Situation 2:4.ܥܕ ܗ ܗ ܙ ܤ7.The following are the results of a sieve analysis.SieveNo.Opening(mm)Mass ofSoil Retained(grams)44.75102.0040.5200.8560.2400.42550.5600.250140.8800.180106.41000.150210.32000.07559.4Pan12.5Determine the effective particle size.Find the uniformity coefficient.Compute the coefficient of gradation.Solve the sorting coefficient.Calculate the suitability number.8.Cumulative Mass ofSoil Retained(grams)Cumulative Massof Soil Passed(grams)PercentPassing

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Engineering

Civil Engineering

effective particle size.

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
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