Document replaced. This document has been replaced by a recommended practice (RP) in the DNV GL portfolio: DNVGL-RP-F All DNV GL service. The recommended guideline DNV RP F, “On-bottom stability of assessment of submarine pipelines” and American Gas Association/Pipeline Research. 25 Aug Comparison of soil models from newly released DNVGL RP F with that in DNV RP F is also presented and discussed. The results.
|Published (Last):||19 May 2009|
|PDF File Size:||17.75 Mb|
|ePub File Size:||17.79 Mb|
|Price:||Free* [*Free Regsitration Required]|
It is often assumed that the seabed is stable while undertaking pipeline on-bottom stability of pipelines. F”The ultimate undrained resistance of partially embedded pipelines,” Geotechnique 58, No.
Abstract On-bottom stability of pipeline is a one of the key factors that affects the design and ep methodology of subsea pipelines. Advanced search Show search help. Proceedings of an International Conference Submersible Technology: Proceedings of an international conference Diverless and Deepwater Techology: Rock Mechanics Symposium and 5th U.
On-bottom stability of pipeline is a one of the key factors that affects the design and installation methodology of subsea pipelines. However, this may not be case due to seabed mobility and wave induced liquefaction, ep in sandy seabeds.
Log in to your subscription
Proceedings of an international conference Subsea Controls and Data Acquisition ‘ Therefore, insight into how to evaluate the seabed mobility and wave induced seabed liquefaction is provided in this paper. Publishers Content Coverage Privacy.
Sheriff’s Encyclopedic Dictionary of Applied Geophysics, fourth edition. With ever increasing demand for energy, the need for new pipelines in harsher seabed conditions is on the rise and hence accurate on-bottom stability assessment of pipelines plays a vital role in cost effective pipeline design and ensures the long-term integrity pipelines.
Insight into Pipeline On-bottom Stability, DNV RP F and DNVGL RP – OnePetro
Peer reviewed only Published between: Thusyanthan Atkins, UK S. The results presented in this paper are a vital source of information for all pipeline design engineers. Seabed mobility and wave induced liquefactioin results are presented in graphical form such that they can be assessed quickly for Front End Engineering Designs FEED.
Log in to your subscription Username.