A dry sand is placed in a container having a volume of 0.3 ft³. The dry weight of the sample is 31 Ib. Water is carefully added to the container so as not to disturb the condition of the sand. When the container is filled, the combined weight of soil plus water is 38.2 Ib. From these data, compute the void ratio of soil in the container, and the specific gravity of the soil particles. [Hint: water density = 62.4 lb/ft³]

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Compaction
Section: Chapter Questions
Problem 5.15P
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A dry sand is placed in a container having a volume of 0.3 ft³. The dry
weight of the sample is 31 Ib. Water is carefully added to the container so as not to
disturb the condition of the sand. When the container is filled, the combined
weight of soil plus water is 38.2 Ib. From these data, compute the void ratio of soil
in the container, and the specific gravity of the soil particles.
[Hint: water density = 62.4 Ib/ft³]
Transcribed Image Text:A dry sand is placed in a container having a volume of 0.3 ft³. The dry weight of the sample is 31 Ib. Water is carefully added to the container so as not to disturb the condition of the sand. When the container is filled, the combined weight of soil plus water is 38.2 Ib. From these data, compute the void ratio of soil in the container, and the specific gravity of the soil particles. [Hint: water density = 62.4 Ib/ft³]
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