LOADING
Question
Statement A: The plate load test is a short duration test and is not suitable in cohesive soils.
Statement B: Plate load test does not record the total settlement of the test plate in clayey soils.
dFku A% IysV yksM ijh{k.k ,d NksVh vof/k dk ijh{k.k gS vkSj ;g lalatd e`nkvksa esa mi;qDr ugha gSA
dFku B% IysV yksM ijh{k.k fpduh feðh esa ijh{k.k IysV ds dqy fuiVku dks fjdkWMZ ugha djrk gS
A.
Both the statements A and B are true but B is not the correct explanation of A
B.
Statement A is true but B is false
C.
Statement A is false but B is true
D.
Both the statements A and B are true and B is the correct explanation of A
Answer ( Option D)

Both the statements A and B are true and B is the correct explanation of A

Solution

This test is valid for cohesionless soil because it measures the immediate settlement only which can be achieved in a short duration. Hence, It is called short duration test.
Limitations of plate load test (PLT):
It is essentially a test of short duration. For clayey soil, it does not give an ultimate settlement. The load-settlement curve is not truly representative.
The test on a plate of size larger than 0.6 m width is difficult. 
The test should be placed at the water table level if it is within 1m below the footing. If the water table is above the footing, it has to be lowered by pumping. 
The ultimate bearing capacity of clays is independent of the size of the plate, while for cohesionless soil it increases with the size of the plate. 
The plate load test does not truly represent the actual conditions if the soil is not homogenous and isotropic to a large depth.

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