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Option 3 : 3 and 4 only

The soils having a size between 4.75 mm to 80 mm are considered as Coarse-grained soils and they are generally angular, flaky, or rounded shaped which can be easily predicted by visually.

While fine-grained soils have a very fine texture and small size particles which is difficult to identify them visually. Therefore, fine-grained soils are identified using the dilatancy test.

In dilatancy test, a wet soil sample is kept in the palm and observe the movement of water during shaking, squeezing (by closing hand)   and following criteria is used generally for classifying the fine-grained soil:

Soil Type

Observation during Dilatancy test

Clay

Water slowly appears and remains on the surface during shaking or water slowly disappears upon squeezing.

Silt

Water quickly appears on the surface during shaking and quickly disappears upon squeezing.

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