61.The soil transported by wind is called ?
- aeolian soil
- marine soil
- alluvial soil
- lacustrine soil
62.According to Stoke's law, the velocity at which grains settle out of suspension, all other factors being equal, is dependent upon ?
- shape of the grain
- weight of the grain
- size of the grain
- all of these
63.The soil transported by running water is called ?
- aeolian soil
- marine soil
- alluvial soil
- lacustrine soil
64.A civil engineer is concerned mainly with ........ top mantle of soil in dealing with small and medium sized projects ?
- 2 to 5 m
- 5 to 8 m
- 8 to 10 m
- 10 to 15 m
65.The high density of the soil placed in a fill is desired in order to ?
- increase its shear resistance
- reduce future settlements
- reduce percolation through the fill
- all of these
66.If the pores of a soil are completely full of air only, the soil is said to be ?
- wet soil
- dry soil
- fully saturated soil
- partially saturated soil
67.A dry soil sample weighing 100 g has volume of 60 ml and specific gravity 2.5. Its void ratio ?
- 0.4
- 0.5
- 0.6
- 0.8
68.The property of a soil which is of great importance in finding settlement of structures, is ?
- permeability
- shear strength
- consolidation
- compressibility
69.The bearing capacity of a soil depends upon ?
- grain size of the soil
- size of the footing
- shape of the footing
- all of these
70.The flow index in soils indicates the ?
- ratio of liquid limit to plastic limit
- variation of liquid limit
- variation of plastic limit
- shear strength variation with water content.
- 2 to 10
- 2 to 15
- 2 to 20
- 2 to 30
- moist sand containing small particles
- condition which occurs in coarse sand
- condition in which a cohesionless soil loses all its strength because of upward flow of water
- none of the above
- stress in the soil
- total settlement
- over consolidation ratio
- time rate of settlement
- has low permeability
- has high compressibility
- may or may not be plastic
- all of these
- directly proportional to void ratio
- increases with the decrease in void ratio
- inversely proportional to specific gravity
- increases with the decrease in specific gravity of soil
- deposited in sea water
- deposited at the bottom of the lakes
- transported by running water
- transported by wind
- sands
- silts
- clays
- all of these
- void ratio
- porosity
- specific gravity
- degree of saturation
- 0.2
- 0.6
- 0.8
- 1.2
- liquid limit, plastic limit and shrinkage limit
- plastic limit, liquid limit and shrinkage limit
- shrinkage limit, plastic limit and liquid limit
- plastic limit, shrinkage limit and liquid limit.
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