How would you check that the desired compaction is achieved


A soil at a mining site is classified according to USCS as GW-GM.

(a) Would this soil be suitable for the base course of a road?

(b) What type of field compaction equipment would you recommend?

(c) How would you check that the desired compaction is achieved in the field?

(d) Would you specify compaction dry or wet of optimum? Why?

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Civil Engineering: How would you check that the desired compaction is achieved
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