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Unified Soil Classification System Problem Set No. 6 Sieve No. Diameter Percent Finer (mm) 2. The table below the laboratory results of the sieve analysis of a sample. Plot the grain size curve of the soil using your printed Grain Size Curve. Determine the following: 4.75 90 8 2.38 64 10 2.00 58 20 0.84 35 a. Determine the nearest value of effective size. 22 b. Determine the coefficient of uniformity, C c. Classify the soil according to USCS. 40 0.42 60 0.25 15 100 0.149 10 Show your complete solution. 200 0.075 4

Unified Soil Classification System Problem Set No. 6 Sieve No. Diameter Percent Finer (mm) 2. The table below the laboratory results of the sieve analysis of a sample. Plot the grain size curve of the soil using your printed Grain Size Curve. Determine the following: 4.75 90 8 2.38 64 10 2.00 58 20 0.84 35 a. Determine the nearest value of effective size. 22 b. Determine the coefficient of uniformity, C c. Classify the soil according to USCS. 40 0.42 60 0.25 15 100 0.149 10 Show your complete solution. 200 0.075 4

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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Unified Soil Classification System Problem Set No. 6 Sieve No. Diameter Percent Finer (mm) 2. The table below the laboratory results of the sieve analysis of a sample. Plot the grain size curve of the soil using your printed Grain Size Curve. Determine the following: 4 4.75 90 8 2.38 64 10 2.00 58 20 0.84 35 a. Determine the nearest value of effective size. 22 b. Determine the coefficient of uniformity, C c. Classify the soil according to USCS. 40 0.42 60 0.25 15 100 0.149 10 Show your complete solution. 200 0.075 4
Transcribed Image Text:Unified Soil Classification System Problem Set No. 6 Sieve No. Diameter Percent Finer (mm) 2. The table below the laboratory results of the sieve analysis of a sample. Plot the grain size curve of the soil using your printed Grain Size Curve. Determine the following: 4 4.75 90 8 2.38 64 10 2.00 58 20 0.84 35 a. Determine the nearest value of effective size. 22 b. Determine the coefficient of uniformity, C c. Classify the soil according to USCS. 40 0.42 60 0.25 15 100 0.149 10 Show your complete solution. 200 0.075 4
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