aleks25
Geotechnical
- Mar 12, 2007
- 8
I am currently analyzing a pile cap with 12.75" diameter bored-in piles. The embedment of the pile into the cap is 12". Since no dowels are provided except a central core rebar, is it a valid assumption to assume that the pile is pinned? The foundation is subject to very high lateral loads and there is a substantial difference between pinned and fixed condition. Are there any references which might shed some light on the fixity criteria? Any help will be appreciated.