- 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


Soil Mechanics and Foundation Engineering - Engineering
Q1: A moist soil sample of volume 60 cc. weighs 108 g and its dried weight is 86.4 g. If its absolute density is 2.52, the degree of saturation isA
54%
B
64%
C
74%
D
84%
ANS:D - 84% Step1) bulk density(yb)= W/V=108/60 = 1.8. |


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