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A
Increases Volume of Soil
B
Increases Water Table Level
C
Decrease Air Circulation
D
Increases Free Gravity Water
A
Material Plan
B
Pension plan
C
Time Plan
D
Manpower Plan
A
290.5
B
180
C
220.22
D
327.2
A
60 min
B
600 min
C
90 min
D
30 min
A
Vadodara
B
Lucknow
C
Pune
D
Nasik
A
33%
B
60%
C
2 times of bond stress
D
25%
A
Vital, Essential and Desirable
B
Value, Engineering and Desirable
C
Value, Essential and Demand
D
Value, Essential and Desirable
A
1.676 m
B
0.762 m
C
1.0 m
D
0.610 m
A
U = XY, V = XY+Y
B
U = X2+Y2 , V = 2XY
C
U= 2X-Y2 , V = X2 -2Y
D
U = X+Y , V = X-Y
A
Most Probable Number(M.P.N)
B
Manufacturer Part Number(M.P.N)
C
Material Part Number(M.P.N)
D
Message Packet Network(M.P.N)
A
Bituminous binder
B
Coarse aggregates
C
Cement
D
Fine aggregates and filler
A
Water-cement ratio affects only the strength of concrete not the quality and durability.
B
Minimum quantity of water should be used to have reasonable degree of workability in concrete.
C
Strength of concrete is inversely proportional to water-cement ratio.
D
Excess water-cement ratio results in the segregation of aggregates from cement paste.
A
Magnitude, point of application, line of action and direction
B
Magnitude, point of application, line of action
C
Magnitude, line of action and direction
D
Point of application, line of action and direction
A
Power of sound
B
Frequency
C
Sound pressure
D
Sound Intensity
A
Depth to width ratio of trench and filling material
B
The depth of flow and the diameter of the pipe
C
Self cleaning velocity
D
Types of slopes
A
59
B
36
C
49
D
4
A
1% and 10%
B
10% and 2%
C
2% and 10%
D
10% and 1%
A
- and + respectively
B
+ and + respectively
C
+ and - respectively
D
- and - respectively
A
Detailed estimate
B
Preliminary estimate
C
Plinth area estimate
D
Cube rate estimate
A
15 N
B
20 KN
C
50 GPa
D
18.64 KN