Soil-Pipeline interaction behavior under strike-slip faulting

Da Ha, Tarek Abdoun, Michael J. O'Rourke

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    Permanent ground deformation (PGD) is one of the most damaging hazards for continuous buried lifelines. This hazard is especially severe when the PGD results in net compression in the pipe. In that case, buckling of pipe material can occur. In this paper, centrifuge tests of buried pipelines subject to abrupt ground failure in the form of surface faulting are presented. The fault movement results mainly in compression in the pipe. The test results are compared with a case history of pipe failure in the 1999 Izmit, Turkey earthquake and also with the results from the centrifuge tests which result in net tension in the pipe. The experimental setup, procedures, and instrumentation are described in detail. Suggestions for design practice are offered based on the analysis of results from both the 1999 Izmit case history and the centrifuge modeling.

    Original languageEnglish (US)
    Title of host publicationProceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181
    Edition181
    DOIs
    StatePublished - Dec 1 2008
    EventGeotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics - Sacramento, CA, United States
    Duration: May 18 2008May 22 2008

    Other

    OtherGeotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics
    CountryUnited States
    CitySacramento, CA
    Period5/18/085/22/08

    Fingerprint

    Faulting
    faulting
    pipe
    Pipelines
    Pipe
    Soils
    Centrifuges
    centrifuge
    soil
    Hazards
    compression
    Kocaeli earthquake 1999
    hazard
    centrifugal model test
    buckling
    history
    Buckling
    instrumentation
    Earthquakes
    test

    ASJC Scopus subject areas

    • Geotechnical Engineering and Engineering Geology
    • Civil and Structural Engineering

    Cite this

    Ha, D., Abdoun, T., & O'Rourke, M. J. (2008). Soil-Pipeline interaction behavior under strike-slip faulting. In Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181 (181 ed.) https://doi.org/10.1061/40975(318)197

    Soil-Pipeline interaction behavior under strike-slip faulting. / Ha, Da; Abdoun, Tarek; O'Rourke, Michael J.

    Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181. 181. ed. 2008.

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Ha, D, Abdoun, T & O'Rourke, MJ 2008, Soil-Pipeline interaction behavior under strike-slip faulting. in Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181. 181 edn, Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, Sacramento, CA, United States, 5/18/08. https://doi.org/10.1061/40975(318)197
    Ha D, Abdoun T, O'Rourke MJ. Soil-Pipeline interaction behavior under strike-slip faulting. In Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181. 181 ed. 2008 https://doi.org/10.1061/40975(318)197
    Ha, Da ; Abdoun, Tarek ; O'Rourke, Michael J. / Soil-Pipeline interaction behavior under strike-slip faulting. Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181. 181. ed. 2008.
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