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Advanced Boundary Element Methods pp 109–115Cite as

Boundary Element Method for Visco-Poroelasticity Applied to Soil Consolidation

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Abstract

The boundary element method for Biot’s poroelasticity is extended to visco-poroelasticity via the correspondence principle. Initial/boundary value problems are solved in the Laplace transform domain and then numerically inverted. A consolidation model for the simultaneous primary and secondary consolidation is proposed. The physics is examined in a numerical example.

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References

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Author information

Authors and Affiliations

  1. Department of Civil Engineering, University of Delaware, USA

    A. H.-D. Cheng

  2. Laboratoire de Mécanique et Technologie, E.N.S.E.T., Université Paris 6, CNRS, France

    M. Predeleanu

Authors
  1. A. H.-D. Cheng
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  2. M. Predeleanu
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Editor information

Editors and Affiliations

  1. Department of Engineering Mechanics, Southwest Research Institute, Post Office Drawer 28510, 6220 Culebra Road, 78284, San Antonio, Texas, USA

    Thomas A. Cruse

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© 1988 Springer-Verlag Berlin Heidelberg

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Cheng, A.HD., Predeleanu, M. (1988). Boundary Element Method for Visco-Poroelasticity Applied to Soil Consolidation. In: Cruse, T.A. (eds) Advanced Boundary Element Methods. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-83003-7_12

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  • DOI: https://doi.org/10.1007/978-3-642-83003-7_12

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-83005-1

  • Online ISBN: 978-3-642-83003-7

  • eBook Packages: Springer Book Archive

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