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30,000-yd3 of banked soil from a borrow pit is stockpiled before being trucked to the jobsite. The soil has 28% swell and shrinkage of 18%. The final volume of the compacted soil is most nearly:
Solution: Shrinkage is measured with respect to the bank condition.
Apply the equation:
Vcompacted = [100% - % shrinkage/100%] Vbank
Vcompacted = [100% - 18%/100%] (30,000-yds3) = 24,600 - yd3
SIMPLE STRESSES AND STRAINS: The concepts of strain, stress, elastic modulus & the basic concepts in application to analysis of deformation and stresses in simple solids. Any
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