Civil Engineering Questions And Answers :: Soil Mechanics And Foundation: part3



Civil Engineering : Soil Mechanics And Foundation QUESTIONS AND ANSWERS :: part3 : 6 to 10

Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :

6.The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.28
036
0.036

7.Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

increases by 25%
increases by 50%
increases by 33.3%
decreases by 33.3%

8.Compressibility of sandy soils is

almost equal to that of clayey soils
much greater than that of clayey soils
much less than that of clayey soils
none of the above

9.The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with time
effective stress with depth
pore water pressure with depth
pore water pressure with time

10.Total number of stress components at a point within a soil mass loaded at its boundary is

3
6
9
16

More Soil Mechanics And Foundation QUESTIONS AND ANSWERS available in next pages

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