Three centred arch
Two centred arch
Lancet arch
Bull's eye arch
C. Lancet arch
90 mm
150 mm
190 mm
200 mm
Hardness test
Workability test
Weight test
Toughness test
Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole
Caving or mixing of strata are caused in soft soils or cohesionless soils
The soil to a considerable depth below the bottom of the hole gets disturbed
All the above
Bat
Header
Stretcher
Closer
Ground level
Plinth level
Water table level
Midway ground level and water-table level
Providing increased area of foundation over poor bearing capacity of soil
Spanning over small soft or loose pockets
Counter acting the hydrostatic effect
All the above
Balusters
Strings
Newel posts
Soffits
Half brick
Queen closer
King closer
Bevelled closer
Three centred arch
Two centred arch
Lancet arch
Bull's eye arch
Pile formation
Raft foundation
Grillage foundation
None of these
Perpendicular distance between intrados and extrados
Vertical distance between springing line and intrados
Perpendicular distance between springing line and extrados
None of the above
Ashlar arch
Rubble arch
Gauged arch
Axed arch
10 m
15 m
20 m
40 m
Under-ream pile
Friction pile
Bearing pile
Sheet pile
Shed type
Gable type
Gambrel type
Mansard type
Double Flemish bond facing and English bond backing in each course
English bond facing and double Flemish bond backing in each course
Stretcher bond facing and double Flemish bond backing in each course
Double Flemish bond facing and header bond backing in each course
Free from voids
Glossy
Durable
Uniform
5 cm
7.5 cm
10 cm
15 cm
300 to 350 mm
400 to 450 mm
500 to 550 mm
600 to 650 mm
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
15 cm × 15 cm × 1.8 cm
20 cm × 20 cm × 2 cm
22.5 × 22.5 cm × 2.2 cm
All the above
25 mm
25 to 40 mm
40 to 65 mm
65 to 100 mm
Construction piles
Raking piles
Eccentric piles
Sinking piles
Looking through the well in the vicinity
Standing on the well in the vicinity
Measuring the depth of water in the well
None of the above
English cross bond
Dutch bond
Monk bond
Rat-trap bond
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
In dog-legged stairs, no space between its flights is provided
In open newel stair, a rectangular well is provided
In geometric stair, a curved shaped well between forward and backward flights, is provided
In geometrical stair, two quarter space landing is provided
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
In king post truss, one vertical post is used
In a queen post truss, one vertical post is used
In a queen post truss, two vertical posts are used
None of these