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29. The following table shows a data set from a sieve analysis. (a) Complete the rest of the table. (b) Plot the grain size distribution curve. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cg. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. Weight Retained (gf) 16.8 38.8 54.9 US Sieve No Opening (mm) 4.75 4 10 2.0 20 0.85 40 0.425 67.8 60 0.25 101.7 94.2 77.4 61.8 100 0.15 140 200 0.106 0.075 Pan 70.5

29. The following table shows a data set from a sieve analysis. (a) Complete the rest of the table. (b) Plot the grain size distribution curve. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cg. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. Weight Retained (gf) 16.8 38.8 54.9 US Sieve No Opening (mm) 4.75 4 10 2.0 20 0.85 40 0.425 67.8 60 0.25 101.7 94.2 77.4 61.8 100 0.15 140 200 0.106 0.075 Pan 70.5

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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29. The following table shows a data set from a sieve analysis. (a) Complete the rest of the table. (b) Plot the grain size distribution curve. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cg. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. US Sieve No Opening (mm) Weight Retained (gf) 4.75 16.8 10 2.0 38.8 20 0.85 54.9 40 0.425 67.8 60 0.25 101.7 100 0.15 94.2 140 0.106 77.4 200 0.075 61.8 Pan 70.5
Transcribed Image Text:29. The following table shows a data set from a sieve analysis. (a) Complete the rest of the table. (b) Plot the grain size distribution curve. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cg. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. US Sieve No Opening (mm) Weight Retained (gf) 4.75 16.8 10 2.0 38.8 20 0.85 54.9 40 0.425 67.8 60 0.25 101.7 100 0.15 94.2 140 0.106 77.4 200 0.075 61.8 Pan 70.5
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