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3.2 The moist unit weight of a soil is

`17.8k(N)/(m^(3))`

and the moisture content is

`14%`

. If the specific gravity of the soil solids is 2.69 , calculate the following: a. Dry unit weight b. Void ratio c. Degree of saturation 3.3 Refer to Problem 3.2. For a unit volume of the soil, determine the various quantities of the phase diagram shown in Figure 3.13. Figure 3.13