1.3 For an undisturbed soil, the total volume is 0.145m³, the moist weight is 2.67 kN, the dry weight is 2.32 kN, and the void ratio is 0.6. Calculate the moisture content, dry unit weight, moist unit weight, degree of saturation, porosity, and Gs.
1.3 For an undisturbed soil, the total volume is 0.145m³, the moist weight is 2.67 kN, the dry weight is 2.32 kN, and the void ratio is 0.6. Calculate the moisture content, dry unit weight, moist unit weight, degree of saturation, porosity, and Gs.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1.3 For an undisturbed soil, the total volume is 0.145m³, the moist weight is 2.67 kN, the dry
weight is 2.32 kN, and the void ratio is 0.6. Calculate the moisture content, dry unit weight,
moist unit weight, degree of saturation, porosity, and Gs.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe38bbf6b-f72d-45f6-b779-5783494b3fda%2Fd2415eb3-e0fb-418c-a5dd-bb352caa757c%2Fqnwe9z4.jpeg&w=3840&q=75)
Transcribed Image Text:1.3 For an undisturbed soil, the total volume is 0.145m³, the moist weight is 2.67 kN, the dry
weight is 2.32 kN, and the void ratio is 0.6. Calculate the moisture content, dry unit weight,
moist unit weight, degree of saturation, porosity, and Gs.
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