From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve (prepare table) and plot a grain- size distribution curve (use the gradation curve, template ), (b) D10, D30, D60 from the grain-size distribution curve, (c) the uniformity coefficient, Cu, and (d) the coefficient of gradation, Cc. Result of Sieve Analysis Mass of soil Sieve Diameter retained Number (mm) on each sieve (g) 4 4.750 29 10 2.000 40 20 0.850 48 40 0.425 125 60 0.250 227 100 0.150 90 200 0.075 35 Pan 24 I
From the results of a sieve analysis, shown below, determine: (a) the percent finer than each sieve (prepare table) and plot a grain- size distribution curve (use the gradation curve, template ), (b) D10, D30, D60 from the grain-size distribution curve, (c) the uniformity coefficient, Cu, and (d) the coefficient of gradation, Cc. Result of Sieve Analysis Mass of soil Sieve Diameter retained Number (mm) on each sieve (g) 4 4.750 29 10 2.000 40 20 0.850 48 40 0.425 125 60 0.250 227 100 0.150 90 200 0.075 35 Pan 24 I
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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