(iii) The saturated unit weight of the soil in a permeability test (Figure 1 below) is 21 kN/m³. Determine (a) the hydraulic gradient of the flow (b) the effective unit weight of the soil? (c) the critical hydraulic gradient, and will quick conditions occur?
(iii) The saturated unit weight of the soil in a permeability test (Figure 1 below) is 21 kN/m³. Determine (a) the hydraulic gradient of the flow (b) the effective unit weight of the soil? (c) the critical hydraulic gradient, and will quick conditions occur?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer part a,b,c
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