Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Inclination Factors

Status
Not open for further replies.

marcpreston

Structural
Joined
May 11, 2009
Messages
11
Location
GB
I am using meyernofs bearing capacity equation and meyernofs inclination factors to calculate bearing capacity . The angle of internal friction is zero. How does this effect calculating iy?

Would it be counted as zero and the shape of the foundation not counted in the bearing capacity equation?

 
From recollection - in clayey soils, with phi=0, the inclination factor is 1 (it doesn't change the "base" computation for "gamma") - however, the "gamma" par tof the equation turns into zero because N"gamme" = 0.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top