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 7 of 13.
Ankit Joshi said:
1 decade ago
I have a question to @Mr. V. Ramesh that how 89.55 becomes 88 and 23.65 becomes 23?
K s chetan said:
1 decade ago
Hello @Mr.V Ramesh.
How come it possible Liquid limit = 70*(10/25)^0121 = 89.55%?
How come it possible Liquid limit = 70*(10/25)^0121 = 89.55%?
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?
Avnit said:
6 years ago
Flow index = (70-20)/log(100/10) = 50.
50 = (W-20)/log(100/25).
Therefore W = 50.
50 = (W-20)/log(100/25).
Therefore W = 50.
Brijesh Singh Satyal said:
8 years ago
Flow index = -(W2-W1) / ln(N1/N2).
From the given data, it comes out to be 50.
From the given data, it comes out to be 50.
Varsha said:
9 years ago
Interpolation technique is very simple & easily understand to solve this..
Pradeep said:
9 years ago
Moisture content 10 blows 20%.
Moisture content 100 blows 70%.
Answer is 65%.
Moisture content 100 blows 70%.
Answer is 65%.
Ashok said:
1 decade ago
Please anyone explain the proper and simple definition of the liquid limit?
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%.
Ritesh said:
9 years ago
According to me,
By using the method of interpolation, my answer is 50.10.
By using the method of interpolation, my answer is 50.10.
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