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.Management Sciences
A. constant head method
B. falling head method
C. horizontal permeability test
D. none of the above
Related Mcqs:
- Water content of soil can______________?
- A. never be greater than 100 % B. take values only from 0 % to 100 % C. be less than 0 % D. be greater than 100 %...
- If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is________________?
- A. less than specific gravity of soil B. equal to specific gravity of soil C. greater than specific gravity of soil D. independent of specific gravity of soil...
- At liquid limit, all soils possess________________?
- A. same shear strength of small magnitude B. same shear strength of large magnitude C. different shear strengths of small magnitude D. different shear strengths of large magnitude...
- A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is__________________?
- A. 10 mm B. 20 mm C. 40 mm D. none of the above...
- In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on__________________?
- A. horizontal plane only B. vertical plane only C. both horizontal and vertical planes D. all planes except horizontal and vertical planes...
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