After the application of a Laplace-Hankel transform, the governing equations of Biot's consolidation are solved analytically by using the eigenvalue approach. Then the analytical layer-element of a single soil layer can be obtained in the transformed domain by synthesizing the generalized displaceme
โฆ LIBER โฆ
Analytical layer-element method for non-axisymmetric consolidation of multilayered soils
โ Scribed by Zhi Yong Ai; Wen Ze Zeng
- Publisher
- John Wiley and Sons
- Year
- 2011
- Tongue
- English
- Weight
- 654 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.1000
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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
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