Hassanen, M.A.H. and El-Hamalawi, 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. ISSN 0267-7261
Full text not available in this repository. (Request a copy from the Strathclyde author)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.
| Item type: | Article |
|---|---|
| ID code: | 3823 |
| Keywords: | finite-element method, coupled consolidation, soil mechanics, soil, Engineering (General). Civil engineering (General) |
| Subjects: | Technology > Engineering (General). Civil engineering (General) |
| Department: | Faculty of Engineering > Civil Engineering |
| Related URLs: | |
| Depositing user: | Strathprints Administrator |
| Date Deposited: | 29 Jun 2007 |
| Last modified: | 12 Mar 2012 10:40 |
| URI: | http://strathprints.strath.ac.uk/id/eprint/3823 |
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