Sheet Pile Wall in varying soils
Sheet Pile Wall in varying soils
(OP)
Does anyone have a reference for sheet piling designs for the case of differing soil layers. I was given an analysis that concluded there is 10- ft of granular soil, 10 feet of organics,and then 10-ft of soil that has a phi value of 24 deg and c = 500. I was looking for examples of designs with similar conditions





RE: Sheet Pile Wall in varying soils
Basically the pressure diagram on the back of the wall will have a jump and different slope for each soil stratum as Ka changes for the different soils.. if that makes any sense.
EIT
RE: Sheet Pile Wall in varying soils