i need the answer quickly Q/ For the given sieve analysis test of a soil sample, find the following:1. The percentage of soil passing through each sieve.2. Draw the grain size distribution curve using Semi-Log paper.3. Dio, D30 and Doo.4. The coefficient of uniformity and the coefficient of gradation.SieveSieve diameterRetained(mm)(gm)19.7No.44.75102.042.8200.8576.2400.425128.5600.25108.31000.1512.52000.0748.4Pan3.6

Q/ For the given sieve analysis test of a soil sample, find the following: 1. The percentage of soil passing through each sieve. 2. Draw the grain size distribution curve using Semi-Log paper. 3. D10, D30 and Do. 4. The coefficient of uniformity and the coefficient of gradation. Sieve Sieve diameter Retained No. (mm) (gm) 4 4.75 19.7 10 2.0 42.8 20 0.85 76.2 40 0.425 128.5 60 0.25 108.3 100 0.15 12.5 200 0.074 8.4 Pan 3.6 ---- -

Q/ For the given sieve analysis test of a soil sample, find the following: 1. The percentage of soil passing through each sieve. 2. Draw the grain size distribution curve using Semi-Log paper. 3. D10, D30 and Do. 4. The coefficient of uniformity and the coefficient of gradation. Sieve Sieve diameter Retained No. (mm) (gm) 4 4.75 19.7 10 2.0 42.8 20 0.85 76.2 40 0.425 128.5 60 0.25 108.3 100 0.15 12.5 200 0.074 8.4 Pan 3.6 ---- -

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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5. The following information is obtained from a sieve analysis to determine the range of particle sizes in a granular soil sample. Sieve Size Sieve Opening (4.76) Percent Finer # 4 4.76 96 #10 2.00 80 #20 0.84 51 # 40 0.42 38 #60 0.25 25 #100 0.149 12 #200 0.074 Present the information as grain-size curve on semi-logarithmic coordinates of percent finer against particle size diameter. From the plot, determine the uniformity coefficient Cu.
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