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3.14 A saturated soil has w=23% and G_(s)=2.62 . Determine its saturated and dry densities in k(g)/(m^(3)) . 3.15 A soil has e=0.75,w=21.5% , and

3.14 A saturated soil has

w=23%

and

G_(s)=2.62

. Determine its saturated and dry densities in

k(g)/(m^(3))

.\ 3.15 A soil has

e=0.75,w=21.5%

, and

G_(s)=2.71

. Determine:\ a. Moist unit weight

(l(b)/(f)t^(3))

\ b. Dry unit weight

(l(b)/(f)t^(3))

\ c. Degree of saturation

(%)

\ 3.16 A soil has

w=18.2%,G_(s)=2.67

, and

S=80%

. Determine the moist and dry unit weights of the soil in

1(b)/(f)t^(3)

.

image text in transcribed
3.14 A saturated soil has w=23% and Gs=2.62. Determine its saturated and dry densities in kg/m3. 3.15 A soil has e=0.75,w=21.5%, and Gs=2.71. Determine: a. Moist unit weight (lb/ft3) b. Dry unit weight (lb/ft3) c. Degree of saturation (%) 3.16 A soil has w=18.2%,Gs=2.67, and S=80%. Determine the moist and dry unit weights of the soil in lb/ft3

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