4. From the given data, shows a sieve analysis of soil samples A, B and C. SOIL SAMPLE Sieve No. Diam (mm) A В C PERCENT PASSING 4 4.460 90 100 100 8 2.380 64 90 100 10 2.00 54 77 98 34 22 20 0.840 59 92 40 0.420 51 84 60 0.250 17 42 79 100 0.149 9. 35 70 200 0.074 4 33 63 Characteristics of -40 Fraction LL 46 47 PL 29 24 a. Classify the soil sample A using USCS method (Group Symbol only), D =2.3, D = 0.17, D = 0.70 b. Classify the soil sample B using AASHTO method c. Classify the soil sample C using the AASHTO method D30
4. From the given data, shows a sieve analysis of soil samples A, B and C. SOIL SAMPLE Sieve No. Diam (mm) A В C PERCENT PASSING 4 4.460 90 100 100 8 2.380 64 90 100 10 2.00 54 77 98 34 22 20 0.840 59 92 40 0.420 51 84 60 0.250 17 42 79 100 0.149 9. 35 70 200 0.074 4 33 63 Characteristics of -40 Fraction LL 46 47 PL 29 24 a. Classify the soil sample A using USCS method (Group Symbol only), D =2.3, D = 0.17, D = 0.70 b. Classify the soil sample B using AASHTO method c. Classify the soil sample C using the AASHTO method D30
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:4. From the given data, shows a sieve analysis of soil samples
A, B and C.
SOIL SAMPLE
Sieve No. Diam (mm) A
В
C
PERCENT PASSING
4
4.460
90
100
100
8
2.380
64
90
100
10
2.00
54
77
98
20
0.840
34
59
92
40
0.420
22
51
84
60
0.250
17
42
79
100
0.149
9.
35
70
200
0.074
4
33
63
Characteristics of -40 Fraction
LL
46
47
PL
29
24
a. Classify the soil sample A using USCS method (Group
Symbol only), D.=2.3, D = 0.17,
b. Classify the soil sample B using AASHTO method
c. Classify the soil sample C using the AASHTO method
D = 0.70
30
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