Dynamic Response of the Foundations Resting on a Two-layered Soil Underlain by a Rigid Layer
β Scribed by A. Mandal, D. K. Baidya, D. Roy
- Book ID
- 113065985
- Publisher
- Springer-Verlag
- Year
- 2012
- Tongue
- English
- Weight
- 508 KB
- Volume
- 30
- Category
- Article
- ISSN
- 1573-1529
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π SIMILAR VOLUMES
Impedance functions for a rigid massless circular foundation resting on a soil layer underlain by a rigid base subjected to vertical harmonic excitation are found using one-dimensional wave propagation in cones. The static stiffness predicted by the model for different depths of layer agrees well wi
## 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