English bond
Flemish bond
Russian band
Mixed bond
B. Flemish bond
The lowest layer consists of consolidated ground
A 10 cm thick clean sand is laid on consolidated ground
A 10 cm lime concrete (1 : 4 : 8) is laid on clean sand
A 10 cm thick cement concrete (1 : 2 : 4) is laid on top layer
Grouting
Chemical action
Drainage
Compaction
Round steps
Angular steps
Winders
Radial steps
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
The maximum projection of the corbel should not be more than the thickness of the wall
The maximum projection of each corbel course should be limited to a quarter brick at a time
The discontinuous corbels are used to carry heavy concentrated loads
Stretcher bond is generally used for the construction of brick corbel
Buttress
Leaf wall
Pilaster
Pillar
Dubbing
Hacking
Blistering
Peeling
Simplex pile
Mac-Arthur pile
Raymond pile
Franki pile
5 to 10 cm
15 to 20 cm
25 to 30 cm
30 to 45 cm
Topping
Bedding
Screeding
None of these
Scaffolding
Dead shore
Raking shore
Under pinning
25% to total area
30% of total area
40% to total area
50% of total area
A combined footing is so proportioned that centre of gravity of supporting area coincides with centre of gravity of two column loads
A combined footing may be either rectangular or trapezoidal in shape
Trapezoidal shaped footings may be provided under any loading
All the above
Granite
Marble
Sand stone
Slate
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
Simplex pile
Pedestal pile
Vibro pile
Both (a) and (c) of the above
Friction pile
Sheet pile
Batter pile
Anchor pile
Reinforced marble floor
Terrazzo floor
Marble floor
Chip floor
Retaining wall
Breast wall
Buttress
Parapet wall
1 day
4 days
7 days
14 days
Simplex pile
Franki pile
Pressure pile
Vibro pile
Combined footing
Raft footing
Pier footing
Strap footing
(P/w) × [(1 + sin φ)/(1 - sin φ)]²
(P/w) × [(1 - sin φ)/(1 + sin φ)]²
(P/2w) × [(1 - sin φ)/(1 + sin φ)]²
(P/w) × [(1 + sin φ)/(1 - sin φ)]
0.5 m
0.7 m
0.9 m
1.2 m
Bearing capacity is low
Permeability is uncertain
Particles are cohesive
Property to undergo a volumetric change due to variation of moisture content
Raft foundation
Grillage foundation
Well foundation
Isolated footing
The projection of the concrete block beyond the footing over it
The upward soil pressure
The mix of the concrete
All the above
10 m
15 m
20 m
40 m
Header
Stretcher
Closer
None of these
Ground level
Plinth level
Water table level
Midway ground level and water-table level