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference13 articles.

1. The relationship between the effective stress and water content in saturated clay;Henkel;Géotechnique,1960

2. Stressdeformation and strength characteristics of soil under three different principal stresses;Matsuoka;Proc., JSCE,1974

3. Stress-strain relationship of soil based on the SMP;Matsuoka,1977

4. Elastoplastic models considering the stress path dependency of soil behavior in three-dimensional stresses;Nakai,1987

5. Shear behaviors of sand and clay under three-dimensional stress condition;Nakai;Soils and Foundations,1983

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