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 2 of 13.
Ashok said:
1 decade ago
Please anyone explain the proper and simple definition of the liquid limit?
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.
AMAR DEEP TIWARI said:
1 decade ago
Liquid Limit = (20-70)/(100-10) = (LL-70)/(25-10).
So, LL = 61.67%.
So, LL = 61.67%.
Adsam Gideon said:
1 decade ago
I tried it again and again, I got 50% as answer some one please clarify.
Butera said:
1 decade ago
How do you get 89.55%?
Pankaj said:
1 decade ago
Try it with coordinate geometry.
My answer is 63.33%.
My answer is 63.33%.
Vishal singh said:
1 decade ago
As per graph it comes near 65% and as per flow index its value come 50.10%.
Please anyone explain right one method.
Please anyone explain right one method.
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%?
Vasundhara said:
1 decade ago
I got 61.65% any one explain how it is 65%?
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