Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 1 (Q.No. 33)
33.
Pick up the correct statement from the following :
Discussion:
23 comments Page 1 of 3.
Maaz said:
2 years ago
Option C is wrong.
Because, Shrinkage index = liquid limit - Shrinkage limit.
Because, Shrinkage index = liquid limit - Shrinkage limit.
(1)
Bhavesh said:
3 years ago
The right answer is Option C.
Plastic limit - shrinkage limit.
Plastic limit - shrinkage limit.
(2)
Surykant said:
4 years ago
Except option D, all are correct.
Toughness index = Plasticity index/Flow index.
Toughness index = Plasticity index/Flow index.
(1)
Vishal said:
5 years ago
Only, Option C is correct one.
John said:
5 years ago
Shrinkage index = Plastic limit - shrinkage limit.
Refer C.Venkathramaiah text on Geotechnical Engineering.
Refer C.Venkathramaiah text on Geotechnical Engineering.
(1)
Rakshith R said:
5 years ago
Option C is the correct one. I also agree.
Einstein said:
5 years ago
Only option A and B are correct.
Omid said:
6 years ago
C is wrong, it is LL-SL=SI.
(2)
Sasmita Nayak said:
6 years ago
Toughness Index = plasticity index/flow index.
Shrinkage Index = Liquid limit-shrinkage Limit.
Except (C),(D) all are correct.
Shrinkage Index = Liquid limit-shrinkage Limit.
Except (C),(D) all are correct.
Shariful (AMIEB) said:
6 years ago
The ratio of the plasticity index to the flow index (not flow limit), is known as the toughness index of the soil.
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