atedionyahoo
Mechanical
- Dec 1, 2009
- 54
In general, how the lateral & axial friction between subsea pipeline and seabed is extracted based on geotechnical survey data, i mean break out (static) and residual (dynsmic) resistance. NB, I have noted to SAFEBUCK JIP report 2005 (lateral buckling), but it is for specific condition of clay and sand.
The other question, ref to DNV-RP-F109 (oct 2007, sec 3.4.6), regarding passive resistance, it is unclear how the break out and residual resistance is calculated?, the provided calculation for passive resistance is unclear that it is relevant to either break out OR residual resistance?
The other question, ref to DNV-RP-F109 (oct 2007, sec 3.4.6), regarding passive resistance, it is unclear how the break out and residual resistance is calculated?, the provided calculation for passive resistance is unclear that it is relevant to either break out OR residual resistance?