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3point of Zero Deflection of Pile

3point of Zero Deflection of Pile

3point of Zero Deflection of Pile

(OP)
Hi there,

Offshore pile design requires 3points of zero deflections in order to satisfy the pile penetration requirement. DO you have any references codes/standards/studies regarding this?

Thanks

RE: 3point of Zero Deflection of Pile

why should have 3 points of zero deflections?
is there any resource you get this infomation?

I think one point is Ok and two point should be enough.

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