Given the following soil properties of a road grading works. Moist unit weight = 19000 N/m3 Moisture Content = 12% Specific Gravity of soil solids = 2.66 Void ratio at its densest state = 0.44 Void ratio at its loosest state = 0.62 Determine the dry unit weight of the soil. Determine the in-situ void ratio of the soil. Determine the relative density of the soil.
Given the following soil properties of a road grading works. Moist unit weight = 19000 N/m3 Moisture Content = 12% Specific Gravity of soil solids = 2.66 Void ratio at its densest state = 0.44 Void ratio at its loosest state = 0.62 Determine the dry unit weight of the soil. Determine the in-situ void ratio of the soil. Determine the relative density of the soil.
Chapter2: Loads On Structures
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
Transcribed Image Text:Given the following soil properties of a road grading works.
Moist unit weight = 19000 N/m3
Moisture Content = 12%
Specific Gravity of soil solids = 2.66
Void ratio at its densest state = 0.44
Void ratio at its loosest state = 0.62
Determine the dry unit weight of the soil.
Determine the in-situ void ratio of the soil.
Determine the relative density of the soil.
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