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Please see attached picture for soil sample we got from the site (wooded area) at the top 8 feet (pure white). The samples have m.c ranged from 50 to 64 percent, I ordered LOI test for it. Samples do not have any odor and it is light in weight and have low consistency. Is this soils could be...

California Trenching and Shoring Manual is a good reference for soldier pile design.

there is no deflection in the sheeting. I thought that the lean clay is expansive soil which cause the settlement.

I have an existing structure (3-story) 1 to 2 meters from a retaining structure, Soldier pile (5.2 meter excavating)with tieback. The soil profile behind the retaining structure is loose clayey sandy soil (layer thickness 1.5 to 2.5 meter) overlying on soft to medium stiff lean clay, water table...