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This question belongs to Geological Engineering Engineering Properties Of Rocks And Soils

Engineering Properties of Rocks and Soils

?

The unconfined compressive strength (UCS) test is not suitable for:

A) Dry sand B) Clay C) Silty clay D) Saturated clay E) 1

Answer & Solution

Dry sand lacks cohesion and cannot stand unsupported.UCS is only valid for cohesive soils.

Question posted by Examveda

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