A sand fill has an initial void ratio of 0.740, it was then compacted to achieve a desirable void ratio of 0.400. If the specific gravity of the soil solids is 2.700 and the maximum and minimum dry density of the sand fill recorded from the laboratory are 1903.360 kg/m3 and 1365.640 kg/m3 respectively, determine the following: compacted thickness of the sand fill in meters if its initial thickness is 3.20 meters, increase in relative density of the sand fill
A sand fill has an initial void ratio of 0.740, it was then compacted to achieve a desirable void ratio of 0.400. If the specific gravity of the soil solids is 2.700 and the maximum and minimum dry density of the sand fill recorded from the laboratory are 1903.360 kg/m3 and 1365.640 kg/m3 respectively, determine the following: compacted thickness of the sand fill in meters if its initial thickness is 3.20 meters, increase in relative density of the sand fill
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A sand fill has an initial void ratio of 0.740, it was then compacted to achieve a desirable void ratio of 0.400. If the specific gravity of the soil solids is 2.700 and the maximum and minimum dry density of the sand fill recorded from the laboratory are 1903.360 kg/m3 and 1365.640 kg/m3 respectively, determine the following: compacted thickness of the sand fill in meters if its initial thickness is 3.20 meters, increase in relative density of the sand fill
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