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Task 1. Grain size analysis Table 1 Results of sieve analysis test Sieve size Mass retained in each sieve (g) 3/4" 191.0 5/8" 1/2" 131.7 3/8" 1/4" 184.5 No. 4 51.5 No. 10 152.0 No. 20 No. 40 No. 60 191.8 No. 100 66.2 No. 200 49.1 Pan 3.7 Table 1 shows the results of sieve analysis test on a soil sample. (2) Calculate percent smaller (%) in each sieve. (3) Draw the particle size distribution curve. (4) Determine the coefficients of uniformity and curvature.

Task 1. Grain size analysis Table 1 Results of sieve analysis test Sieve size Mass retained in each sieve (g) 3/4" 191.0 5/8" 1/2" 131.7 3/8" 1/4" 184.5 No. 4 51.5 No. 10 152.0 No. 20 No. 40 No. 60 191.8 No. 100 66.2 No. 200 49.1 Pan 3.7 Table 1 shows the results of sieve analysis test on a soil sample. (2) Calculate percent smaller (%) in each sieve. (3) Draw the particle size distribution curve. (4) Determine the coefficients of uniformity and curvature.

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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Task 1. Grain size analysis Table 1 Results of sieve analysis test Sieve size Mass retained in each sieve (g) 3/4" 191.0 5/8" 1/2" 3/8" 131.7 1/4" 184.5 No. 4 51.5 No. 10 152.0 No. 20 No. 40 No. 60 191.8 No. 100 66.2 No. 200 49.1 Pan 3.7 Table 1 shows the results of sieve analysis test on a soil sample. (2) Calculate percent smaller (%) in each sieve. (3) Draw the particle size distribution curve. (4) Determine the coefficients of uniformity and curvature.
Transcribed Image Text:Task 1. Grain size analysis Table 1 Results of sieve analysis test Sieve size Mass retained in each sieve (g) 3/4" 191.0 5/8" 1/2" 3/8" 131.7 1/4" 184.5 No. 4 51.5 No. 10 152.0 No. 20 No. 40 No. 60 191.8 No. 100 66.2 No. 200 49.1 Pan 3.7 Table 1 shows the results of sieve analysis test on a soil sample. (2) Calculate percent smaller (%) in each sieve. (3) Draw the particle size distribution curve. (4) Determine the coefficients of uniformity and curvature.
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