MCQOPTIONS
Bookmark
Saved Bookmarks
→
Geotechnical Engineering
→
Swedish Slip Circle Method in Geotechnical Engineering
→
The value of K0(coefficient of earth pressure at r..
1.
The value of K0(coefficient of earth pressure at rest) for loose sand is_________?
A.
0.6
B.
0.5
C.
0.4
D.
0.8
Answer» D. 0.8
Show Answer
Discussion
No Comment Found
Post Comment
Related MCQs
What will be the coefficient of earth pressure at rest for a rigid retaining wall, If the backfill consists of cohesion less soil having φ = 26°?
The expression for K0 as given by Jacky is ___________
The value of K0(coefficient of earth pressure at rest) for loose sand is __________
The earth pressure at rest exerted on a retaining structure can be calculated using __________
If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is __________
The factor that is responsible for inclination of resultant pressure to the retaining wall is __________
Which of the following cases for cohesion less backfill in Rankine’s theory is considered?
Based on the assumptions of Rankine’s theory, the soil mass is __________
Rankine’s theory of lateral pressure was extended to other soil by __________
Originally, Rankine’s theory of lateral earth pressure can be applied to only _______
Reply to Comment
×
Name
*
Email
*
Comment
*
Submit Reply