Pile lateral load rule of thumb
Pile lateral load rule of thumb
(OP)
Hi,
I want to know if there are any rule of thumb that can be used to rough estimate lateral loads on piles or cross section dimensions of piles supporting/beneath a foundation of a tall building, based for example on the soil type and the axial load?
I want to determine size of piles without being forced to do a detailed or FInite element analysis.my purpose is preliminary design so in advanced stage of design of course the design will be done in details and using a finite element software.
I appreciate your replies.
I want to know if there are any rule of thumb that can be used to rough estimate lateral loads on piles or cross section dimensions of piles supporting/beneath a foundation of a tall building, based for example on the soil type and the axial load?
I want to determine size of piles without being forced to do a detailed or FInite element analysis.my purpose is preliminary design so in advanced stage of design of course the design will be done in details and using a finite element software.
I appreciate your replies.
RE: Pile lateral load rule of thumb
https://www.structuremag.org/wp-content/uploads/20...
And this
https://skyciv.com/docs/skyciv-foundation/piles/lo...
And this
https://www.routledgehandbooks.com/pdf/doi/10.1201...
--Einstein gave the same test to students every year. When asked why he would do something like that, "Because the answers had changed."
RE: Pile lateral load rule of thumb
RE: Pile lateral load rule of thumb
RE: Pile lateral load rule of thumb
RE: Pile lateral load rule of thumb
www.PeirceEngineering.com
RE: Pile lateral load rule of thumb
You could have a pile with 100k axial + 1k lateral load.
You could have a pile with 1k axial + 100k lateral load.
There are several approximate methods of structural analysis that you could use to get a rough idea of the reactions for your building.
RE: Pile lateral load rule of thumb
RE: Pile lateral load rule of thumb
Do you have access to LPile?