Cracking
Dubbing
Blistering
Hacking
C. Blistering
1 day
4 days
7 days
14 days
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Cornice
Coping
Frieze
Lintel
Ridge board
Hip rafter
Eaves board
Valley rafter
A base course is prepared as in cement concrete flooring
A 32 mm thick layer of cement concrete (1 : 2 : 4) is laid on the base course and the surface is made smooth by trowelling
Glass strips are driven into the layer according to the pattern required
After final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material
Jambs
Lintels
Reveals
Soffits
wh × [(1 - sin φ)/(1 + sin φ)]
(wh/2) × [(1 - sin φ)/(1 + sin φ)]
wh × √[(1 - sin φ)/(1 + sin φ)]
wh × √[(1 + sin φ)/(1 - sin φ)]
Strip footing
Strap footing
Combined footing
Raft footing
25 to 50 mm
25 to 75 mm
30 to 125 mm
50 to 100 mm
10
12
15
No limit
Cement is added to lime mortar to increase its hydraulic properties only
Lime surkhi mortar is used for pointing the walls
Lime should be slaked before preparing lime mortar
High early strength concrete is generally used in cold weather
The silt soil has particle size from 0.02 mm to 0.06 mm
In organic fine grained silt soil possesses no plasticity
The least plastic type normally consists of more or less equidimensional grains of quartz
All the above
H-pile
Screw pile
Disc pile
Pipe pile
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
Two directions without break in the slope on each side
Two directions with break in the slope on each side
Four directions without break in the slope on each side
Four directions with break in the slope on each side
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
Reverberation
Echo
Intensity of sound
Interference
At the centre of the base
Within the middle third of the base
Within the middle fifth of the base
Neither (a), (b) nor (c)
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
Ground level
Plinth level
Water table level
Midway ground level and water-table level
1/6th of the span
1/8th of the span
1/10th of the span
1/12th of the span
2 cm
4 cm
6 cm
8 cm
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
Transoms
Horns
Stops
Chocks
Ridge
Hip
Valley
None of these
Bearing pile
Friction pile
Sheet pile
Battered pile
Ranging rod
Steel tape
Levelling staff
Boning rod
Half brick
Queen closer
King closer
Bevelled closer
20 tonnes/m2
40 tonnes/m2
50 tonnes/m2
60 tonnes/m2
5 mm
10 mm
15 mm
20 mm