Driven Piles - Skin Friction
Driven Piles - Skin Friction
(OP)
Is there a way to utilize unit skin friction values (calculated from a load test on H-Piles) for use in pipe pile design?
Seems to me that this would not be possible due to the skin-soil-skin-soil (assumed plugged) behavious of an H-Pile; but wanted to hear from others on this.
Seems to me that this would not be possible due to the skin-soil-skin-soil (assumed plugged) behavious of an H-Pile; but wanted to hear from others on this.





RE: Driven Piles - Skin Friction
RE: Driven Piles - Skin Friction