
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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