(b) An earth embankment is to be constructed. The soil is to be compacted at maximum dry density of 18 kN/m³ at optimum moisture content = 15%. The in-situ bulk density and water content in borrow pit are 17 kN/m³ and 8% respectively. How much excavation should be carried out in the borrow pit for each cubic meter of embankment? Assume: G = 2.7; Y₁ = 10 kN/m³.

Structural Analysis
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Chapter2: Loads On Structures
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(b) An earth embankment is to be constructed. The soil is to be compacted at maximum
dry density of 18 kN/m³ at optimum moisture content = 15%. The in-situ bulk density
and water content in borrow pit are 17 kN/m³ and 8% respectively.
How much excavation should be carried out in the borrow pit for each cubic meter
of embankment? Assume: G = 2.7; Y, 10 kN/m³.
Transcribed Image Text:(b) An earth embankment is to be constructed. The soil is to be compacted at maximum dry density of 18 kN/m³ at optimum moisture content = 15%. The in-situ bulk density and water content in borrow pit are 17 kN/m³ and 8% respectively. How much excavation should be carried out in the borrow pit for each cubic meter of embankment? Assume: G = 2.7; Y, 10 kN/m³.
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