A. 25%
B. 50%
C. 75%
D. 90%
Correct Answer: 50% ✔
Last Updated: January 13, 2019
Related MCQs
- Contact pressure beneath a rigid footing resting on cohesive soil is__________?
- A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is__________?
- The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing__________?
- Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of__________?
- A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is__________?
- In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be__________?
- Terzaghi’s general bearing capacity formula for a strip footing (C Nc + y D Nq + 0.5 Y NTB. gives__________?
- Allowable bearing pressure for a foundation depends upon__________?
- Coefficient of earth pressure at rest is__________?
- The effect of cohesion on a soil is to__________?
- Bishop’s method of stability analysis__________?
- A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of__________?
- The major principal stress in an element of cohesionless soil within the backfill of a retaining wall is__________?
- Rankine’s theory of earth pressure assumes that the back of the wall is__________?
- The angle that Coulomb’s failure envelope makes with the horizontal is called__________?
- In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on__________?
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- Sensitivity of a soil can be defined as__________?
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- Shear strength of a soil is a unique function of__________?
- Unconfmed compressive strength test is__________?
- In a deposit of normally consolidated clay__________?
- Skempton’s pore pressure coefficient B for saturated soil is__________?
- The shear strength of a soil__________?
- For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as__________?
- For a loose sand sample and a dense sand sample consolidated to the same effective stress__________?
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- The maximum dry density upto which any soil can be compacted depends upon__________?
- Coarse grained soils are best compacted by a__________?
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- Compressibility of sandy soils is__________?
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- Coefficient of consolidation for clays normally__________?
- Time factor for a clay layer is__________?
- Coefficient of consolidation of a soil is affected by__________?
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