Research Article

Design Issues of Buried Pipelines at Permanent Ground Deformation Zones

Volume: 2 Number: 2 December 31, 2016
EN

Design Issues of Buried Pipelines at Permanent Ground Deformation Zones

Abstract

This paper provides an overview of earthquake response of buried pipes subjected to permanent ground deformation hazards. Observed damage at segmented and continuous buried pipes, typical failure modes for segmented and continuous pipes, numerical modeling and provisions for design and analysis of welded steel pipelines are covered. Both simplified and 3D continuum finite element models are presented to estimate the response of soil-pipe interaction models to fault offsets. Effects of soil and pipe properties, fault crossing angles and possible measures for the earthquake risk mitigation in pipelines are summarized.

Keywords

References

  1. Rourke, M.J. and Liu, X. Seismic Design of Buried and Offshore Pipelines, MCEER- 12-MN04; 2011

Details

Primary Language

English

Subjects

Engineering

Journal Section

Research Article

Publication Date

December 31, 2016

Submission Date

April 30, 2016

Acceptance Date

June 2, 2016

Published in Issue

Year 1970 Volume: 2 Number: 2

Chicago
Uckan, Eren, Bulent Akbas, Ercan Şerif Kaya, et al. 2016. “Design Issues of Buried Pipelines at Permanent Ground Deformation Zones”. Disaster Science and Engineering 2 (2): 53-58. https://izlik.org/JA22ED63PY.