Vertical dynamic response of a rigid fou
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Y. Q. Cai; X. Q. Hu; C. J. Xu; Z. S. Hong
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Article
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2009
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John Wiley and Sons
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English
⚖ 318 KB
## 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 time‐harmonic vertical loading and is perfectly bonded to the surrounding soil in the vertical