Set 2
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Question 1 of 100
The 'final setting time' of Ordinary Portland Cement (OPC 43 grade) as per IS 269 shall NOT exceed:
Question 2 of 100
Which type of bond in brick masonry provides the highest lateral strength and is recommended for load-bearing walls?
Question 3 of 100
The 'bulking of sand' phenomenon refers to:
Question 4 of 100
In chain surveying, a 'perpendicular offset' is used to locate a point that is:
Question 5 of 100
As per IS standards, the 'compressive strength' of a first-class brick shall not be less than:
Question 6 of 100
In plane table surveying, the method of 'radiation' is used to locate points by:
Question 7 of 100
The 'Softwood' timber species (e.g., Deodar, Pine) differs from hardwood in that it:
Question 8 of 100
The 'reduced level' (RL) of a point in levelling is calculated as:
Question 9 of 100
The 'plinth area estimate' of a building is prepared by multiplying the plinth area by the:
Question 10 of 100
Bitumen is graded in Nepal/India by its 'penetration value'. A higher penetration value indicates:
Question 11 of 100
The 'liquid limit' of soil is determined using the Casagrande apparatus. The LL is defined as the water content at which a groove closes over a length of 12 mm in:
Question 12 of 100
The 'coefficient of permeability' (k) of a soil is most accurately measured in the laboratory for fine-grained soils using:
Question 13 of 100
In the 'oedometer (consolidation) test', the 'coefficient of consolidation' (c_v) is determined from the time–settlement curve using:
Question 14 of 100
Which type of pile derives its load-carrying capacity primarily from skin friction along the pile shaft rather than end bearing?
Question 15 of 100
The 'Standard Proctor Test' compacts soil using a 2.5 kg rammer dropped from 30 cm height, in 3 layers with 25 blows per layer in a mould of volume:
Question 16 of 100
The 'factor of safety against sliding' for a retaining wall is calculated as the ratio of:
Question 17 of 100
In a 'flow net', if the number of flow channels is N_f and number of equipotential drops is N_d, the seepage flow per unit width is:
Question 18 of 100
The 'sensitivity' of a clay is defined as the ratio of:
Question 19 of 100
The 'Unified Soil Classification System' (USCS) symbol 'CH' represents:
Question 20 of 100
The 'degree of consolidation' (U%) represents the ratio of:
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