Q$1$

$12$ Points

Choose the correct answer.

$($A$)$ Specific Gravity

$($B$)$

B$)$ Unit Weight

$($C$)$ Void Ratio

$($D$)$ All

$2.-.q,$ magnitude can exceed $100\%.$

$($A$)$ Porosity

$($B$)$ Degree of Saturation

$($C$)$ Water Content

$($D$)$ None

$3.$ deposits are formed in

$($C$)$ marine

$($D$)$ None

$($A$)$ Alluvial

$($B$)$ lacustrine

$($C$)$ marine

ons depending on flow rate.

$4.$

$($D$)$ None

$($A$)$ Saturated

$($B$)$ Bulk

$($C$)$ Buoyant

$($D$)$ None

$5.-q,$ considered a mechanical property of soil.

$($A$)$ Permeability

$($B$)$ Stiffness

$($C$)$ Strength

$($D$)$ All

$6-$ The ratio of liquid limit$,$ minus the natural water content to the plasticity index of the soil is called $q,$ index.

$($A$)$ Consistency

$($B$)$ Liquidity

$($C$)$ Plasticity

$($D$)$ None

$7-$ The $q,$ properties of soil are dictated primarily by the minerals that constitute the soil particles.

$($A$)$ Mineral

$($B$)$ Chemical

$($C$)$ Physical

$($D$)$ Mechanical

$8-$Soil $q,$ is the branch of science that deals with the study of the physical properties of soil.

$($A$)$ Sub$-$discipline

$($B$)$ Mechanics

$($C$)$ Engineering

$($D$)$ Properties

$9-$ A soil is in a semi$-$solid state, if the consistency index is

$($A$)$ Zero

$($B$)$ One

$($C$)$ More than unity

$($D$)$ None

$10-$ One$-$point method, used for determining the liquid limit is majorly applicable fo finding $q,$ value.

$($A$)$ Accurate

$($B$)$ Approximate

$($C$)$ Precise

$($D$)$ Rough

$11-$ If the volume of voids is equal to the volume of solids in a soil mass, then the valu of porosity and voids ratio are

$($A$)1$&$0\mathrm{.}5$

$($B$)0\mathrm{.}5$&$1$

$($C$)1$&$0$ respectively.

$($D$)0$ & $1$

$12-$ If the natural moisture content, the liquid limit and plastic limit of a soil sample stated as $30\mathrm{.}5\%,42\mathrm{.}5\%$ and $22\mathrm{.}5\%$ respectively, the ratio of liquidity index and plas index is $q,$

$($A$)0\mathrm{.}5$

$($B$)1$

$($C$)2$

$($D$)4$