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
C. Measuring the depth of water in the well
H-pile
Screw pile
Disc pile
Pipe pile
Random rubble masonry
Course rubble masonry
Uncoursed rubble masonry
Ashlar masonry
1/6th of the span
1/8th of the span
1/10th of the span
1/12th of the span
Friction pile
Sheet pile
Batter pile
Anchor pile
Cornice
Coping
Frieze
Lintel
Retaining wall
Breast wall
Buttress
Parapet wall
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
Random rubble masonry
Coursed rubble masonry
Dry rubble masonry
Ashlar masonry
Chamfered ashlar masonry
Ashlar facing masonry
Random coursed ashlar masonry
Coursed ashlar masonry
Stairs
Toilets
Light and shafts
All the above
Cavity of a cavity wall should start near ground level
Cavity of a cavity wall should terminate near eaves level of sloping roof
Cavity of a cavity wall should terminate near coping of flat roof with parapet wall
All the above
55 cm
70 cm
85 cm
100 cm
5 to 10 kg/cm2
15 to 20 kg/cm2
30 to 35 kg/cm2
40 to 45 kg/cm2
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
Lengths vary from 6 m to 12 m
Diameter of top of piles varies from 40 cm to 60 cm
Diameter of pile at bottom varies from 20 cm to 28 cm
All the above
Haunch
Spandril
Soffit
Rise
1 metre
2 metres
3 metres
4 metres
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Ashlar arch
Rubble arch
Gauged arch
Axed arch
Are suitable for works under sea water
Resist shocks or vibrations
Are suitable for use as batter piles
Are useful for heavy vertical loads
10 cm
15 cm
Equal to its projection beyond wall base
Less than its projection beyond wall base
0°
30°
60°
90°
Inclined borings are made for taking samples under existing structures
Inclined borings are occasionally used instead of vertical holes
The spacing of inclined borings is kept such that one bore hole is vertically above the bottom of an adjacent bore hole
All the above
The column spacing
One-third the column spacing
Half the column spacing
Three-fourth the column spacing
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
Ashlar arch
Rubble arch
Gauged brick arch
Axed brick arch
2.5 m
3.5 m
4.5 m
5.5 m
Compacting the soil
Draining the soil
Increasing the depth of foundation
Grouting
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
Retaining wall
Breast wall
Buttress
Parapet wall