Problem 1. Two undisturbed soil samples, each having a volume of 0.1 ft³, are collected from different depths of the same soil layer. For sample A, located above the groundwater table, W= 11 lb and w= 9%. Sample B is located below the groundwater table. If G3= 2.68, determine: a. Void ratio of A b. Degree of saturation of A c. Water content of B d. Total weight of B
Problem 1. Two undisturbed soil samples, each having a volume of 0.1 ft³, are collected from different depths of the same soil layer. For sample A, located above the groundwater table, W= 11 lb and w= 9%. Sample B is located below the groundwater table. If G3= 2.68, determine: a. Void ratio of A b. Degree of saturation of A c. Water content of B d. Total weight of B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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100%
Unit weight of water is 62.4 pcf.
How would you find the volumes of water vs soil/solid and how much air their is for soil A when not fully saturated?
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