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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

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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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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