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fbtwitterlinkedinvimeoflicker grey 14rssslideshare1
Languages: English
Types: Article
Subjects: TA
This paper presents the results of finite element analyses carried out using different constitutive models for overconsolidated clay: the Modified Cam clay model and the Three-Surface Kinematic Hardening (3-SKH) model. These analyses are evaluated against data from an extensive series of physical model tests examining the influence of an embedded wall placed near a tunnel on ground movements and tunnel stability. It is shown that for heavily overconsolidated soils reasonable predictions of both deformations and failure can be obtained from kinematic hardening models such as the 3-SKH model, which allow plastic deformation inside a Modified Cam clay state boundary surface.
  • The results below are discovered through our pilot algorithms. Let us know how we are doing!

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    • 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.
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    • 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.
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