Refer to the table below. It shows a sieve analysis of soil samples A, B, and C. Soil Sample Diameter Sieve No. A B с (mm) #4 4.760 100 90 100 #8 2.380 97 64 100 # 10 2.000 92 54 98 # 20 0.840 87 34 92 # 40 0.420 53 22 84 0.250 42 17 79 0.149 26 9 70 0.074 17 4 63 Characteristics of - 40 fraction 47 35 20 24 #60 # 100 # 200 LL PL

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Find the ff:

  1. Using USCS, determine the classification of soil A. Write the symbol and the corresponding soil classification (e.g. GW – Well graded gravel)
  2. Using USCS, find the classification of soil B. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel)
  3. Using USCS, compute the classification of soil C. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel)
Refer to the table below. It shows a sieve analysis of soil samples A, B, and C.
Soil Sample
Diameter
Sieve No.
A
B
с
(mm)
#4
4.760
100
90
100
#8
2.380
97
64
100
# 10
2.000
92
54
98
# 20
0.840
87
34
92
# 40
0.420
53
22
84
0.250
42
17
79
0.149
26
9
70
0.074
17
4
63
Characteristics of - 40 fraction
47
35
20
24
#60
# 100
# 200
LL
PL
Transcribed Image Text:Refer to the table below. It shows a sieve analysis of soil samples A, B, and C. Soil Sample Diameter Sieve No. A B с (mm) #4 4.760 100 90 100 #8 2.380 97 64 100 # 10 2.000 92 54 98 # 20 0.840 87 34 92 # 40 0.420 53 22 84 0.250 42 17 79 0.149 26 9 70 0.074 17 4 63 Characteristics of - 40 fraction 47 35 20 24 #60 # 100 # 200 LL PL
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