Consider a flow condition is given in figure below: % = 10 kN/m² 200 mm 100 mm 300 mm Yat = 20 kN/m² The head difference (in cm, in integer) which can cause the flow which can make effective stress zero in the soil at bottom would be
Consider a flow condition is given in figure below: % = 10 kN/m² 200 mm 100 mm 300 mm Yat = 20 kN/m² The head difference (in cm, in integer) which can cause the flow which can make effective stress zero in the soil at bottom would be
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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