Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 2 (Q.No. 26)
26.
The degree of saturation of the soil sample stated in Q. No, 216, is
Discussion:
10 comments Page 1 of 1.
Pratul said:
4 years ago
@All.
As I know, Question num 216 is incorrect, the given water density is 1.84 but this is bulk density 1.84 so that.
Yd=yt/1+w.
So w=.15.
Se=wg.
So s =.64.
As I know, Question num 216 is incorrect, the given water density is 1.84 but this is bulk density 1.84 so that.
Yd=yt/1+w.
So w=.15.
Se=wg.
So s =.64.
(1)
Shyam said:
4 years ago
Please explain it in detail.
Saqib said:
6 years ago
e = wG/Sr degree of saturation.
Bhushan said:
6 years ago
Dry density = (G*density of water)/(1+e).
We get e from here.
We get e from here.
Umesh said:
6 years ago
Please explain the answer.
Srikant said:
6 years ago
66% will be the Answer.
Dry density=1.6.
water density=1.84.
e=?.
n = e/1+e=0.66 or 66%.
Dry density=1.6.
water density=1.84.
e=?.
n = e/1+e=0.66 or 66%.
Ruaa said:
7 years ago
Why? Please explain.
Farhana said:
7 years ago
Please explain the answer.
BAUL said:
8 years ago
216 = if dry density, water density and specific gravity of solids of a given soil sample are 1.6 g/cc , 1.84 g/cc and 2.56 respectively, the porosity of the soil sample is?
(1)
Masudul said:
9 years ago
Please explain it.
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