parthanml
Mechanical
- May 6, 2012
- 28
We need to propose best anchoring method for dredging vessel in a location where sea bed is mostly dense sand (calcareous). Maximum required holding capacity of the anchor is 1200 KN .In the past experience, Stevshark anchors were difficult to be placed in the project location due to lack of penetration. Can we propose a pile anchor in such a location ?