48 Example Mechanical analysis on four different samples designated as A, B, C and D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples C D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 212 ju 5 9 47 100 63 u 20 u 1 2 34 95 23 69 7 46 4 31 sample g- Chapter 3 100 80 60 40 20 Clay Sand Cobbles (> 76.2 mm) Silt Gravel Fine Coarse to medium 0,001 0.01 0.075 0.1 1 10 100 Particle size (mm) Figure Ex. 3.21 Percentage finer
48 Example Mechanical analysis on four different samples designated as A, B, C and D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples C D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 212 ju 5 9 47 100 63 u 20 u 1 2 34 95 23 69 7 46 4 31 sample g- Chapter 3 100 80 60 40 20 Clay Sand Cobbles (> 76.2 mm) Silt Gravel Fine Coarse to medium 0,001 0.01 0.075 0.1 1 10 100 Particle size (mm) Figure Ex. 3.21 Percentage finer
Chapter2: Loads On Structures
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Example
Mechanical analysis on four different samples designated as A, B, C and D were carried out in a soil
laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D.
The soil is non-plastic.
Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18
Classify the soils per the Unified Soil Classification System.
Samples
C
D
ASTM Sieve
Percentage finer than
Designation
63.0 mm
100
93
20.0 mm
64
76
6.3
39
100
65
2.0 mm
24
98
59
600 u
12
90
54
212 u
5
9
47
100
63 u
20 u
1
2
34
95
23
69
7
46
2 u
31
sample
Chapter 3
100
80
60
40
20
Clay
Sand
Cobbles
(> 76.2 mm)
Silt
Gravel
Fine
Coarse to medium
0,001
0,01
0.075 0.1
1
10
100
Particle size (mm)
Figure Ex. 3.21
Percentage finer"
Transcribed Image Text:48
Example
Mechanical analysis on four different samples designated as A, B, C and D were carried out in a soil
laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D.
The soil is non-plastic.
Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18
Classify the soils per the Unified Soil Classification System.
Samples
C
D
ASTM Sieve
Percentage finer than
Designation
63.0 mm
100
93
20.0 mm
64
76
6.3
39
100
65
2.0 mm
24
98
59
600 u
12
90
54
212 u
5
9
47
100
63 u
20 u
1
2
34
95
23
69
7
46
2 u
31
sample
Chapter 3
100
80
60
40
20
Clay
Sand
Cobbles
(> 76.2 mm)
Silt
Gravel
Fine
Coarse to medium
0,001
0,01
0.075 0.1
1
10
100
Particle size (mm)
Figure Ex. 3.21
Percentage finer
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