PL 20 O Compute the value of uniformity coefficient of soil sample B. 2 Classify what type of soil is sample C using AASHTO Method. 3 Classify what type of soil is sample A using A 4 SHTOMothod

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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From the given data, shows a sieve analysis of soil samples A, B and C.
SOIL SAMPLE
B
Sieve No.
Diam. (mm)
A
PERCENT PASSING
90
64
54
34
22
17
9.
4
100
100
#4
#8
#10
# 20
# 40
# 60
#100
# 200
4.760
2.380
2.000
0.840
0.420
0.250
0.149
0.074
Characteristics of 40 Fraction
100
97
92
87
53
42
26
98
92
84
79
70
63
17
35
20
47
LL
PL
24
OCompute the value of uniformity coefficient of soil sample B.
O Classify what type of soil is sample C using AASHTO Method.
O Classify what type of soil is sample A using AASHTO Method.
Transcribed Image Text:From the given data, shows a sieve analysis of soil samples A, B and C. SOIL SAMPLE B Sieve No. Diam. (mm) A PERCENT PASSING 90 64 54 34 22 17 9. 4 100 100 #4 #8 #10 # 20 # 40 # 60 #100 # 200 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 Characteristics of 40 Fraction 100 97 92 87 53 42 26 98 92 84 79 70 63 17 35 20 47 LL PL 24 OCompute the value of uniformity coefficient of soil sample B. O Classify what type of soil is sample C using AASHTO Method. O Classify what type of soil is sample A using AASHTO Method.
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