The weight of a sample of partially saturated soil 600 g with a volume of 365 cm3 and after drying the weight became 543 g and the specific gravity of the solids 2.67 Calculate: 1- Water or moisture content 2- Void Ratio 3- degree of saturation 4- If the soil is saturated later without changing the volume, calculate the unit weight for it
The weight of a sample of partially saturated soil 600 g with a volume of 365 cm3 and after drying the weight became 543 g and the specific gravity of the solids 2.67 Calculate: 1- Water or moisture content 2- Void Ratio 3- degree of saturation 4- If the soil is saturated later without changing the volume, calculate the unit weight for it
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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5. The weight of a sample of partially saturated soil 600 g with a volume of 365 cm3 and after drying the weight became 543 g and the specific gravity of the solids 2.67 Calculate:
1- Water or moisture content
2- Void Ratio
3- degree of saturation
4- If the soil is saturated later without changing the volume, calculate the unit weight for it.
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