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Dimensional Reduction Applied to Specific Problems of Consolidation

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Application of Numerical Methods to Geotechnical Problems

Part of the book series: International Centre for Mechanical Sciences ((CISM,volume 397))

Abstract

This paper explores various aspects of consolidation of clay type soils. Formulation is provided for two specific problems. First, the isotropic consolidation with reference to the CAM clay model is investigated to reconcile the mutual dependency of individual state variables and provide certain modification to the existing models in order to obtain better agreement with experiments. Next, the improved model is implemented in the study of consolidation of the soil body drained by a system of concentric cylindrical drains. Several numerical examples are presented to support theoretical formulation.

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References

  1. KUKLÍK, P., et. al., (1994) Nonlinear analysis of the coefficient of consolidation, pp. 81–83, Balkema, Rotterdam.

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  2. KUKLÍK, P., ZÁLESKÍ, J., (1995) Analysis of some experiments carried on the CAM clay model, pp. 357–358, WORKSHOP 95, Prague.

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  3. KUKLÍK, P., et. al., (1998) Verification of CAM clay model in description of consolidation, to be presented at SSCC98, Durban, South Africa.

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  4. MAREŠ, J., (1997) Solution of consolidation using the CAM clay model, Master thesis, Czech Technical University in Prague, (in Czech).

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Author information

Authors and Affiliations

  1. Czech Technical University, Prague, Czech Republic

    P. Kuklík, M. Sejnoha & J. Mares

Authors
  1. P. Kuklík
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  2. M. Sejnoha
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  3. J. Mares
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Editor information

Editors and Affiliations

  1. Technical University (Politecnico), Milano, Italy

    Annamaria Cividini

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© 1998 Springer-Verlag Wien

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Kuklík, P., Sejnoha, M., Mares, J. (1998). Dimensional Reduction Applied to Specific Problems of Consolidation. In: Cividini, A. (eds) Application of Numerical Methods to Geotechnical Problems. International Centre for Mechanical Sciences, vol 397. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2512-0_32

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  • DOI: https://doi.org/10.1007/978-3-7091-2512-0_32

  • Publisher Name: Springer, Vienna

  • Print ISBN: 978-3-211-83141-0

  • Online ISBN: 978-3-7091-2512-0

  • eBook Packages: Springer Book Archive

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