Behaviour of segmental pipeline protective vaults subjected to fault offset

References

• American Lifelines Alliance (2001a). Guidline for the design of burried steel pipeline. Retrieved from http://www.americanlifelinesalliance.com/pdf/Update061305.pdf.
   Google Scholar
• American Lifelines Alliance (2001b). Seismic fragility formulations for water systems, Part 1 – Guideline. Retrieved from http://www.americanlifelinesalliance.com/pdf/Part_1_Guideline.pdf.
   Google Scholar
• American Society of Civil Engineers (2009). Buried flexible steel pipe: Design and structural analysis. Reston, Verginia: ASCE Manual of Practice.
   Google Scholar
• Cocchetti, G., di Prisco, C., & Galli, A. (2008). Soil-pipeline interaction along active fault systems. International Journal of Offshore and Polar Engineering, 18, 211–219.
   Web of Science ®Google Scholar
• Cornell University (2009). Large-scale testing of fault rupture effects. Ithaca, NY: Report prepared for San Francisco Public Utilities Commission.
   Google Scholar
• Duncan, J.M., & Buchignani, A.L. (1976). An engineering manual for settlement studies: Department of Civil Engineering. Berkeley: University of California.
   Google Scholar
• Ha, D., Abdoun, T.H., O'Rourke, M.J., Symans, M.D., O'Rourke, T.D., Palmer, M.C., & Stewart, H.E. (2008). Centrifuge modeling of earthquake effects on buried high-density polyethylene (HDPE) pipelines crossing fault zones. Journal of Geotechnical and Geoenvironmental Engineering, 134, 1501–1515. doi:10.1061/(asce)1090-0241(2008)134:10(1501).
   Web of Science ®Google Scholar
• Hamada, M., & O'Rourke, T.D. (1992). Case studies of liquefaction and lifeline performance during past earthquakes. Buffalo, NY: National Center for Earthquake Engineering Research.
   Google Scholar
• Joshi, S., Prashant, A., Deb, A., & Jain, S.K. (2011). Analysis of buried pipelines subjected to reverse fault motion. Soil Dynamics and Earthquake Engineering, 31, 930–940. doi:10.1016/j.soildyn.2011.02.003.
   Web of Science ®Google Scholar
• Kim, J., Lynch, J.P., Michalowski, R.L., Green, R.A., Pour-Ghaz, M., Weiss, W.J., & Bradshaw, A. (2009). Experimental study on the behavior of segmented buried concrete pipelines subject to ground movements. Paper presented at the nondestructive characterization for composite materials, aerospace engineering, civil infrastructure, and homeland security.
   Google Scholar
• Moradi, M., Rojhani, M., Galandarzadeh, A., & Takada, S. (2013). Centrifuge modeling of buried continuous pipelines subjected to normal faulting. Earthquake Engineering and Engineering Vibration, 12, 155–164. doi:10.1007/s11803-013-0159-z.
   Web of Science ®Google Scholar
• O'Rourke, M.J., Gadicherla, V., & Abdoun, T. (2005). Centrifuge modeling of PGD response of buried pipe. Journal of Earthquake Engineering and Engineering Vibration, 4, 69–73.
   Google Scholar
• O'Rourke, M.J, & Liu, X. (1999). Response of buried pipelines subject to earthquake effects. Buffalo, NY: MCEER.
   Google Scholar
• O'Rourke, T.D. (1998). An overview of geotechnical and lifeline earthquake engineering. Paper presented at the geotechnical earthquake engineering and soil dynamics conference, Seattle, WA.
   Google Scholar
• O'Rourke, T.D., & Bonneau, A. (2007). Lifeline performance under extreme loading during earthquakes. In Earthquake Geotechnical Engineering (pp. 407–432). Dordrecht: Springer.
   Google Scholar
• O'Rourke, T.D., Palmer, M.C., Jezerski, J.M., Olson, N.A., Abdoun, T., Ha, D., & O'Rourke, M. (2008). Geotechnics of pipeline system response to earthquakes. Paper presented at the geotechnical earthquake engineering and soil dynamics IV, Sacramento, CA.
   Google Scholar
• Trifonov, O.V., & Cherniy, V.P. (2012). Elastoplastic stress–strain analysis of buried steel pipelines subjected to fault displacements with account for service loads. Soil Dynamics and Earthquake Engineering, 33, 54–62.
   Web of Science ®Google Scholar
• URS Corporation (2010). Bay division pipelines 3 & 4 Hayward fault crossing geotechnical report. Report prepared for San Francisco Public Utilities Commission, Fremont, CA.
   Google Scholar
• Vazouras, P., Karamanos, S.A., & Dakoulas, P. (2010). Finite element analysis of buried steel pipelines under strike-slip fault displacements. Soil Dynamics and Earthquake Engineering, 30, 1361–1376. doi:10.1016/j.soildyn.2010.06.011.
   Web of Science ®Google Scholar
• William Lettis and Associates (2008). Internal memo to URS on design criteria for the Hayward Fault movement.
   Google Scholar
• Xie, X.J., Symans, M.D., O'Rourke, M.J., Abdoun, T.H., O'Rourke, T.D., Palmer, M.C., & Stewart, H.E. (2013). Numerical modeling of buried HDPE pipelines subjected to normal faulting: A case study. Earthquake Spectra, 29, 609–632. doi:10.1193/1.4000137.
   Web of Science ®Google Scholar