foundation engineering
show me all the steps please
For the Sheet Pile Wall shown in the figure, the closest value to the active earth pressure at point 5 is 17 kPa 1.5 m G.S. Way Sand: 2 380 Y = 19.0 kN/m 2.1 m Clay: C = 47 kN/m² Y = 15.5 kN/m 1.5 m 3' G.S. GWT GWT - 2x Sand: 0 = 36 Yox = 18 kN/m 5.5 m Sand: = 360 Ysar = 18 kN/m Sand: 0 = 36 Ysat = 18 kN/m 6 6 5
foundation engineering show me all the steps please
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