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)
C. Both (a) and (b)
Ridge
Hip
Valley
None of these
9 cm × 9 cm × 9 cm
9 cm × 9 cm × 4.5 cm
9 cm × 4.5 cm × 9 cm
1.8 cm × 4.5 cm × 9 cm
Skew back
Soffit
Spandril
Haunch
Style
Reveal
Mullion
Post
Pile formation
Raft foundation
Grillage foundation
None of these
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
Finishing of concrete
Curing of concrete
Placing of concrete
Compaction of concrete
Between ceiling and ground level
Between ceiling and floor level
Upto roof above ground level
Upto ceiling from the ground level
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Dormer window
Lantern window
Louvered window
Sky window
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
du
1.25 du
1.5 du
1.75 du
Friction pile
Sheet pile
Batter pile
Anchor pile
Heat insulated
Sound insulated
Neither (a) nor (b)
Both (a) and (b)
Stronger
More compact
Costly
None of the above
Undergoes volumetric changes
Swells excessively when wet
Shrinks excessively when dry
All the above
The retaining wall should be structurally capable to resist the applied earth pressure
The section of the retaining wall should be so proportioned that it may not overturn by the lateral pressure
The retaining wall should be safe against sliding
To drain off water from the earth retained, weep holes are provided near the top of the retaining wall
50 cm
60 cm
80 cm
90 cm
2 metres
2.5 metres
3 metres
None of the above
Cork flooring
Glass flooring
Wooden flooring
Linoleum flooring
Recessed pointing
Weather pointing
V-pointing
Tuck pointing
Jambs
Lintels
Reveals
Soffits
0°
30°
60°
90°
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
Distance of C.G. of the loads from the smaller column = 3.00 m
The length of the foundation slab = 7.00 m
Area of footing slab = 11.00 m2
All the above
Retaining wall
Breast wall
Buttress
Parapet wall
Strip footing
Strap footing
Combined footing
Raft footing
The width of the wall is constructed thicker at the base in a stepped fashion
A long vertical load transferring concrete structure is called a concrete pile
In pile which transfers the load to the soil by the friction between the pile and the surrounding soil is called friction pile
The pile which transfers the load to a hard rock bed at certain depth is called load bearing
In Flemish bond, headers and stretchers are laid alternately in the same course
In Flemish bond every header in each course lies centrally over every stretcher of the underlying course
In English bond, stretchers are laid in every course
In English bond, headers and stretchers are laid in alternate courses
Arches require more headroom to span the openings like doors, windows etc.
Arches require strong abutments to withstand arch thrust
Arches are difficult in construction
All of the above