MCQOPTIONS
Bookmark
Saved Bookmarks
→
Soil Mechanics
→
Secondary Consolidation Three Dimensional Consolidation 1 in Soil Mechanics
→
Darcy’s law describes the state of flow within ..
1.
Darcy’s law describes the state of flow within individual pores.
A.
True
B.
False
Answer» C.
Show Answer
Discussion
No Comment Found
Post Comment
Related MCQs
If the coefficient of percolation is 18*10-7cm/s and void ratio is 0.5, then the coefficient of permeability k is _________
If the coefficient of permeability of soil is 9*10-7cm/s and porosity is 0.33, then its coefficient of percolation is ______
The relationship between coefficient of permeability and coefficient of percolation is ______
The velocity of flow is proportional to _________ according to Darcy’s law.
If the soil has discharge velocity is 9*10-7cm/s and the voids ratio of 0.5, then the seepage velocity will be _______
If the discharge velocity is 4*10-7cm/s and the porosity is 33%, then the seepage velocity will be _______
The unit coefficient of permeability is ______
The coefficient of permeability of clean gravel is _________
Seepage velocity is inversely proportional to hydraulic gradient.
The relation between discharge velocity and seepage velocity is ________
Reply to Comment
×
Name
*
Email
*
Comment
*
Submit Reply