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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)
.
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