Hollow subsea foundations
A method of installing an upright elongate hollow subsea foundation that is higher than it is wide, such as a suction pile. The foundation is at least partially embedded in seabed soil. A partition layer is placed within the foundation, for example by injecting a grout, supported by a plug of soil that is surrounded by the foundation. The partition layer is placed on the plug of soil at a level that is spaced from the top of the foundation by at least 20% of the height of the foundation. Above the partition layer, the interior of the foundation may be filled with water and/or a rigid body, such as a solid mass or a hollow liquid-filled tank.
1. A method of installing an upright elongate hollow subsea foundation that is higher than it is wide, the method comprising:
at least partially embedding the foundation in seabed soil;
shortening a plug of the soil that is surrounded by a wall of the foundation by excavating soil from the plug; and
after shortening the plug, placing a partition layer within a flooded interior of the foundation, supported by the plug;
wherein the partition layer is placed on the plug of soil within the foundation at a level that is spaced from the top of the foundation by at least 20%, but no more than half, of the height of the foundation.
2. The method of claim 1 , comprising engaging the partition layer with the surrounding wall of the foundation.
3. The method of claim 1 , comprising excavating the soil from the plug to a level below that of the seabed surrounding the foundation.
4. The method of claim 1 , comprising excavating the soil from the plug from within the foundation after embedding the foundation.
5. The method of claim 4 , comprising excavating the soil from the plug while the foundation remains substantially stationary relative to the surrounding seabed.
6. The method of claim 1 , comprising shortening the plug before embedding the foundation by:
excavating a cavity in the seabed soil to below the level of the seabed surrounding the cavity; and
embedding the foundation into the seabed soil within the cavity.
7. The method of claim 6 , further comprising infilling the cavity around the embedded foundation.
8. The method of claim 1 , comprising embedding the foundation under its self-weight.
9. The method of claim 1 , comprising embedding the foundation by generating an underpressure within the foundation.
10. The method of claim 1 , comprising placing the partition layer by introducing a flow of grout into the foundation and then curing the grout.
11. The method of claim 1 , comprising placing the partition layer by lowering a slab into the foundation.
12. The method of claim 1 , comprising placing the partition layer beneath a rigid body that occupies an upper portion of the interior of the foundation.
13. The method of claim 12 , wherein the partition layer is in supporting contact with the rigid body.
14. The method of claim 12 , wherein the rigid body is a solid mass or a hollow chamber.
15. The method of claim 12 , comprising directing a flowable material through the rigid body to form the partition layer.
16. The method of claim 1 , further comprising supporting a subsea structure on the foundation.
17. The method of claim 16 , comprising resting the structure on the wall of the foundation.
18. The method of claim 17 , comprising clamping the structure to the wall of the foundation.
19. The method of claim 16 , comprising supporting the structure on the partition layer within the foundation.
20. The method of claim 19 , comprising lowering at least one supporting leg of the structure into the foundation and into contact with the partition layer.
21. The method of claim 19 , comprising interposing at least one supporting leg between the structure and the partition layer.
22. The method of claim 20 , comprising adjusting the length of the or each supporting leg.
23. The method of claim 1 , comprising placing the partition layer at a level that is spaced from the top of the foundation by at least one third of the height of the foundation.
24. A combination comprising:
an elongate hollow foundation at least partially embedded in seabed soil in an upright orientation, the foundation being higher than it is wide, wherein the foundation contains a partition layer supported by a plug of soil that is surrounded by a wall of the foundation, the partition layer being at a level that is spaced from the top of the foundation by at least 20%, but no more than half, of the height of the foundation; and
a subsea structure supported by the foundation, wherein the structure rests on a wall of the foundation and is supported on the partition layer within the foundation, and wherein at least one supporting leg of the structure extends into the foundation and into contact with the partition layer.
25. The combination of claim 24 , wherein the structure is clamped to the wall of the foundation.
26. The combination of claim 24 , comprising at least one supporting leg interposed between the structure and the partition layer.
27. The combination of claim 24 , wherein the length of the or each supporting leg is adjustable.
28. The combination of claim 24 , wherein the structure extends above the foundation.
29. The combination of claim 24 , wherein the structure extends laterally or horizontally beyond an outer diameter of the foundation.