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Sheep-foot-rollers is most suitable for compacting ____________

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in Geotechnical Engineering I by (102k points)
Sheep-foot-rollers is most suitable for compacting ____________

(a) Fine-grained soil

(b) Cohesive soil

(c) Cohesion-less soil

(d) Clay soil

I have been asked this question during an interview.

I'd like to ask this question from Field Compaction Test topic in portion Compaction of Geotechnical Engineering I

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The correct answer is (b) Cohesive soil

The explanation: Sheet-foot-rollers are recommended for compacting cohesive soils, but are not considered effective on coarse grained cohesion-less soil.

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