In a shrinkage limit test, the volume and mass of a dry soil pit are found to be 50cm3 and 88 g respectively. The specific gravity of the soil solids is 2.71 and the density of water is 1 g/cc. The shrinkage limit (in % up to two decimal places) is 19.91

In a shrinkage limit test, the volume and mass of a dry soil pit are f

1.	In a shrinkage limit test, the volume and mass of a dry soil pit are found to be 50cm3 and 88 g respectively. The specific gravity of the soil solids is 2.71 and the density of water is 1 g/cc. The shrinkage limit (in % up to two decimal places) is 19.91
Answer» In a shrinkage limit test, the volume and mass of a dry soil pit are found to be 50 $c m^{3}$ and 88 g respectively. The specific gravity of the soil solids is 2.71 and the density of water is 1 g/cc. The shrinkage limit (in % up to two decimal places) is 19.91

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In a shrinkage limit test, the volume and mass of a dry soil pit are found to be 50cm3 and 88 g respectively. The specific gravity of the soil solids is 2.71 and the density of water is 1 g/cc. The shrinkage limit (in % up to two decimal places) is 19.91

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