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SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 22




Welcome to your SSC JE Civil Engineering Objective Exam in 2018 Practice test Day - 22
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 15 mins to complete the test (15 Questions)
Wish you all the best!!!
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In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface

Coefficient of compressibility is

Which of the following methods is more suitable for the determination of permeability of clayey soil?

Select the correct statement.

For general engineering purposes, soils are classified by

According to Coulomb's wedge theory, the active earth pressure slides the wedge

If a soil undergoes a change in shape and volume by application of external loads over it, but  recovers its shape and volume immediately after removal of the load, the property of the soil is  said to be

If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

The ratio of the weight of water to the weight of solids in a given mass of soil, is known

'Talus' is the soil transported by

Rankine's theory of earth pressure assumes that the back of the wall is

The clay mineral with the largest swelling and shrinkage characteristics is

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

The water content in a soil sample when it continues to loose weight without loosing the volume,  is called

If drainage is permitted throughout the test, during the application of both normal, and shear  stresses so that full consolidation occurs and no excess pore pressure is set up at any stage of the  test, is known as
 








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