H D H Below is a sketch of a sheet pile wall to be designed with adequate safety. Properties of the fill and foundation soil as well as constrains are provided at the table below. You may assume other values necessary and free to change unrestrained dimensions and add extensions to the wall if you desire. Run your earth pressure calculations with assumptions stated and recommend the safe embedment depth for the sheet pile you are assigned at the table below. 3 m Homogeneous Soil 3.1 m Load D Calculation Method Load Soil Need to be calculated Free-Earth Support Method. Line load, 300 kN/m Granular Fill, 36 c = 0 kPa Ydry = 17 kN/m Ysat = 18 kN/m =