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Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils

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journal contribution
posted on 18.08.2009 by Ashraf El-Hamalawi, Mahmoud Hassanen
The scaled boundary finite element method is a powerful tool used to analyse far-field boundary soil-structure interaction problems. In this paper, the method is extended to include Biot’s coupled consolidation in order to deal with fully saturated soil as a twophase medium. The advantages of this method are explained in this paper. The detailed formulation considers the general 2D analysis case, accounting for body forces and surface tractions in both bounded and unbounded media.

History

School

  • Architecture, Building and Civil Engineering

Citation

EL-HAMALAWI, A. and HASSANEN, M.A., 2007. Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils. Soil Dynamics and Earthquake Engineering, 27 (2), pp. 153-165.

Publisher

© Elsevier

Version

AM (Accepted Manuscript)

Publication date

2007

Notes

This article was published in the journal, Soil Dynamics and Earthquake Engineering [© Elsevier] and the definitive version is available at: www.elsevier.com/locate/soildyn

ISSN

0267-7261

Language

en

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