
Civil Engineering : Soil Mechanics And Foundation QUESTIONS AND ANSWERS :: part4 : 11 to 15
Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :
11.In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear |
| decreases |
| increases |
| remains unchanged |
| first increases and then decreases |
12.For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as |
| dry of OMC and wet of OMC |
| wet of OMC and dry of OMC |
| wet of OMC and wet of OMC |
| dry of OMC and dry of OMC where OMC is optimum moisture content |
13.Select the incorrect statement. |
| In a direct shear box test, the plane of shear failure is predetermined. |
| Better control is achieved on the drainage of the soil in a triaxial com-pression test. |
| Stress distribution on the failure plane in the case of triaxial compression test is uniform. |
| Unconfined compression test can be carried out on all types of soils. |
14.During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm2 to 0.26 N/mm2, the pore water pressure increases from 0.07 N/mm2 to 0.15 "N/mm2. Skempton's pore pressure parameter B is |
| 0.5 |
| -0.5 |
| 2.0 |
| - 2.0 |
15.Coarse grained soils are best compacted by a |
| drum roller |
| rubber tyred roller |
| sheep's foot roller |
| vibratory roller |
More Soil Mechanics And Foundation QUESTIONS AND ANSWERS available in next pages
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