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@ fixed earth I am using the same earth pressure diagram as you have mentioned for purely cohesive soil.I just want to know whether it is correct or not for the type of soil I have.One more thing I want to discuss, on one side of the excavation there is a eight storey building so, while...

@ fixedearth What if I design it by considering a purely cohesive soil???? The is soil CL and ML type with no water table.

Well I am considering the first option to take advantage of the cohesion of the soil and design for the granular part only. But my question is it reasonable to do so for such a low value of the phi?????

Hello, I am designing a soldier pile system but I got stuck at a point. The type of the soil that I have is silty clay with phi less than 10 and c=50kn per square metres. I have seen two threads here on soldier piles and the other one was on whether to consider phi in unconfined undrained test...