TECHNICAL PAPERS
Oct 1, 1991

Dynamic Interaction Factors for Floating Pile Groups

Publication: Journal of Geotechnical Engineering
Volume 117, Issue 10

Abstract

A comprehensive set of dimensionless graphs of complex‐valued dynamic interaction factors versus frequency is presented for vertical, horizontal, and rocking harmonic excitation at the head of each pile. These readily applicable graphs have been developed with a rigorous analytical‐numerical formulation for two idealized soil profiles (a homogeneous half‐space and a half‐space with modulus proportional to depth) and three pile separation distances (3, 5, and 10 pile‐diamcters). A wide range of values has been parametrically assigned to pile slendcrncss and pile‐to‐soil stiffness ratios. The results are discussed at length to gain valuable insight into the nature of dynamic pile‐soil‐pile interaction. Gcotcchnical and earthquake engineers can use the presented graphs exactly as they use the classical interaction factors for static deformation analysis of pile groups.

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References

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 117Issue 10October 1991
Pages: 1531 - 1548

History

Published online: Oct 1, 1991
Published in print: Oct 1991

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Authors

Affiliations

George Gazetas
Prof., Dept. Civ. Engrg., State Univ. of New York, Buffalo, NY 14260
Ke Fan
Grad. Student, Dept. Civ. Engrg., State Univ. of NY, Buffalo, NY 14260
Amir Kaynia
Assoc. Prof., Dept. Civ. Engrg., Isfahan Univ. of Tech., Isfahan, Iran
Eduardo Kausel
Prof., Dept. Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, MA 02139

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