An undisturbed soil obtained from a test pit 0.063 m3 in volume in found to have a wet weight of 0.94 kN. The dry weight of the sample is 0.76 kN. 1- Use the basic relationships of phase diagram representation of soil bulk to determine the wet density, dry density, dry unit weight, moisture content, void ratio, porosity, and the degree of saturation for a wet soil sample, 2- What would be the effective unit weight, in kN/m3, approximately and accurately, of such soil if it were submerged below the groundwater table ? The specific gravity of the soil is determined to be Gs = 2.65.
An undisturbed soil obtained from a test pit 0.063 m3 in volume in found to have a wet weight of 0.94 kN. The dry weight of the sample is 0.76 kN. 1- Use the basic relationships of phase diagram representation of soil bulk to determine the wet density, dry density, dry unit weight, moisture content, void ratio, porosity, and the degree of saturation for a wet soil sample, 2- What would be the effective unit weight, in kN/m3, approximately and accurately, of such soil if it were submerged below the groundwater table ? The specific gravity of the soil is determined to be Gs = 2.65.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An undisturbed soil obtained from a test pit 0.063 m3 in volume in found to have a wet weight of 0.94 kN. The dry weight of the sample is 0.76 kN.
1- Use the basic relationships of phase diagram representation of soil bulk to determine the wet density, dry density, dry unit weight, moisture content, void ratio, porosity, and the degree of saturation for a wet soil sample,
2- What would be the effective unit weight, in kN/m3, approximately and accurately, of such soil if it were submerged below the groundwater table ?
The specific gravity of the soil is determined to be Gs = 2.65.
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