Modelling the soil resistance on seabed pipelines during large cycles of lateral movement
Authors:
- 1 January 2008
- journal article
- Published by Elsevier in Marine Structures
- Vol. 21 (1) , 59-79
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- Large-scale modelling of soil–pipe interaction during large amplitude cyclic movements of partially embedded pipelinesCanadian Geotechnical Journal, 2007
- A technique for modelling the lateral stability of on-bottom pipelines in a small drum centrifuge2006
- Pipeline-Seabed Interaction in Soft Clay2004
- Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clayGéotechnique, 2003
- Kinematic Hardening Model for Pipeline‐Soil Interaction under Various Loading ConditionsInternational Journal of Geomechanics, 2002
- Retaining structures: displacement and designGéotechnique, 1992
- Pipe penetration in cohesive soilGéotechnique, 1989
- Pipe‐Soil Interaction ModelJournal of Waterway, Port, Coastal, and Ocean Engineering, 1989
- The limiting pressure on a circular pile loaded laterally in cohesive soilGéotechnique, 1984
- The plastic yielding of metal junctions due to combined shear and pressureJournal of the Mechanics and Physics of Solids, 1954