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

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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