Abstract
The scaled boundary finite element method is extended to Biot's coupled consolidation to deal with fully saturated poroelastic soil as a two-phase medium. This paper explains the advantages of this.
Original language | English |
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Title of host publication | NUMGE 2002: 5th European Conference on Numerical Methods in Geotechnical Engineering |
Place of Publication | Paris, France |
Pages | 279-284 |
Number of pages | 5 |
Publication status | Published - 2002 |
Keywords
- scaled boundary finite element method
- Biot's method
- coupled consolidation
- soil mechanics
- fully saturated
- saturated soil
- infinite element
- porous-media
- poroelasticity