1. The following are the results of a sieve analysis: U.S Sieve No. Mass of soil retained (g) 4 10 18.5 20 53.2 40 90.5 60 81.8 100 92.2 200 58.5 Pan 26.5 a) Determine the percent finer than each sieve and plot a grain-size distribution curve. b) Determine D10, D30, and D60 from the grain-size distribution curve. c) Calculate the uniformity coefficient, Cu. d) Calculate the coefficient of gradation, Cc.

1. The following are the results of a sieve analysis: U.S Sieve No. Mass of soil retained (g) 4 10 18.5 20 53.2 40 90.5 60 81.8 100 92.2 200 58.5 Pan 26.5 a) Determine the percent finer than each sieve and plot a grain-size distribution curve. b) Determine D10, D30, and D60 from the grain-size distribution curve. c) Calculate the uniformity coefficient, Cu. d) Calculate the coefficient of gradation, Cc.

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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Given below is the result of a sieve analysis done on a soil sample. determine the value of the coefficient of uniformity
the results of the sieve analysis done on a soil are shown below: determine its classification using USCS a. SC b. ML c. CL d. SM e. none
1. The following are the results of a sieve analysis U.S. Sieve No. 4 10 20 40 60 100 200 Pan Mass of Soil retained (g) 0 18.5 53.2 90.5 81.8 92.2 58.5 26.5 a) Determine the percent finer than each sieve and plot a grain-size distribution curve. b) Determine D10, D30, and Doo. c) Calculate the uniformity coefficient Cu d) Calculate the coefficient of gradation Ce
Use the table and the curve of the particle size distribution and answer the following questions: 1. What is the percentage of the soil retained on * ?sieve# 4O Percent opening passing (finer) Sieve Sieve 100 No. 90 (mm) 80 3" 75 100.0 70 * 60 * 50 4 4.75 80.1 10 2 74.8 40 20 0.85 57.0 30 30 0.6 47.1 20 40 0.425 33.9 10 60 0.25 7.4 140 0.106 3.4 0.01 0.1 1 10 100 200 0.075 1.6 Particle size (mm) Pan (a) 33.9 % C (b) 47.1% O (c) 52.9 % (d) 66.1 % Percent finer by weight
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Situation 3. Following are the results of a sieve analysis. Determine: a. Cu b. Cc c. So Sieve No. 4 6 10 20 40 60 100 200 Pan Diameter (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 Soil Sample Mass Retained (g) 100 180 86 160 105 134 110 65 45
the results of the sieve analysis done on a soil are shown below. Determine its classification using USCS. a. None of the above b. ML c. MH d. CL e. CH
Q.2) Answer the following question. 1- The sieve analysis below was done for which type Weight of sample = 2000gm Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Pan Percent Weight retained (g) retained 0 2000*100 94 →0 Klcc→ -2000 4032000X100 358-2009 08 72 2212000x100 Percent cumulative @ 4.7 20 i 75 982 57 360 72000 Alco isies 39 492-20000 24.614 · 100 > 95 3 of aggregate. Percent passing 0 5 25 уз 61 86 97 317 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10
Given below is the result of a sieve analysis done on a soil sample.Sieve No. Diameter Percent Passing %4 4.750 9510 2.000 8220 0.850 7340 0.425 5360 0.250 23100 0.150 14200 0.075 7Pan --- 0Determine the value of the coefficient of uniformity
SG is 2.66 and temperature is 18 degrees celcius
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