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A
In any direction
B
In both long and short directions
C
In short direction only
D
In long direction only
A
At 45 degree to contour lines
B
Parallel to contour lines
C
Perpendicular to counter lines
D
Along the contour lines
A
less than 80% (B)
B
less than 50%
C
Greater than 50%
D
Greater than 80%
A
incremental increase method, arithmetical increase method
B
graphical method, geometrical method
C
ratio and correlation, growth composition method
D
comparative method, zoning method
A
Velocity depth
B
Pressure depth
C
Critical depth
D
Energy depth
A
Tensile test
B
Hammer test
C
Falling weight and hammer test
D
Falling weight test
A
38 days
B
10 days
C
12 days
D
16 days
A
Laminar flow
B
Rotational flow
C
Turbulent flow
D
Compressible flow
A
Prevention cost
B
External failure cost
C
Internal failure cost
D
Appraisal cost
A
Profit Side
B
Loss side
C
Credit side
D
Receipt side
A
To Provide lateral confinement
B
To fill up the voids in the compacted layer of coarse aggregates
C
To fill the voids in the shoulders
D
To prevent ravelling of the stones
A
Instrument
B
Shape of the earth
C
Object
D
Nature of field survey
A
Axis method
B
Bowditch`s method
C
Graphical method
D
Transit method
A
RSDO
B
RDSO
C
CRIS
D
IRCTC
A
IRC Class B
B
IRC Class A
C
IRC Class 70 R
D
IRC Class AA
A
Mohr`s circle
B
Euler`s method
C
Moment area method
D
Poisson`s ratio method
A
10 cm
B
30 cm
C
5 cm
D
15 cm
A
Calcium chloride
B
Lignosulphonate
C
Vinsol Resin
D
Hydroxylated carboxylic acids
A
Directly proportional
B
Does not depend on
C
Inversely proportional
D
Directly proportional to square of w/c ratio
A
Profiling of earth features
B
Reservoir capacity estimation
C
Determining invisibility between stations
D
Location of watershed line