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 This document has been replaced by a recommended practice (RP) in the DNV GL portfolio: DNVGL-RP-F All DNV GL service.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. Comparison of soil models from newly released DNVGL RP F with that in DNV RP F is also presented and discussed. The results.

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Advanced search Show search help. Therefore, insight into how to evaluate the seabed mobility and wave induced seabed liquefaction is provided in this paper.

Peer reviewed only Published between: Sheriff’s Encyclopedic Dictionary of Applied Geophysics, fourth edition. Proceedings of an International Conference Submersible Technology: About us Contact us Help Terms of use. Rock Mechanics Symposium and 5th U.

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Proceedings of an international conference Oceanology: Proceedings of an international conference Subsea Controls and Data Acquisition ‘ Publishers Content Coverage Privacy. 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.

It is often assumed that the seabed is stable dbv undertaking pipeline on-bottom stability of pipelines.

DNVGL-RP-F On-bottom stability design of submarine pipelines – DNV GL

However, pr may not be case due to seabed mobility and wave induced liquefaction, especially in sandy seabeds. Thusyanthan Atkins, UK S. Log in to your subscription Username. The results presented in this paper are a vital source of information for all pipeline design engineers. 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.

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Abstract On-bottom stability of pipeline is a one of the key factors that affects the design and installation methodology of subsea pipelines. Results from parametric study of on-bottom stability of a typical pipeline are presented to highlight the key influence of seabed classification on the on-bottom stability assessment results.

On-bottom stability of pipeline is a one of the key factors that affects the design and installation methodology of subsea pipelines. Proceedings of an international conference Diverless and Deepwater Techology: F”The ultimate undrained resistance of partially embedded pipelines,” Geotechnique 58, No.