Specification for a proposed earth fill requires that the soil be compacted to 95% of standard proctor dry density. Tests on glacial till borrow material indicates ymax=19.51 kN/m^3 at an optimum water content of 12%. The borrow material in its natural condition has a void ratio of .60 if sp. gr. is 2.65. A) Compute the void ratio of the soil. B) Compute the volume of the solids. C) Compute the maximum volume of the borrow required to make one cubic meter of acceptable compacted fill.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Specification for a proposed earth fill requires that the soil be compacted to 95% of standard proctor dry density. Tests on glacial till borrow material indicates ymax=19.51 kN/m^3 at an optimum water content of 12%. The borrow material in its natural condition has a void ratio of .60 if sp. gr. is 2.65. A) Compute the void ratio of the soil. B) Compute the volume of the solids. C) Compute the maximum volume of the borrow required to make one cubic meter of acceptable compacted fill.
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