Biot's linear consolidation analysis of three-dimensional fluid saturated layered soils is investigated. The time marching method, uncoupled boundary element method, and successive stiffness method are applied for the numerical modelling of this study. Settlement induced by surface loading and land
β¦ LIBER β¦
Boundary element elastic analysis of layered soils by a successive stiffness method
β Scribed by G. Maier; G. Novati
- Publisher
- John Wiley and Sons
- Year
- 1987
- Tongue
- English
- Weight
- 745 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0363-9061
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