Gradation parameters of soil (a) are: D10 = 0.08 mm, D30 = 0.22 mm, and D60 = 0.41 mm. and for soil (b), gradation parameters are: D10 = 0.24mm, D30 = 0.82, and D60 = 1.81mm. Calculate the coefficient of uniformity and the coefficient of curvature. Compare the soils based on their gradation parameters and discuss the expected engineering behavior of each soil.
Gradation parameters of soil (a) are: D10 = 0.08 mm, D30 = 0.22 mm, and D60 = 0.41 mm. and for soil (b), gradation parameters are: D10 = 0.24mm, D30 = 0.82, and D60 = 1.81mm. Calculate the coefficient of uniformity and the coefficient of curvature. Compare the soils based on their gradation parameters and discuss the expected engineering behavior of each soil.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Gradation parameters of soil (a) are: D10 = 0.08 mm, D30 = 0.22 mm, and D60 = 0.41 mm. and for soil (b), gradation parameters are: D10 = 0.24mm, D30 = 0.82, and D60 = 1.81mm.
Calculate the coefficient of uniformity and the coefficient of curvature.
Compare the soils based on their gradation parameters and discuss the expected engineering behavior of each soil.
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