Transient response of a group of rigid strip surface foundations
β Scribed by F. Guan; M. Novak
- Publisher
- John Wiley and Sons
- Year
- 1994
- Tongue
- English
- Weight
- 625 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0098-8847
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π SIMILAR VOLUMES
## 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
The present paper examines the elastostatic problem pertaining to the axisymmetric loading of a rigid circular foundation resting on the surface of a non-homogeneous elastic half-space. The non-homogeneity corresponds to a depth variation in the linear elastic shear modulus according to the exponent