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A simplified procedure for torsional impedance functions of embedded foundations in a soil layer

✍ Scribed by J. Avilés; L.E. Pérez-Rocha

Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
974 KB
Volume
19
Category
Article
ISSN
0266-352X

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## 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