Correlation of Pipeline Damage with Ground Motions
Publication: Journal of Geotechnical Engineering
Volume 114, Issue 6
Abstract
Data on pipeline damage rates for several earthquakes has been compiled and correlated with various ground motion parameters depending on the intensity of the ground shaking. For transient, low-intensity ground shaking occurring at large distances from the actual faulting, both the ground velocity and ground strain have been correlated with pipeline damage. For the limited data set used, both parameters correlated well with the frequency of pipeline damage. Pipeline damage in a region of high-intensity ground shaking located near the surface expression of a fault is correlated with permanent vertical ground displacement measured after the earthquake. The results indicated a strong correlation exists between the rate of pipeline damage and permanent ground displacement. Limits on the applicability of the results and recommendations for further study are given.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
“Earthquake damage to water and sewage systems.” (1973). San Fernando, CA, earthquake of February 9, 1971, vol. II, utilities, transportation and sociological aspects, National Oceanic and Atmospheric Administration, Washington, D.C.
2.
Eguchi, R. T. (1983). “Seismic vulnerability models for underground pipes.” Earthquake behavior and safety of oil and gas storage facilities, buried pipelines and equipment, Proc. 1983 Int. Symp. of Lifeline Earthquake Engrg., PVP‐77, American Society of Mechanical Engineers, Jun., 368–373.
3.
Isenberg, J. (1978). Seismic performance of underground water pipelines in the southeast San Fernando Valley in the 1971 San Fernando earthquake. National Science Foundation, Washington, D.C., Jun.
4.
Isenberg, J. (1979). “The role of corrosion in the seismic performance of buried steel pipelines in three United States Earthquakes.” Proc. 2nd U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engineering Research Institute, Aug., 683–692.
5.
Katayama, T., Kubo, K., and Sito, N. (1975). “Earthquake damage to water and gas distribution systems.” Proc. U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engineering Research Institute, Jun. 396–405.
6.
O'Rourke, M. J., and Castro, G. (1981). “Design of buried pipelines for wave propagation.” Proc. Conf. on Lifeline Earthquake Engrg.—The Current State of Knowledge, ASCE, D. J. Smith, Ed., Aug., 32–47.
7.
O'Rourke, T. D. (1985). “Factors affecting the performance of cast iron pipelines: a review of U.S. observations and research investigations.” Final Report to Ground Engrg. Div., Transport and Road Research Laboratory, Crowthorne, U.K., May.
8.
O'Rourke, T. D., and Trautmann, C. (1980). “Analytical modeling of buried pipeline response to permanent ground displacement.” Geotechnical Engineering Report 80‐4, Cornell Univ., Ithaca, N.Y.
9.
Shinozuka, M., and Koike, T. (1979). “Estimation of structural strains in underground lifeline pipes.” Proc. Lifeline Earthquake Engrg. Symp. at 3rd U.S. Nat. Congress on Pressure Vessels and Piping, PVP‐34, American Society of Material Engineers, Jun., 31–48.
Information & Authors
Information
Published In
Copyright
Copyright © 1988 ASCE.
History
Published online: Jun 1, 1988
Published in print: Jun 1988
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.