Technical Notes
Nov 8, 2016

Explicit Frequency-Dependent Equations for Vertical Vibration of Piles

Publication: Practice Periodical on Structural Design and Construction
Volume 22, Issue 2

Abstract

Practicing engineers generally obtain stiffness and damping coefficients for dynamic design of pile foundations from design charts. The design charts require multiple interpolations and produce approximate frequency-independent coefficients. Explicit expressions consistent with the underlying theory for the vertical vibration of single piles are presented in this technical note. These expressions are easily implemented in a computer program, such as a spreadsheet, for design use. The proposed method preserves the frequency-dependent nature of the dynamic coefficients and enables one to account for the true condition of the pile tip. The effectiveness of the proposed method is illustrated with numerous examples.

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References

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 22Issue 2May 2017

History

Received: May 31, 2016
Accepted: Oct 11, 2016
Published online: Nov 8, 2016
Discussion open until: Apr 8, 2017
Published in print: May 1, 2017

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Authors

Affiliations

Campbell Bryden [email protected]
Research Assistant, Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB, Canada E3B 5A3. E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB, Canada E3B 5A3 (corresponding author). ORCID: https://orcid.org/0000-0002-0340-134X. E-mail: [email protected]
Arun Valsangkar [email protected]
Ph.D., P.Eng.
Professor Emeritus, Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB, Canada E3B 5A3. E-mail: [email protected]

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