Contact pressure beneath a rigid footing resting on cohesive soil is_________________?

Related Mcqs:

1. 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___________________?

   A. 15 mm
   B. 30 mm
   C. 50 mm
   D. 167 mm

2. If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is__________________?

   A. 90°
   B. 45°
   C. 22.5°
   D. 0°

3. 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_______________?

   A. 15 mm
   B. between 15 mm and 25 mm
   C. 25 mm
   D. greater than 25 mm

4. The most suitable method for drainage of fine grained cohesive soils is________________?

   A. well ppint system
   B. vacuum method
   C. deep well system
   D. electroosmosis method

5. The ultimate consolidation settlement of a structure resting on a soil_______________?

   A. decreases with the increase in the initial voids ratio
   B. decreases with the decrease in the plastic limit
   C. increases with the increase in the initial voids ratio
   D. increases with the decrease in the porosity of the soil

6. Terzaghi’s general bearing capacity formula for a strip footing (C Nc + y D Nq + 0.5 Y NTB. gives______________?

   A. safe bearing capacity
   B. net safe bearing capacity
   C. ultimate bearing capacity
   D. net ultimate bearing capacity where C = unit cohesion

   Y =unit weight of soil D = depth of foundation B = width of foundation N„ Nq, NY = bearing capacity factors

7. 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___________________?

   A. 0.5
   B. -0.5
   C. 2.0
   D. – 2.0

8. If the voids of a soil mass are full of air only, the soil is termed as_______________?

   A. air entrained soil
   B. partially saturated soil
   C. dry soil
   D. dehydrated soil

9. If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in______________?

   A. liquid state
   B. plastic state
   C. semi-solid state
   D. solid state

10. A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively______________________?

    A. 0.5 N/mm2 and 30°
    B. 0.05 N/mm2 and 0°
    C. 0.2 N/mm2 and 0°
    D. 0.05 N/mm2 and 45°