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Hi all.
I am design Pile Foundations.
I know there are many ways KX, KY, KZ (kN/m) .You can share how to calculate the coefficient of that for me,????? thank All.
As long as nothing is yielding:
Apply a load (kN),
Calculate (measure?) the deflection (m),
K = load/deflection
Thank Fred Kohlhepp.
But I want search theory calculate the coefficient same picture.
Please ........
Soft http://www.bimware.com/images/attachments/REX_Piles_ENG_print.pdf
Not clear what you're asking.
Might need "beam on elastic foundation" theory?
Thanks.
I need design "Pile group elastic foundation" theory and example.
Highly nonspecific question.
Don't know if these would be of any help:
http://communities.ptc.com/message/30644#30644
http://www.crcpress.com/product/isbn/9780415809337
There used to be an e-book (I guess commercial) "Mathcad Civil Engineering Library" which could be of help if you are able to find it anywhere. I think the content was sold to knovel, though.
Thank verry much Werner.
So, You can example mathcad. Thanx