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Laboratory test shows that the soil has a dry density of 1550 kg/m³ and the void ratio at its loosest and densest states were 0.85 and 0.42, respectively. The specific gravity of soil particles is 2.66. a. Determine the moisture content of the embankment. b. Determine its saturated density. c. Determine the relative density of the embankment.

Laboratory test shows that the soil has a dry density of 1550 kg/m³ and the void ratio at its loosest and densest states were 0.85 and 0.42, respectively. The specific gravity of soil particles is 2.66. a. Determine the moisture content of the embankment. b. Determine its saturated density. c. Determine the relative density of the embankment.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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18. An embankment has a mass density of 1900 kg/m³. Laboratory test shows that the soil has a dry density of 1550 kg/m³ and the void ratio at its loosest and densest states were 0.85 and 0.42, respectively. The specific gravity of soil particles is 2.66. a. Determine the moisture content of the embankment. b. Determine its saturated density. c. Determine the relative density of the embankment.
Transcribed Image Text:18. An embankment has a mass density of 1900 kg/m³. Laboratory test shows that the soil has a dry density of 1550 kg/m³ and the void ratio at its loosest and densest states were 0.85 and 0.42, respectively. The specific gravity of soil particles is 2.66. a. Determine the moisture content of the embankment. b. Determine its saturated density. c. Determine the relative density of the embankment.
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