Underground pipeline response to earthquake-induced ground deformation
Authors:
- T.D. O’rOurkeTOT.D. O’rOurke
- J.K. JungJJJ.K. Jung
- C. ArgyrouCAC. Argyrou
- 1 December 2016
- journal article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 91, 272-283
Abstract
No abstract availableFunding Information
- National Science Foundation
This publication has 12 references indexed in Scilit:
- Lateral Soil-Pipe Interaction in Dry and Partially Saturated SandJournal of Geotechnical and Geoenvironmental Engineering, 2013
- Uplift soil–pipe interaction in granular soilCanadian Geotechnical Journal, 2013
- Geohazards and large, geographically distributed systemsGéotechnique, 2010
- Tactile Pressure Sensors for Soil-Structure Interaction AssessmentJournal of Geotechnical and Geoenvironmental Engineering, 2009
- Axial Compression of Footings in Cohesionless Soils. II: Bearing CapacityJournal of Geotechnical and Geoenvironmental Engineering, 2009
- Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement BehaviorJournal of Geotechnical and Geoenvironmental Engineering, 2009
- Buried high-density polyethylene pipelines subjected to normal and strike-slip faulting — a centrifuge investigationCanadian Geotechnical Journal, 2008
- Geotechnics of Pipeline System Response to Earthquakes2008
- Uplift Force‐Displacement Response of Buried PipeJournal of Geotechnical Engineering, 1985
- A novel boundary infinite elementInternational Journal for Numerical Methods in Engineering, 1983