Geology Reference
In-Depth Information
Figure 6.8 Design
concepts for piles.
a) End bearing,
b) end bearing plus
skin friction and
c) skin friction
dominating.
a)
b)
c)
presented by Bond & Simpson (2010). Other countries might use
different partial factors and other approaches, as allowed in the
Eurocode. In the example presented, the main unknowns
-
vari-
able live load, shaft resistance and base resistance
are factored
up and down as appropriate towards a safe solution. The results
-
 
 
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