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Problem 1(25%): The moist weight of 0.2 f of a soil is 23 Ib. The moisture content and the specific gravity of the soil solids are determined in the labortory to be 1 1 % and 2.7, respectively. Calculate the following: a. Moist unit weight (Ib/ft3) b. Dry unit weight (lb/f3) c. Void ratio d. Porosity e. Degree ofsaturation (%) 5 f. Volume occupied by water (ft3)
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Givren- moist leght 23 lb 3 Volume o2 PH Specific gravity = &.7 Moist uni+ weight (b) ry unit nlight 115 9a 103.60 3603 b/e3o 6 26 1983 x 100 l-te 38 . 50 69 x 100 o 6 2G 1983 volume occupied by intaten valome occupied by waky volume ot voids volumed by Hale셔 = CSX volume of voids) = (0 . 47 H ago Volume occopic 0.0770138) 3

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