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A
Neither (Heel divergence) nor (length of tongue rail)
B
Heel divergence only
C
Length of tongue rail only
D
Both (Heel divergence) and (length of tongue rail)
A
axial
B
compressive
C
tensile
D
shear
A
-1/10
B
+1/10
C
+1/16
D
+1/12
A
Distribution system
B
Design period
C
Rate of consumption
D
Rate of demand
A
Geodetic survey
B
Chain survey
C
Compass survey
D
Plane table survey
A
0.40
B
0.48
C
0.253
D
0.46
A
σ = (p*d)/4t
B
σ = (p*d)/ t
C
σ = (p*d)/3t
D
σ = (p*d)/2t
A
Over turning and piping
B
Undermining and uplift
C
Overturning and uplift
D
Seepage and segregation
A
55.5%
B
47.5%
C
31%
D
90%
A
(⅀Wi xi)/Y
B
(⅀Wi xi)/W
C
(⅀Wi xi)/X
D
(⅀Wi yi)/W
A
Poly carboxylate
B
Calcium formate
C
Triethanolamine
D
Silica fume
A
0.091 m
B
0.01 m
C
10 m
D
9.01 m
A
IS - 2720 - PART 7 -1983
B
IS - 2720 - PART 5 -1985
C
IS - 2720 - PART 8 -1979
D
IS - 2720 - PART 6 -1963
A
Curve widening
B
Camber
C
Road widening
D
Super elevation
A
for the fire demand plus the coincident draft of water or the maximum hourly demand of water, whichever is more.
B
for the coincident draft of water or the maximum hourly demand of water, whichever is more.
C
for domestic water demand plus the coincident draft of water, whichever is less.
D
for the fire demand plus maximum daily demand of water.
A
Magnetic particle test
B
Visual testing
C
Dye penetrant testing
D
Ultrasonic testing
A
The canal is full and the drainage empty with the water table at drainage bed
B
The canal is full and the drainage empty with water table below the floor
C
The canal and drainage are flowing full
D
The canal is empty and the drainage full with the water table at drainage bed
A
VED Analysis
B
FTMN Analysis
C
HML Analysis
D
GOLF Analysis
A
Reciprocating meter.
B
Displacement meter
C
Disc meter
D
Inferential meter
A
Equilibrium
B
Unstable equilibrium
C
Neutral equilibrium
D
Stable equilibrium