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Civil Engineering - GATE Exam Questions

Exercise : GATE Exam Questions - Section 1
21.
The kinetic energy correction factor for a full developed laminar flow through a circular pipe is
1.00
1.33
2.00
1.50
Answer: Option
Explanation:
No answer description is available. Let's discuss.
22.
The slope of the e-log p curve for a soil mass gives :
coefficient of permeability, k
coefficient of consolidation Cv
compression index, Cc
coefficient of volume compressibility, mv
Answer: Option
Explanation:
No answer description is available. Let's discuss.
23.
The modulus of subgrade reaction is obtained from the plate bearing test in the form of load-deformation curve. The pressure corresponding to the following settlement value should be used for computing modulus of subgrade reaction
0.375 cm
0.175 cm
0.125 cm
0.250 cm
Answer: Option
Explanation:
No answer description is available. Let's discuss.
24.
X-component of velocity in a 2-D incompressible flow is given by u = y2 + 4 xy. If Y-com-ponent of velocity 'v' equals zero at y = 0, the expression for 'v' is given by
4y
2y2
-2y2
2xy
Answer: Option
Explanation:
No answer description is available. Let's discuss.
25.
Consolidation in soils
is a function of the effective stress
does not depend on the present stress
is a function of the pore water pressure
is a function of the total stress
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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