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 2 of 3.
Bazid said:
6 years ago
Shrinkage limit = liquid limit - shrinkage limit.
(1)
Rahul Gujarati said:
6 years ago
S.limit = L.L - S.L.
Kamran Iqbal said:
6 years ago
All the options are correct except (C).
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.
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.
Omid said:
6 years ago
C is wrong, it is LL-SL=SI.
(2)
Einstein said:
5 years ago
Only option A and B are correct.
Rakshith R said:
5 years ago
Option C is the correct one. I also agree.
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)
Vishal said:
5 years ago
Only, Option C is correct one.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers