Mechanical analysis on four different samples designated as A, B. Cand Dwere 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 inovations Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 63 39 100 65 20 mm 600 212 63 20 24 98 59 90 54 47 100 2 34 23 2 31 А, В and C 100 Sand Course te mdium Coes Cay Silt Gravel Fine 76.2 m 001 001 0075 e1 10 100 Particle size (mm) Figure Ex. 3.21 Percentage finer

Structural Analysis
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Chapter2: Loads On Structures
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Mechanical analysis on four different samples designated as A, B. Cand Dwere 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
D. liquid limit w 42, plastic limit = 24. plasticity index = 18
Classify the soils per the Unified Soil Classification System.
Samples
ASTM Sieve
Percentage finer than
Designation
63.0 mm
100
93
20.0 mm
64
76
6.3
39
100
65
20 mm
600
212
63 A
20
24
98
59
12
90
54
9.
47
100
34
95
23
69
7.
46
2
31
B and
100
60
20
Sand
Course lo medium
Cotles
l>762 mm
Clay
Silt
Gravel
Fine
0.001
001
0.075 0.1
10
100
Particle size (mm)
Figure Ex. 3.21
Percentage finer
Transcribed Image Text:Mechanical analysis on four different samples designated as A, B. Cand Dwere 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 D. liquid limit w 42, plastic limit = 24. plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 20 mm 600 212 63 A 20 24 98 59 12 90 54 9. 47 100 34 95 23 69 7. 46 2 31 B and 100 60 20 Sand Course lo medium Cotles l>762 mm Clay Silt Gravel Fine 0.001 001 0.075 0.1 10 100 Particle size (mm) Figure Ex. 3.21 Percentage finer
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