1. Classify the following soils by using the USDA's textural classification chart. Soil Particle-size Distribution (%) A B C D E Gravel 0 0 10 124 20 15 Sand 25 5 20 40 32 Silt 65 7 35 22 25 Clay 10 88 30 18 28

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter4: Soil Classification
Section: Chapter Questions
Problem 4.7CTP: For the soils that are classified by the following AASHTO symbols, what would be the most likely...
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1. Classify the following soils by using the USDA's textural classification chart.
Soil
Particle-size Distribution (%)
A
B
C
D
E
Soil
A
B
C
DE
2. Classify the foloowing soils according to the AASHTO classification system and give the group
indices.
Liquid Limit
A
B
C
D
E
Gravel
0
0
10
20
15
No. 10
92
90
100
72
100
No. 4
100
88
72
89
71
Sieve Analysis, % Finer
No. 40
Sand
25
5
20
40
32
% Finer
81
70
92
61
85
No. 200
64
26
34
65
11
No. 200
52
34
78
33
71
Liquid
Limit
28
38
29
44
32
Silt
65
7
35
22
25
Plastic
Limit
10
20
14
23
16
29
37
61
35
55
3. Classify the following soils by using Unified Soil Classification System. Give the group symbols and
the group names.
Soil
Uniformity
Coefficient
----
----
Clay
10
88
30
18
28
----
4.8
Plasstic Limit
16
3222
30
26
21
Coefficient
of Gradation
----
----
----
----
2.9
Transcribed Image Text:1. Classify the following soils by using the USDA's textural classification chart. Soil Particle-size Distribution (%) A B C D E Soil A B C DE 2. Classify the foloowing soils according to the AASHTO classification system and give the group indices. Liquid Limit A B C D E Gravel 0 0 10 20 15 No. 10 92 90 100 72 100 No. 4 100 88 72 89 71 Sieve Analysis, % Finer No. 40 Sand 25 5 20 40 32 % Finer 81 70 92 61 85 No. 200 64 26 34 65 11 No. 200 52 34 78 33 71 Liquid Limit 28 38 29 44 32 Silt 65 7 35 22 25 Plastic Limit 10 20 14 23 16 29 37 61 35 55 3. Classify the following soils by using Unified Soil Classification System. Give the group symbols and the group names. Soil Uniformity Coefficient ---- ---- Clay 10 88 30 18 28 ---- 4.8 Plasstic Limit 16 3222 30 26 21 Coefficient of Gradation ---- ---- ---- ---- 2.9
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Answer no.2 question but plss adjust Correction in soil c in prob1 its 35%  clay

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