Table 1 f s and q b estimated by the N values
From: A probabilistic bridge safety evaluation against floods
| Â | Driven pile | Bored pile | Implant-type pile |
|---|---|---|---|
f s | \(\hbox{min} \left[ \hbox{N}/5, 15 \right]\) | \(\hbox{min} \left[ \hbox{N}/5,15 \right]\) | \(\hbox{min} \left[ \hbox{N}/5,15 \right]\) |
q b | 30Â N | 7.5Â N | 25Â N |