## 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
Vertical dynamic response of pile in a radially heterogeneous soil layer
β Scribed by D. Y. Yang; K. H. Wang; Z. Q. Zhang; Chin Jian Leo
- Publisher
- John Wiley and Sons
- Year
- 2009
- Tongue
- English
- Weight
- 300 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.755
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