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1. Following are the results of a sieve analysis: a) Determine the percent finer for each sieve size and draw a grain-size distribution curve. (Follow the table format used in our discussion) b) Determine D10, D30, D60 c) Calculate C, and C.

1. Following are the results of a sieve analysis: a) Determine the percent finer for each sieve size and draw a grain-size distribution curve. (Follow the table format used in our discussion) b) Determine D10, D30, D60 c) Calculate C, and C.

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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Percent of mass retained on each sieve Cumulative percent retained, Sieve opening (mm) Mass of soil retained on each sieve, W (g) Percent finer 100 R Sieve No. 4 4.750 100.0 10 2.000 40.2 8.0 8.0 92.0 V: 20 0.850 84.6 16.9 24.9 75.1 30 0.600 50.2 10.0 34.9 65.1 40 0.425 40.0 8.0 42.9 57.1 60 0.250 106.4 21.3 64.2 35.8 140 0.106 108.8 21.8 86.0 14.0 200 0.075 59.4 /1.9 97.9 2.1: Pan 8.7 £_498.3 = W,
Transcribed Image Text:Percent of mass retained on each sieve Cumulative percent retained, Sieve opening (mm) Mass of soil retained on each sieve, W (g) Percent finer 100 R Sieve No. 4 4.750 100.0 10 2.000 40.2 8.0 8.0 92.0 V: 20 0.850 84.6 16.9 24.9 75.1 30 0.600 50.2 10.0 34.9 65.1 40 0.425 40.0 8.0 42.9 57.1 60 0.250 106.4 21.3 64.2 35.8 140 0.106 108.8 21.8 86.0 14.0 200 0.075 59.4 /1.9 97.9 2.1: Pan 8.7 £_498.3 = W,
Grain Size Analysis Problem Set No. 3 1. Following are the results of a sieve analysis: a) Determine the percent finer for each sieve size and draw a grain-size distribution curve. (Follow the table format used in our discussion) b) Determine D10, D30, D60 c) Calculate C and C. U.S. sieve Mass of soil retained on each sieve (g) no. 4 10 21.6 20 49.5 40 102.6 60 89.1 100 95.6 200 60.4 PAN 31.2 Grain Size Analysis Problem Set No. 3 U.S. sieve Mass of soil retained on 2. Repeat Problem No. 1 with the following results of a sieve analysis: no. each sieve (g) 4 6 10 20 9.1 40 249.4 60 179.8 100 22.7 200 15.5 PAN 23.5 Grain Size Analysis Problem Set No. 3 Sieve Analysis Results Hydrometer Analysis Results U.S. Mass of soil Time Diameter % finer by sieve retained on (min) (mm) weight 3. Sieve analysis and hydrometer analysis were performed on a 550 sample of soil the following results were obtained. Plot the particle size distribution curve for the soil. each sieve (g) no. 1 0.0396 82.2 g 4 2 0.0285 68.8 10 14.8 3 0.0243 64.2 20 98 4 0.0214 59.7 40 90.1 8. 0.0156 53.1 100 181.9 15 0.0116 48.4 200 108.8 30 0.0083 43.9 PAN 56.1 60 0.006 39.5 240 0.0031 30.0 900 0.0017 22.9
Transcribed Image Text:Grain Size Analysis Problem Set No. 3 1. Following are the results of a sieve analysis: a) Determine the percent finer for each sieve size and draw a grain-size distribution curve. (Follow the table format used in our discussion) b) Determine D10, D30, D60 c) Calculate C and C. U.S. sieve Mass of soil retained on each sieve (g) no. 4 10 21.6 20 49.5 40 102.6 60 89.1 100 95.6 200 60.4 PAN 31.2 Grain Size Analysis Problem Set No. 3 U.S. sieve Mass of soil retained on 2. Repeat Problem No. 1 with the following results of a sieve analysis: no. each sieve (g) 4 6 10 20 9.1 40 249.4 60 179.8 100 22.7 200 15.5 PAN 23.5 Grain Size Analysis Problem Set No. 3 Sieve Analysis Results Hydrometer Analysis Results U.S. Mass of soil Time Diameter % finer by sieve retained on (min) (mm) weight 3. Sieve analysis and hydrometer analysis were performed on a 550 sample of soil the following results were obtained. Plot the particle size distribution curve for the soil. each sieve (g) no. 1 0.0396 82.2 g 4 2 0.0285 68.8 10 14.8 3 0.0243 64.2 20 98 4 0.0214 59.7 40 90.1 8. 0.0156 53.1 100 181.9 15 0.0116 48.4 200 108.8 30 0.0083 43.9 PAN 56.1 60 0.006 39.5 240 0.0031 30.0 900 0.0017 22.9
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