Chapter
Jul 18, 2019
Pipelines 2019
Innovative Solution to Large Ground Displacement Using Steel Pipe for Crossing Fault
Authors: H. Nakazono [email protected], N. Hasegawa [email protected], B. P. Wham [email protected], T. D. O’Rourke [email protected], and B. Blake [email protected]Author Affiliations
Publication: Pipelines 2019: Planning and Design
ABSTRACT
Seismic damages of pipelines at fault crossing have been seen in various places in recent years. Countermeasures against fault offset are difficult, because the amount of fault offset on the order of several meters may occur locally. There have been virtually no cases in which proactive countermeasures were taken for fault crossings. Therefore, the authors have developed “steel pipe for crossing fault (SPF),” which can maintain the water transmission function without cracks or leaks even in the event of large displacement. In order to confirm the performance of SPF, the performance tests were carried out with Cornell University: axial compressive test, axial tensile test, cyclic test, bending test, and split basin test. SPF makes it possible to secure the water transmission function of pipelines, by following large ground displacement locally, like fault offset, ground subsidence, land sliding and lateral flow of soils, and similar problems. This paper introduced the concept, performance tests, and applicable examples in Japan.
Get full access to this article
View all available purchase options and get full access to this chapter.
ACKNOWLEDGEMENTS
The authors wish to recognize the effort of Cornell graduate and undergraduate students that made these experiments successful, and thank Dr. Imai, Mr. Taniguchi, Mr. Nagamine and Mr. Nakajima for technical advice and supports to these experiments.
REFERENCES
Japan Water Steel Pipe Association. (2012). Steel Pipe for Crossing Fault
Wham, B. P., O’Rourke, T. D., Stewart, H. E., Bond, T. K., & Pariya-Ekkasut, C.(2016). Large-Scale Testing of JFE Steel Pipe Crossing Faults: Testing of SPF Wave Feature to Resist Fault Rupture. Ithaca, NY: Cornell University
Wham, B. P., O’Rourke, T. D., Stewart, H. E., Argyrou, C., Stack, M., Pariya-Ekkasut, C., Nakazono, & Hasegawa.(2017). Large Axial Deformation Performance of Steel Pipeline Designed for Fault Crossings. ASCE Pipeline 2017
Wham, B. P., O’Rourke, T. D., Stewart, Berger.(2018). Direct Tension and Cyclic Testing of JFE SPF Wave Feature. Ithaca, NY: Cornell University.
Information & Authors
Information
Published In
Pipelines 2019: Planning and Design
Pages: 334 - 345
Editors: Jeffrey W. Heidrick, Burns & McDonnell and Mark S. Mihm, HDR
ISBN (Online): 978-0-7844-8248-3
Copyright
© 2019 American Society of Civil Engineers.
History
Published online: Jul 18, 2019
Permissions
Request permissions for this article.
Authors
Affiliations
Pipeline Dept., Aqua Solution Sector, JFE Engineering Corporation, 2-1 Suehiro-cho, Tsurumi-ku, Yokohama 230-8611, Japan. E-mail: [email protected]
Pipeline Dept., Aqua Solution Sector, JFE Engineering Corporation, 2-1 Suehiro-cho, Tsurumi-ku, Yokohama 230-8611, Japan. E-mail: [email protected]
Center for Infrastructure, Energy, and Space Testing, Univ. of Colorado Boulder, Boulder, CO 80309. E-mail: [email protected]
School of Civil and Environmental Engineering, Cornell Univ., 323 Hollister Hall, Ithaca, NY 14853. E-mail: [email protected]
Geotechnical Lifelines Group, School of Civil and Environmental Engineering, Cornell Univ., 130 Hollister Hall, Ithaca, NY 14853. E-mail: [email protected]
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.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.