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
31.
The Mohr's straight theory is based on the following fact :
32.
Hydrometer readings are corrected for:
33.
Tergazhi's theory of one dimensional consolidation assumes
34.
An unsaturated 100 cm3 sample of soil weighs 190 g. If its dried weight is 160 g, water content of the soil, is
35.
If the natural moisture content, the liquid limit and plastic limit of a soil sample are stated as 30.5%, 42.5% and 22.5% respectively, the ratio of liquidity index and plastic index, is
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