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From the results of a sieve analysis, shown below, determine: 1. the percent finer than each sieve and plot a particle-size distribution curve, 2. D10, D30, and D60, 3. the uniformity coefficient and coefficient of gradation, and 4. the percentages of gravel, sand, silt, and clay-size particles present Sieve NO. 10 20 40 60 100 200 pan Opening(mm) 4.75 3.35 2.00 0.850 0.425 0.250 0.150 0.075 Mass retained on each sieve (g) 0 0 9.1 249.4 179.7 22.7 15.5 23.5

From the results of a sieve analysis, shown below, determine: 1. the percent finer than each sieve and plot a particle-size distribution curve, 2. D10, D30, and D60, 3. the uniformity coefficient and coefficient of gradation, and 4. the percentages of gravel, sand, silt, and clay-size particles present Sieve NO. 10 20 40 60 100 200 pan Opening(mm) 4.75 3.35 2.00 0.850 0.425 0.250 0.150 0.075 Mass retained on each sieve (g) 0 0 9.1 249.4 179.7 22.7 15.5 23.5

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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Soil mechanics شحذني
From the results of a sieve analysis, shown below, determine: 1. the percent finer than each sieve and plot a particle-size distribution curve, 2. D10, D30, and D60, 3. the uniformity coefficient and coefficient of gradation, and 4. the percentages of gravel, sand, silt, and clay-size particles present Sieve NO. 10 20 40 60 100 200 pan Opening(mm) 4.75 3.35 2.00 0.850 0.425 0.250 0.150 0.075 Mass retained on each sieve (g) 0 0 9.1 249.4 179.7 22.7 15.5 23.5
Transcribed Image Text:From the results of a sieve analysis, shown below, determine: 1. the percent finer than each sieve and plot a particle-size distribution curve, 2. D10, D30, and D60, 3. the uniformity coefficient and coefficient of gradation, and 4. the percentages of gravel, sand, silt, and clay-size particles present Sieve NO. 10 20 40 60 100 200 pan Opening(mm) 4.75 3.35 2.00 0.850 0.425 0.250 0.150 0.075 Mass retained on each sieve (g) 0 0 9.1 249.4 179.7 22.7 15.5 23.5
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