SITUATION 1 The sieve analysis of three soils and the liquid and plastic limits of the fraction passing no.40 sieve are given below. Classify each soil using AASHTO classification system. ( Sieve Analysis Sieve No. Diameter Percent Finer (%) (mm) A 4.750 90 100 100 8 2.360 64 90 100 10 2.000 54 77 98 20 0.850 34 59 92 40 0.425 22 51 84 60 0.250 17 42 79 100 0.150 9. 35 70 200 0.075 33 63 Characteristics of fraction passing no.40 sieve LL 35 46 47 PL 29 29 24

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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SITUATION 1
The sieve analysis of three soils and the liquid and plastic
limits of the fraction passing no.40
Classify each soil using AASHTO classification system. (
sieve
are given below.
each
Sieve Analysis
Diameter
Percent Finer (%)
Sieve No.
(mm)
A
4
4.750
90
100
100
8
2.360
64
90
100
10
2.000
54
77
98
20
0.850
34
59
92
40
0.425
22
51
84
60
0.250
17
42
79
100
0.150
9.
35
70
200
0.075
33
63
Characteristics of fraction passing no.40 sieve
LL
35
46
47
PL
29
29
24
Transcribed Image Text:SITUATION 1 The sieve analysis of three soils and the liquid and plastic limits of the fraction passing no.40 Classify each soil using AASHTO classification system. ( sieve are given below. each Sieve Analysis Diameter Percent Finer (%) Sieve No. (mm) A 4 4.750 90 100 100 8 2.360 64 90 100 10 2.000 54 77 98 20 0.850 34 59 92 40 0.425 22 51 84 60 0.250 17 42 79 100 0.150 9. 35 70 200 0.075 33 63 Characteristics of fraction passing no.40 sieve LL 35 46 47 PL 29 29 24
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