A soil sample has the following data using a compaction mold having a weight of 52.24 N and a volume of 0.000948 m^3. Weight of the mold filled with soil poured in loosely = 68.02 N In situ dry unit weight of soil = 16.19 KN/m^3 specific gravity of soil = 2.70 compute the value of emin and emax.
A soil sample has the following data using a compaction mold having a weight of 52.24 N and a volume of 0.000948 m^3. Weight of the mold filled with soil poured in loosely = 68.02 N In situ dry unit weight of soil = 16.19 KN/m^3 specific gravity of soil = 2.70 compute the value of emin and emax.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A soil sample has the following data using a compaction mold having a weight of 52.24 N and a volume of 0.000948 m^3.
Weight of the mold filled with soil poured in loosely = 68.02 N
In situ dry unit weight of soil = 16.19 KN/m^3
specific gravity of soil = 2.70
compute the value of emin and emax.
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