The excess pore pressure generated by pile installation gradually dissipates following installation, which mainly dominates the increase of pile capacity with time. The dissipation of the excess pore pressure following pile installation has been widely investigated by experimental and theoretical st
Finite difference approach for consolidation with variable compressibility and permeability
β Scribed by Nader Abbasi; Hassan Rahimi; Akbar A. Javadi; Ali Fakher
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 430 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0266-352X
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