Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 20)

Soil Mechanics and Foundation Engineering

20.

The consolidation time for soils

increases with increasing compressibility

decreases with increasing permeability

increases rapidly with increasing size of soil mass

is independent of the magnitude of the stress change.

All the above.

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

14 comments Page 2 of 2.

Ashu said: 7 years ago

Only B is correct I think.

Garry said: 8 years ago

Only B option is correct.

HTB said: 8 years ago

How option C and D are correct? Please explain.

Arpita said: 9 years ago

Here, Cv = ((k) * (1+e0)/(Av * Yw)).

Post your comments here:

Quick links

Quantitative Aptitude

Verbal (English)

Reasoning

Programming

Interview

Placement Papers