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Keywords: pipe-soil interactionClose
Proc. ASME. OMAE2020, Volume 10: Offshore Geotechnics, V010T10A004, August 3–7, 2020
Paper No: OMAE2020-19186
...), with an emphasis being on pipe-soil interaction assessment. An extensive parametric investigation was performed varying the relative density of the backfill sand (35%, 54% and 78%) and buried depth (1.89 and 3.14 diameters). Upward and lateral soil failure mec hanisms around a pipe uplifting in a backfill sand...
Proc. ASME. OMAE2013, Volume 4A: Pipeline and Riser Technology, V04AT04A047, June 9–14, 2013
Paper No: OMAE2013-10621
... 1 Copyright © 2013 by ASME FURTHER DEVELOPMENT AND BENCHMARKING OF A NOVEL PIPE-SOIL INTERACTION MODEL FOR SUBSEA PIPELINE DESIGN Terry Griffiths Wood Group Kenny Perth, WA, Australia Wenwen Shen Wood Group Kenny Perth, WA, Australia ABSTRACT For well over a decade it has been widely recognised...
Proc. ASME. OMAE2009, Volume 3: Pipeline and Riser Technology, 661-673, May 31–June 5, 2009
Paper No: OMAE2009-79778
... Proceedings of the ASME 28th International Conference on Offshore Mechanics and Arctic Engineering OMAE 2009 31 May 5 June, 2009, Honululu, Hawaii A K P R P Modelling of pipe-soil interaction. The analy analy and Furth exten pipe or to seab KEY Pipe stabi Proceedings of the ASME 2009 28th...
Proc. ASME. OMAE2009, Volume 3: Pipeline and Riser Technology, 717-729, May 31–June 5, 2009
Paper No: OMAE2009-79893
... stabilisation hydrodynamic loading pipe-soil interaction Proceedings of the ASME 28th International Conference on Offshore Mechanics and Arctic Engineering IG D S A when exposed to the maximum instantaneous hydrodynamic load can amo appl strai How cost solu cons to d This crite Both whi disc limi Both...
Proc. ASME. OMAE2004, 23rd International Conference on Offshore Mechanics and Arctic Engineering, Volume 3, 979-984, June 20–25, 2004
Paper No: OMAE2004-51477
... gathering pipeline. The pipe is taken to be a 16 inch diameter and 0.75 inch wall thickness API 5L X65 Specification line pipe. Ice Scour Pipelines Pipe-Soil Interaction Winkler Models OProceedings of OMAE04 23rd International Conference on Offshore Mechanics and Arctic Engineering June 20-25...
Proc. ASME. OMAE2006, Volume 4: Terry Jones Pipeline Technology; Ocean Space Utilization; CFD and VIV Symposium, 205-216, June 4–9, 2006
Paper No: OMAE2006-92375
..., using a new approach for the pipe-soil interaction model in contrast with the traditional Mohr-Coulomb friction model. The pipe-soil interaction model considers soil berms formed due to pipe cyclic displacements, representing different phases of the soil lateral reaction force versus displacement curve...