Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 20)
20.
The consolidation time for soils
Discussion:
14 comments Page 1 of 2.
Pradipto Sarkar said:
7 years ago
All options are correct.
t = (Tv*d^2*Yw*av)/(k*(1+e)).
t = (Tv*d^2*Yw*av)/(k*(1+e)).
(1)
Arpita said:
9 years ago
Here, Cv = ((k) * (1+e0)/(Av * Yw)).
HTB said:
8 years ago
How option C and D are correct? Please explain.
Garry said:
8 years ago
Only B option is correct.
Ashu said:
7 years ago
Only B is correct I think.
Deepak said:
7 years ago
I think Option A is not correct. Then how it would be D?
KR. Sheela said:
7 years ago
Give an explanation for the answer.
Tushar said:
6 years ago
I think A is not correct option.
Ajay said:
6 years ago
If soil compresses continuously then the consolidation process required to remove air from soil, therefore, consolidation time increase.
If soil doesn't compress then consolidation not required.
If soil doesn't compress then consolidation not required.
Ali Zafar said:
6 years ago
If you see the formula as mentioned above, E is correct.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers