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I am doing slope stability analysis for a levee with a I-wall on top of the levee. I need a cohesion value of concrete to perform these calculations.

I am trying to find the amount of deflection of a PZ 27 sheetpile to enable the 100% of the passive force resistance

For a seepage analysis for alternating soil layers, what considerations should I take into consideration? The layers are CH, CL, ML, SM. I am just trying to find an embedment depth.

Geotechnical Engineering Techniques and Practices Roy E. Hunt (1986) ISBN # 0-07-031310-5

Designing a sheet pile that will tied to bottom of retaining wall. On one side of retaining wall is 14' of water and nothing on the other. The soil properties below are as follows (0-8' CH -- 9'-12' Peat -- 13'-33' CH). Having trouble with the pressure diagram (for cohesive soils entering...