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A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 60 200 20 0.85 30 100 0.15 Sieve No. 4 Pan Opening (mm) % Passing 10 | 2.00 60 40 0.425 4.75 0.25 0.075 94 10 7 5 31. Determine the uniformity coefficient. b. 4.424 C. 1.250 d. 0.85 4.706 32. Determine the coefficient of curvature. а. а. 4.706 b. 4.424 с. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. d. SP GW b. GP c. SW а.

A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 60 200 20 0.85 30 100 0.15 Sieve No. 4 Pan Opening (mm) % Passing 10 | 2.00 60 40 0.425 4.75 0.25 0.075 94 10 7 5 31. Determine the uniformity coefficient. b. 4.424 C. 1.250 d. 0.85 4.706 32. Determine the coefficient of curvature. а. а. 4.706 b. 4.424 с. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. d. SP GW b. GP c. SW а.

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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A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 20 | 200 40 0.425 Sieve No. 10 2.00 4 60 100 Pan Opening (mm) % Passing 4.75 0.85 0.25 0.15 0.075 -- 94 60 30 10 7 5 3 31. Determine the uniformity coefficient. b. 4.424 32. Determine the coefficient of curvature. a. 4.706 C. 1.250 d. 0.85 а. 4.706 b. 4.424 C. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. a. GW b. GP C. Sw d. SP
Transcribed Image Text:A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: 20 | 200 40 0.425 Sieve No. 10 2.00 4 60 100 Pan Opening (mm) % Passing 4.75 0.85 0.25 0.15 0.075 -- 94 60 30 10 7 5 3 31. Determine the uniformity coefficient. b. 4.424 32. Determine the coefficient of curvature. a. 4.706 C. 1.250 d. 0.85 а. 4.706 b. 4.424 C. 1.250 d. 0.85 33. Given that the soil is non-plastic, classify the soil by using the Unified Soil Classification System. a. GW b. GP C. Sw d. SP
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