Time Left : 00:00
A
Do not change with time
B
is always zero
C
Changes with time
D
is always equal to true meridian
A
Slenderness ratio
B
Crippling load
C
Euler`s formula
D
Buckling load
A
Easy to remove the accident locations
B
Easy to change the alignment
C
Easy to construct, maintain, easy gradients and curves
D
Easy to reconstruct the road and adjust with different weather conditions
A
Water
B
Aggregates
C
Calcium chloride
D
Cement
A
Pore water pressure - Total stress
B
Neutral stress
C
Total stress - Pore water pressure
D
Total stress + Pore water pressure
A
5.60%
B
3.60%
C
2.60%
D
4.60%
A
Off take point
B
Downstream side of off take point
C
Inlet of main channel
D
Upstream side of off take point
A
Incorrect ranging
B
Incorrect length of chain
C
Slope measurement
D
Loose chain
A
De-oxygenation
B
Self-purification
C
Re-oxygenation
D
Dilution
A
0%
B
5%
C
7.5 %
D
10%
A
91.45 %
B
87.13 %
C
81.20 %
D
78.00 %
A
0.57
B
Hw
C
3/2 Hw
D
2/3 Hw
A
1.56 Kg
B
1.42 Kg
C
1.14 Kg
D
1.28 Kg
A
Clayey soil
B
All types of soil
C
Gravelly, sandy and dry soil
D
Silty soil
A
Gunter`s chain
B
British chain
C
Engineer`s chain
D
Revenue chain
A
Tensile strain
B
Shear strain
C
Volumetric strain
D
Compressive strain
A
31.80 m
B
56.60 m
C
185.20 m
D
24.80 m
A
Concentrated
B
Varying
C
Point
D
Uniform
A
Bitumen
B
Granular soil
C
Copper
D
Coarse aggregates and fine aggregates
A
5
B
2
C
4
D
6