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Percent Finer by Weight (%) Coarse Gravel Fine Coarse 46 100 U. S. Standard Sieve 00 90 80 70 60 50 40 30 20 20 10 0 Grain Size Analysis Sand Medium Fine 8 10 16 20 30 40 50 60 70 100 140 200 100 10 Grain Size (mm) 0.1 10 Silt Clay 0.01 0.001 Table 1 summarizes the results of a sieve analyses. • Determine the percent finer than each sieve. ● Plot the particle-size distribution curve. Use the 5-cycle, semi-log sieve paper that is provided as part of this assignment. • Determine D10, D30, and D60 from the grain-size distribution curve. • Compute the coefficient of uniformity (Cu). • Compute the coefficient of curvature (Cc). Table 1: Results of a Sieve Analysis U. S. sieve number Sieve opening (mm) Mass of soil retained (g) 4 4.750 0 10 2.000 41.2 20 0.850 55.1 40 0.425 80.0 60 0.250 91.6 100 0.150 60.5 200 0.075 35.6 pan 21.5

Percent Finer by Weight (%) Coarse Gravel Fine Coarse 46 100 U. S. Standard Sieve 00 90 80 70 60 50 40 30 20 20 10 0 Grain Size Analysis Sand Medium Fine 8 10 16 20 30 40 50 60 70 100 140 200 100 10 Grain Size (mm) 0.1 10 Silt Clay 0.01 0.001 Table 1 summarizes the results of a sieve analyses. • Determine the percent finer than each sieve. ● Plot the particle-size distribution curve. Use the 5-cycle, semi-log sieve paper that is provided as part of this assignment. • Determine D10, D30, and D60 from the grain-size distribution curve. • Compute the coefficient of uniformity (Cu). • Compute the coefficient of curvature (Cc). Table 1: Results of a Sieve Analysis U. S. sieve number Sieve opening (mm) Mass of soil retained (g) 4 4.750 0 10 2.000 41.2 20 0.850 55.1 40 0.425 80.0 60 0.250 91.6 100 0.150 60.5 200 0.075 35.6 pan 21.5

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Percent Finer by Weight (%) Coarse Gravel Fine Coarse 46 100 U. S. Standard Sieve 00 90 80 70 60 50 40 30 20 20 10 0 Grain Size Analysis Sand Medium Fine 8 10 16 20 30 40 50 60 70 100 140 200 100 10 Grain Size (mm) 0.1 10 Silt Clay 0.01 0.001
Transcribed Image Text:Percent Finer by Weight (%) Coarse Gravel Fine Coarse 46 100 U. S. Standard Sieve 00 90 80 70 60 50 40 30 20 20 10 0 Grain Size Analysis Sand Medium Fine 8 10 16 20 30 40 50 60 70 100 140 200 100 10 Grain Size (mm) 0.1 10 Silt Clay 0.01 0.001
Table 1 summarizes the results of a sieve analyses. • Determine the percent finer than each sieve. ● Plot the particle-size distribution curve. Use the 5-cycle, semi-log sieve paper that is provided as part of this assignment. • Determine D10, D30, and D60 from the grain-size distribution curve. • Compute the coefficient of uniformity (Cu). • Compute the coefficient of curvature (Cc). Table 1: Results of a Sieve Analysis U. S. sieve number Sieve opening (mm) Mass of soil retained (g) 4 4.750 0 10 2.000 41.2 20 0.850 55.1 40 0.425 80.0 60 0.250 91.6 100 0.150 60.5 200 0.075 35.6 pan 21.5
Transcribed Image Text:Table 1 summarizes the results of a sieve analyses. • Determine the percent finer than each sieve. ● Plot the particle-size distribution curve. Use the 5-cycle, semi-log sieve paper that is provided as part of this assignment. • Determine D10, D30, and D60 from the grain-size distribution curve. • Compute the coefficient of uniformity (Cu). • Compute the coefficient of curvature (Cc). Table 1: Results of a Sieve Analysis U. S. sieve number Sieve opening (mm) Mass of soil retained (g) 4 4.750 0 10 2.000 41.2 20 0.850 55.1 40 0.425 80.0 60 0.250 91.6 100 0.150 60.5 200 0.075 35.6 pan 21.5
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