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
D. All the above
Cornice
Coping
Frieze
Lintel
The seismic method
Electrical resistivity method
Gravitational method
Both (a) and (b) of the above
Vertical wooden member on either end
Lower horizontal wooden member
Upper horizontal wooden member
Intermediate horizontal wooden member
L/100
L/150
L/260
L/360
15 mm
25 mm
35 mm
45 mm
English cross bond
Dutch bond
Monk bond
Rat-trap bond
Style
Reveal
Mullion
Post
Hip
Gable
Ridge
Eaves
Ridge
Hip
Valley
None of these
In soils that require lateral support
In cohesive soils
In soft soils
None of the above
Granite
Chalk
Marble
Slate
Purlin
Cleat
Batten
Strut
Horizontal D.P.C. is provided at plinth level in internal walls
D.P.C. is provided under door and verandah openings
Vertical D.P.C. is not provided in internal walls
Cement concrete is a rigid damp-proofing material
Bearing pile
Friction pile
Sheet pile
Battered pile
Platform
Relief
Rest
Landing
Is not suitable for deposits containing very coarse gravel
Hinders the ground water observations and permeability test
Is not economical for holes of less than 10 cm
All the above
3.5 m or less
3.5 m but less than 5 m
5 m but less than 6.5 m
6.5 m but less than 8 m
Deodar and Shishum
Chir and sal
Sal and teak
Chir and deodar
25 mm
40 mm
65 mm
100 mm
Laying bricks as stretchers in cement mortar
Laying bricks as headers in cement mortar
Reinforcing brick wall with iron straps
Constructing brick work within a wooden framework
Coastal regions
Plain regions
Covering large areas
All of the above
1, 2, 3, 4, 5
5, 4, 3, 2, 1
2, 1, 3, 5, 4
3, 2, 5, 1, 4
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
Sand consists of coarse particles of silica formed due to the disintegration of rocks
The grains of sand are not affected by frost
Sand beds are permeable and do not allow water to rise up between pores due to capillary action
All the above
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
Stronger
More compact
Costly
None of the above
25% to total area
30% of total area
40% to total area
50% of total area
1 : 2
1 : 3
1 : 4
1 : 6
du
1.25 du
1.5 du
1.75 du
h/4
1/2 h
h
2 h