Example 1: Total volume Vt = 9344.56 cm3 and a mass Mt = 18.11 kg. Dry mass of soil Ms = 15.67 kg and G, = 2.67 %3D calculate the moisture content, moist unit weight, void ratio and degree of saturation. Air Va 3475.66 cm3 2440cm3 2.44 kg Water 18.11 kg 9344.56 cm3 15.67 kg 5868.9 cm3

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example 1:
Total volume Vt = 9344.56 cm3 and a mass Mt = 18.11 kg.
Dry mass of soil Ms = 15.67 kg and G, = 2.67
%3D
calculate the moisture content, moist unit weight, void ratio and degree of
saturation.
Air
Va
3475.66 cm3
2440cm3
2.44 kg
Water
18.11 kg
9344.56 cm3
15.67 kg
5868.9 cm3
Transcribed Image Text:Example 1: Total volume Vt = 9344.56 cm3 and a mass Mt = 18.11 kg. Dry mass of soil Ms = 15.67 kg and G, = 2.67 %3D calculate the moisture content, moist unit weight, void ratio and degree of saturation. Air Va 3475.66 cm3 2440cm3 2.44 kg Water 18.11 kg 9344.56 cm3 15.67 kg 5868.9 cm3
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