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

M.A.H. Hassanen, A. El-Hamalawi

Research output: Contribution to journalArticle

3 Citations (Scopus)

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 two-phase medium. The advantages of this method are explained in this paper. The detailed formulation considers the general two-dimensional (2D) analysis case, accounting for body forces and surface tractions in both bounded and unbounded media.
Original languageEnglish
Pages (from-to)153-165
Number of pages12
JournalSoil Dynamics and Earthquake Engineering
Volume27
Issue number2
DOIs
Publication statusPublished - 2007

Keywords

  • finite-element method
  • coupled consolidation
  • soil mechanics
  • soil

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