The seismic method
Electrical resistivity method
Gravitational method
Both (a) and (b) of the above
D. Both (a) and (b) of the above
Scaffolding
Dead shore
Raking shore
Under pinning
Combined footing
Strap footing
Raft footing
None of these
Are vertical wooden members
Is the upper horizontal wooden member
Is the lower horizontal wooden member
Are the intermediate horizontal wooden members
Uneven settlement of abutments
Sliding of voussoirs
Crushing of the material
All the above
Rising of water table
Vibrations caused by traffic movements
Mining in the neighbourhood
All the above
Stretcher
Face
Front
Header
Rocky soils
Clay soils
Sandy soil
All of these
Ashlar arch
Rubble arch
Gauged arch
Axed arch
25% to total area
30% of total area
40% to total area
50% of total area
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
Copper sheets
Lead sheets
Aluminium sheets
All the above
The pile driven in sand is called sand pile
The drilled hole filled with sand is called sand pile
The sand piles are used for bearing purposes
None of these
2 metres
2.5 metres
3 metres
None of the above
90 mm
150 mm
190 mm
200 mm
Cornice
Coping
Frieze
Lintel
Vibro pile
Pressure pile
Franki pile
Pedestal pile
2
3
5
No limit
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
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
Lime mortar with cement in the ratio of in 10 is cheaper and better for outside plaster
For very cold or very hot climate, a compact and closed plan should be provided
On the sea coast, an exposed and open house is generally preferred
All the above
25°
30°
40°
50°
Increase the depth of foundation
Drain the soil
Compact the soil
Replace the poor soil
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
Bearing pile
Friction pile
Sheet pile
Battered pile
Verticals
Reveals
Jambs
None of these
Hardness test
Workability test
Weight test
Toughness test
English cross bond
Dutch bond
Monk bond
Rat-trap bond
Jambs
Lintels
Reveals
Soffits
Raft foundation
Grillage foundation
Well foundation
Isolated footing
Dubbing
Hacking
Blistering
Peeling