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Please use this identifier to cite or link to this item: https://dspace.lboro.ac.uk/2134/5159

Title: Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils
Authors: El-Hamalawi, Ashraf
Hassanen, Mahmoud
Keywords: Scaled boundary finite element method
Coupled consolidation
Soil mechanics
Fully saturated
Issue Date: 2007
Publisher: © Elsevier
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.
Abstract: 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.
Description: 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
Version: Accepted for publication
DOI: 10.1016/j.soildyn.2006.05.003
URI: https://dspace.lboro.ac.uk/2134/5159
ISSN: 0267-7261
Appears in Collections:Published Articles (Civil and Building Engineering)

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