Given: An undisturbed chunk of soil has a wet weight of 73lbs and a volume of 0.65ft³. When dried out in an oven, the soil weighs 57lbs. The specific gravity of solids is found to be 2.9. Required: Determine: a. the water content (w), to the nearest tenth. b. wet unit weight of soil ('Y), to the nearest tenth. c. dry unit weight of soil ('Yd), to the nearest tenth. d. void ratio (e), to the nearest thousandth. e. porosity (n), to the nearest tenth. f. degree of saturation (S), to the nearest tenth.
Given: An undisturbed chunk of soil has a wet weight of 73lbs and a volume of 0.65ft³. When dried out in an oven, the soil weighs 57lbs. The specific gravity of solids is found to be 2.9. Required: Determine: a. the water content (w), to the nearest tenth. b. wet unit weight of soil ('Y), to the nearest tenth. c. dry unit weight of soil ('Yd), to the nearest tenth. d. void ratio (e), to the nearest thousandth. e. porosity (n), to the nearest tenth. f. degree of saturation (S), to the nearest tenth.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Given:
An undisturbed chunk of soil has a wet weight of 73lbs and a volume of 0.65ft³.
When dried out in an oven, the soil weighs 57lbs. The specific gravity of solids is
found to be 2.9.
Required:
Determine:
a. the water content (w), to the nearest tenth.
b. wet unit weight of soil ('Y), to the nearest tenth.
c. dry unit weight of soil ('Yd), to the nearest tenth.
d. void ratio (e), to the nearest thousandth.
e. porosity (n), to the nearest tenth.
f. degree of saturation (S), to the nearest tenth.
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