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effective particle size.

effective particle size.

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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Situation 2: 4. ܥܕ ܗ ܗ ܙ ܤ 7. The following are the results of a sieve analysis. Sieve No. Opening (mm) Mass of Soil Retained (grams) 4 4.75 10 2.00 40.5 20 0.85 60.2 40 0.425 50.5 60 0.250 140.8 80 0.180 106.4 100 0.150 210.3 200 0.075 59.4 Pan 12.5 Determine the effective particle size. Find the uniformity coefficient. Compute the coefficient of gradation. Solve the sorting coefficient. Calculate the suitability number. 8. Cumulative Mass of Soil Retained (grams) Cumulative Mass of Soil Passed (grams) Percent Passing
Transcribed Image Text:Situation 2: 4. ܥܕ ܗ ܗ ܙ ܤ 7. The following are the results of a sieve analysis. Sieve No. Opening (mm) Mass of Soil Retained (grams) 4 4.75 10 2.00 40.5 20 0.85 60.2 40 0.425 50.5 60 0.250 140.8 80 0.180 106.4 100 0.150 210.3 200 0.075 59.4 Pan 12.5 Determine the effective particle size. Find the uniformity coefficient. Compute the coefficient of gradation. Solve the sorting coefficient. Calculate the suitability number. 8. Cumulative Mass of Soil Retained (grams) Cumulative Mass of Soil Passed (grams) Percent Passing
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