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GATE 2023 Soil Mechanics & Foundation Engineering Quiz 62
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Question 1
Consider the following properties for soils X and Y.
Question 2
The zero air void line shows: -
Question 3
Classify the soil as per IS soil classification system :
Liquid Limit = 90%
Plastic Limit = 40%
Liquid Limit = 90%
Plastic Limit = 40%
Question 4
Assertion (A) : Permeability of dry of optimum is found out to be more than that of wet of optimum at same compactive effort.
Reason (R) : More random orientation of particles on wet side leads to lesser permeability.
Question 5
Test are conducted on a soil sample in-situ and in the laboratory. Insitu void ratio and dry density of the soil was found to be 0.6 and 16.37 kN/m3. Laboratory tests result maximum and minimum void ratio of same soil to be 0.8 and 0.4 respectively. If specific gravity of soil solids is 2.67, then relative density and relative compaction will be around –
Question 6Multiple Correct Options
A 650 gm soil sample was subjected to a sieve analysis and umulative percentage retained as 4.75 mm, 2mm, 1mm and 450 mm sieve were obtained as 130, 260, 455 and 585 gm respectively. In reference to the cumulative percentage of particular retained an different sieve. Choose the correct options.
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Jul 12ESE & GATE CE