A granular soil with Gs$=2\mathrm{.}65,$ emax$=0\mathrm{.}87,$ and emin$=0\mathrm{.}52$ is compacted to a moist unit

weight of $117$ lb$/$ft$3$ at moisture content of $11\%.$ What is the relative density of this compacted

granular soil? What is the $$state of packing$$ or $$denseness$?$ In a direct shear test, do you expect

this soil to dilate or contract during shear?A granular soil with Gs$=2\mathrm{.}65,$ emax$=0\mathrm{.}87,$ and emin$=0\mathrm{.}52$ is compacted to a moist unit

weight of $117$ lb$/$ft$3$ at moisture content of $11\%.$ What is the relative density of this compacted

granular soil? What is the $$state of packing$$ or $$denseness$?$ In a direct shear test, do you expect

this soil to dilate or contract during shear?