Holdfast Training Services Trial Blog

Does anyone have any recommendations for a sensible c’ for a soft sandy clayey SILT?

I’m thinking I’ll probably assume something around 5, then bash out a quick sensitivity analysis to see how much difference it makes to my foundation design then make a decision based on risk.  But I’d be very happy to hear if anyone has experience in this sort of thing?  – Damo I’m looking at you, and John obviously!