Time Left : 00:00
A
Between top fiber and neutral axis
B
Neutral axis
C
Bottom fiber of section
D
Top fiber of section
A
Filtration
B
Distribution system
C
Public demand of water
D
Water supply scheme
A
Controlling
B
Scheduling
C
Planning
D
Surveying
A
69.5 m
B
59.5 m
C
79.5 m
D
89.5 m
A
Accurate line of sight
B
Inaccurate angle
C
Accurate angle
D
Inaccurate line of sight
A
Marshall method of Mix Design
B
From field observations
C
California Bearing Ratio Test
D
Compaction method
A
Project scheduling
B
Project being
C
Project planning
D
Project controlling
A
Over and Intensive Irrigation
B
Inadequate Natural Drainage
C
Impervious Obstruction
D
Flat Topography
A
increase the visibility at the curve.
B
introduce centrifugal force gradually between the tangent point and the beginning of the circular curve.
C
introduce longitudinal gradient gradually
D
drain off the rain water from the road surface.
A
0.002
B
0.45fck
C
0.0035
D
0.2
A
Capillary water
B
Free water
C
Ground water
D
Soil water
A
1.93m × 20cm × 22cm
B
1.73m × 20cm × 11cm
C
1.87m × 24cm × 11cm
D
1.83m × 20cm × 11cm
A
75 - 150 mm
B
50 - 100 mm
C
20 - 30 mm
D
25 - 50 mm
A
1300 mm
B
1170 mm
C
2620 mm
D
2172 mm
A
uf = 510 m/s
B
uf = 5.2 m/s
C
uf = 7 m/s
D
uf = 2.28 m/s
A
Total
B
Interfering
C
Free
D
Independent
A
Traversing method
B
Resection method
C
Radiation method
D
Intersection method
A
Distance between center to center of rails
B
Distance between the inner face of rails
C
Distance between webs of two rails
D
Distance between the outer face of rails
A
Normal groyne
B
Constant groyne
C
Repelling groyne
D
Attracting groyne
A
At an inward slope of 1 in 20
B
At an outward slope of 1 in 30
C
Horizontal
D
At an outward slope of in 1 in 20