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Mechanical analysis is the determination of the size range of particles present in a soil, ... Sieve analysis consists of shaking the soil sample through a.
Typology: Study notes
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Sieve Number Opening (mm) 4 4. 6 3. 8 2. 10 2. 16 1. 20 0. 30 0. 40 0. 50 0. 60 0. 80 0. 100 0. 140 0. 170 0. 200 0. 270 0.
100%
weight of soil retained
total soil weight
Percentage retained
100% Percentage retained
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
Particle diameter (mm)
Percent finer (%)
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
Reading Semi-Logarithmic Scales
Reading Semi-Logarithmic Scales
Reading Semi-Logarithmic Scales
Particle diameter (mm)
Percent finer (%)
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
Particle diameter (mm)
Percent finer (%)
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
D
= 0.093 mm
u
D C D
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
Particle diameter (mm)
Percent finer (%)
c
D C D D
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
Effective Size, Uniformity Coefficient, and
Coefficient of Gradation
Particle diameter (mm)
Sieve Number
Diameter (mm)
Mass of soil retained on each sieve (g) 4 4.750 28 10 2.000 42 20 0.850 48 40 0.425 128 60 0.250 221 100 0.150 86 200 0.075 40 Pan –– 24
Sieve Number
Mass of soil retained on each sieve (g)
Percent retained on each sieve (%)
Cumulative percent retained on each sieve (%)
Percent finer (%)
Pan 24 3.89 100.00 0 617
Particle diameter (mm)
Percent finer (%)
u
D C D
mm
mm
c
(0.27 )
0.42 0.
mm
mm mm
Particle diameter (mm)
Percent finer (%)