Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 1 (Q.No. 1)
1.
In a liquid limit test, the moisture content at 10 blows was 70% and that at 100 blows was 20%. The liquid limit of the soil, is
Discussion:
123 comments Page 4 of 13.
Masoom said:
10 years ago
50.1 is the correct answer, if solved by semi-log graph method. And this method is proper method to solve.
Sukriti dan said:
9 years ago
As per flow index method I get 50.10. By the interpolation I get 61.6. But LIQUID LIMIT = Wn (N / 25)^n, I get 65.
(1)
Sravya iiit basara said:
9 years ago
No, the answer is wrong.
Ammar said:
9 years ago
Wrong answer.
By linear interpolation, for blows 25 find L L.
L. L = 61%.
By linear interpolation, for blows 25 find L L.
L. L = 61%.
RAHUL R K said:
9 years ago
Why all of them are taking the difference between liquid limit for 10 and 100 Nos of blows?
Ganesh Jadhav said:
9 years ago
I think the one point method is not valid rather not necessary because two points are given for example.
Shubham said:
9 years ago
Why the graph is a straight line only?
Maharnur Ajit Prakash said:
9 years ago
Please tell me, why we have to give 25 blows for to find the liquid limit of soil?
Pushkar Goyal said:
9 years ago
Since liquid limit is limit corresponding to 25 nos of blow. Hence by solving it through interpolation I am getting 61.66%. By which the answer should be D Option.
Am I right?
Am I right?
Akshat man said:
9 years ago
We can also use w(n/25)^0,21.
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