Geotechnical Engineering: Soil Properties Situation 1
Автор: Engr. Jed
Загружено: 2024-05-18
Просмотров: 2780
Описание:
Situation 1 The sample of soil weighing 30 kg had a volume of 0.02 m^3. The sample is allowed to dry in an oven and the weight was reduced to 27.2 kg. The specific gravity of the solids was found to be 2.67 Determine the following:
a. Moist unit weight of the soil kN/m^3
b. Dry unit weight of the soil kN/m^3
c. moisture content in percent
d. Void Ratio
e. Porosity
f. Degree of Saturation
g. Saturated unit weight of the soil
h. Effective unit weight of the soil
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