Chapter
Feb 21, 2020
Geo-Congress 2020

Effects of Rocking Coefficient on Seismic Energy Dissipation, Permanent Settlement, and Self-Centering Characteristics of Rocking Shallow Foundations

Publication: Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)

ABSTRACT

Several researchers have conducted dynamic shaking experiments to examine the rocking behavior of shallow foundations during earthquake loading. This study analyses the results of 142 of such individual experiments from the U.S., Italy, and Greece conducted on centrifuge and shaking tables. The objectives of this research are (i) to summarize seismic energy dissipation in soil due to rocking, permanent settlement of the foundation, and the self-centering ability of the foundation; and (ii) to explore possible correlations between the above mentioned parameters and rocking coefficient of the soil-foundation-structure system, slenderness ratio of the structure, peak ground acceleration, and the Arias intensity of the earthquake. It is found that energy dissipation and permanent settlement correlate well with the Arias intensity of the earthquake rather than peak ground acceleration. A new parameter, defined as the tipping-over stability ratio, shows that rocking foundations possess excellent stability against tipping over failure.

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REFERENCES

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Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)
Pages: 123 - 131
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8281-0

History

Published online: Feb 21, 2020
Published in print: Feb 21, 2020

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Sujitha Soundararajan, S.M.ASCE [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND. E-mail: [email protected]
Sivapalan Gajan, Ph.D. [email protected]
Associate Professor, College of Engineering, State Univ. of New York (SUNY) Polytechnic Institute, Utica, NY. E-mail: [email protected]

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