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Civil Engineering - Soil Mechanics and Foundation Engineering

Exercise : Soil Mechanics and Foundation Engineering - Section 5
16.
The ratio of emax and emin of silty sand, is
2.0
5
3.0
3.5
4.0
Answer: Option
Explanation:
No answer description is available. Let's discuss.
17.
A flow net may be utilised for the determination of
exit gradient
seepage
hydrostatic pressure
seepage pressure
all the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
18.
The neutral stress in a soil mass is
force per neutral area
force per effective area
stess taken up by the pore water
stress taken up by solid particles.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
19.
If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is
25%
40%
60%
75%
Answer: Option
Explanation:
No answer description is available. Let's discuss.
20.
If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is
70%
75%
80%
85%
90%
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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