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
35%
50%
65%
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
123 comments Page 4 of 13.

Noblen said:   4 years ago
50.10 is the correct answer.

It is not a triangle so don't use similar triangles. it is a logarithmic function. interpolate it using ln.
(4)

Sumeet kulkarni said:   8 years ago
@Pratima Yadav.

The formula you put is right but followed that formula we supposed to get 39 (62.56-23.56) this option was not given.

Mudassir Abbas said:   1 decade ago
Just interpolate it on semi log graph paper. i.e No.of blows on logarithmic x-axis and m.c on y-axis and then find LL along 25 blows.

Priya said:   1 decade ago
The arbitrary limit of water content that represents the boundary between the liquid & plastic state is called as liquid limit.

Surya dev said:   8 years ago
By interpolation, we can find the liquid limit corresponding 25 no of blows do not for the gate to take no of blows on lag scale.

Moha cool said:   1 decade ago
@Aakash karoo.

Your simple steps helped me get the right answer which is 65%, the graph part is actually much easier!

Thanks.

Alekhya said:   8 years ago
Water content at 25 blows gives you the liquid limit.

Just interpolate the given values for 25 blows. You get the answer as 65.

Prasantambc said:   6 years ago
70% correspond.

Linear rules:- 70-(((70-20)/(10-100))*(10-25)),
=70-8.33,
= 62.67.

Hareram sah said:   5 years ago
The formula of liquid limit =w* (N/25) ^0.121.

Find, LL for each condition and then subtract them. You will get 65% as answer.
(14)

Sagar Shah said:   1 decade ago
If we use flow index than the answer coming is 50. And plot shall be along log scale wouldn't rough idea from that be wrong?


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