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3.7 Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5 X 103 kN. If the oven-dried weight was 37.85 X 10-3 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

3.7 Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5 X 103 kN. If the oven-dried weight was 37.85 X 10-3 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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3.7 Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5 X 10¬3 kN. If the oven-dried weight was 37.85 × 10-3 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
Transcribed Image Text:3.7 Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5 X 10¬3 kN. If the oven-dried weight was 37.85 × 10-3 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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