Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of (71 +0.02F) mm, length of (558 + 0.2G) mm, and a moist weight of (42.5 + 0.5E) x 10° kN. If the oven-dried weight was (37.85 + 0.5F) x 10° kN, and G; = 2.69, calculate the following: a. Moist unit weight b. Field moisture content c. Dry unit weight d. Void ratio e. Degree of saturation
Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of (71 +0.02F) mm, length of (558 + 0.2G) mm, and a moist weight of (42.5 + 0.5E) x 10° kN. If the oven-dried weight was (37.85 + 0.5F) x 10° kN, and G; = 2.69, calculate the following: a. Moist unit weight b. Field moisture content c. Dry unit weight d. Void ratio e. Degree of saturation
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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E = 1
F = 2
G = 0
Transcribed Image Text:Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory
evaluation. The tube sample has a diameter of (71 +0.02F) mm, length of (558 + 0.2G) mm, and
a moist weight of (42.5 + 0.5E) x 10° kN. If the oven-dried weight was (37.85 + 0.5F) x 10° kN,
and G; = 2.69, calculate the following:
a. Moist unit weight
b. Field moisture content
c. Dry unit weight
d. Void ratio
e. Degree of saturation
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