Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 3 (Q.No. 19)
19.
A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is
Discussion:
48 comments Page 4 of 5.
CHAUDHARY said:
8 years ago
@Samkit
GI = .2 * 25 + .01 * 40 * 15 + .005 * 20 * 25 = 13.5.
GI = .2 * 25 + .01 * 40 * 15 + .005 * 20 * 25 = 13.5.
Amit naik said:
6 years ago
The correct answer is option D. Agree with the given answer.
Kamlesh said:
8 years ago
16.125 is the correct and,
a = 25.
b = 40.
c = 25.
d = 20.
a = 25.
b = 40.
c = 25.
d = 20.
Vivek said:
1 decade ago
Pl-10 = Plasticity index-10 = 25-10 = 15.
GI = 14.875.
GI = 14.875.
Harshitha said:
10 years ago
Which answer is correct. Can I know how to solve?
Md Imran said:
4 years ago
Right @Pkota.
I too agree, the answer is 13.5.
I too agree, the answer is 13.5.
(1)
Raj said:
6 years ago
13.5 is the correct answer of this question.
Omi said:
4 years ago
Agree @Vivek
14.875 is the right answer.
14.875 is the right answer.
Guri said:
5 years ago
You are right, thanks @Gaurav Sharma.
(1)
Bhuvi. said:
6 years ago
13.5 will be the correct answer.
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