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4. The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minu No. 200 sieve material for a given soil. (a) Plot grain size distribution curves for both tests individually on a graph. (b) Combine two curves into a combined grain size distribution curve for the soil. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cc. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. Sieve Analysis Hydrometer Analysis

4. The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minu No. 200 sieve material for a given soil. (a) Plot grain size distribution curves for both tests individually on a graph. (b) Combine two curves into a combined grain size distribution curve for the soil. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cc. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. Sieve Analysis Hydrometer Analysis

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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4. The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minus No. 200 sieve material for a given soil. (a) Plot grain size distribution curves for both tests individually on a graph. (b) Combine two curves into a combined grain size distribution curve for the soil. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cc. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. Sieve Analysis Hydrometer Analysis US Sieve No. Weight Retained (gf) Diameter (mm) Opening Particle Percentage (mm) Finer 100 0.15 75.4 0.012 35.4 140 0.106 147.6 0.007 30.2 200 0.075 168.2 0.004 25.7 Pan 230.5 0.0032 22.9 0.0024 20.9 0.0017 18.2 0.0012 14.5
Transcribed Image Text:4. The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minus No. 200 sieve material for a given soil. (a) Plot grain size distribution curves for both tests individually on a graph. (b) Combine two curves into a combined grain size distribution curve for the soil. (c) Determine D10, D30, D50, and D60. (d) Compute Cu and Cc. (e) Report the percentage gravel, sand, silt, and clay according to AASHTO. (f) Classify the soil according to AASHTO. Sieve Analysis Hydrometer Analysis US Sieve No. Weight Retained (gf) Diameter (mm) Opening Particle Percentage (mm) Finer 100 0.15 75.4 0.012 35.4 140 0.106 147.6 0.007 30.2 200 0.075 168.2 0.004 25.7 Pan 230.5 0.0032 22.9 0.0024 20.9 0.0017 18.2 0.0012 14.5
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