## Abstract A simplified analytical method is presented for the vertical dynamic analysis of a rigid, massive, cylindrical foundation embedded in a poroelastic soil layer. The foundation is subjected to a timeβharmonic vertical loading and is perfectly bonded to the surrounding soil in the vertical
β¦ LIBER β¦
Dynamic vertical compliance of strip foundations in layered soils
β Scribed by A. S. M. Israil; S. Ahmad
- Publisher
- John Wiley and Sons
- Year
- 1989
- Tongue
- English
- Weight
- 770 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0098-8847
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