b/2
b/3
b/4
b/6
D. b/6
One course of headers to three or five course of stretchers
Queen closer in provided in each heading course
The middle course of stretchers is started with a header to give proper vertical joints
All the above
H-pile
Screw pile
Disc pile
Pipe pile
Dubbing
Hacking
Blistering
Peeling
Granite
Chalk
Slate
Sand stone
Parallel to grains
45° to grains
Perpendicular to grains
Same in all directions
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile
Develops due to lowering of ground water
Both (a) and (b)
Neither (a) not (b)
Random rubble masonry
Coursed rubble masonry
Dry rubble masonry
Ashlar masonry
The bearing capacity of a pile is defined as the load which can be sustained by the pile without producing excessive settlement
The safe bearing capacity of a pile is obtained by dividing the ultimate bearing capacity with a suitable factor of safety
The factor of safety for piles is taken as 6
All the above
Shoring
Scaffolding
Underpinning
Jacking
10 m
20 m
30 m
40 m
Ranging rod
Steel tape
Levelling staff
Boning rod
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
Under-ream pile
Friction pile
Bearing pile
Sheet pile
First class bricks are used
Vertical joints in alternate courses are kept in plumb line
Bats are used where necessary
All the above
Is used to transfer heavy structural loads from steel columns to a soil having low bearing capacity
Is light and economical
Does not require deep cutting as the required base area with required pressure intensity is obtained at a shallow depth
All the above
Strength
Workability
Stability of structure
All the above
Heat insulation
Sound insulation
Prevention of dampness
All the above
Dynamic formula
Static formula
Pile load tests
All the above
Laying bricks as stretchers in cement mortar
Laying bricks as headers in cement mortar
Reinforcing brick wall with iron straps
Constructing brick work within a wooden framework
Two curved arches
Gothic arches
Ogee arches
Drop gothic arches
Perpendicular distance between intrados and extrados
Vertical distance between springing line and intrados
Perpendicular distance between springing line and extrados
None of the above
Are cohesionless aggregates
Vary in size between 2 to 20 mm
Never swell when they come into contact with water
All the above
The direction of the prevailing winds in the area
The exposure of the walls and roof of the buildings to the rays of sun
The extent up to which the sunrays penetrate with the verandah
All the above
Hip
Gable
Ridge
Eaves
Scaffolding
Dead shore
Raking shore
Under pinning
Free from voids
Glossy
Durable
Uniform
Louver
Stop
Horn
Rebate
25 mm
40 mm
65 mm
100 mm