Civil Engineering - Soil Mechanics and Foundation Engineering
Exercise : Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 1
- Soil Mechanics and Foundation Engineering - Section 2
- Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 4
- Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 6
16.
The ratio of emax and emin of silty sand, is
17.
A flow net may be utilised for the determination of
18.
The neutral stress in a soil mass is
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
20.
If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is
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