A 5-lb soil sample was taken from a fill. The volume the hole from which the sample was taken was 0.044ft cubed. The sample weighed 4.4lb after over drying. It was determined that the specific gravity of the soil was 2.65. Compute fill void ratio.
A 5-lb soil sample was taken from a fill. The volume the hole from which the sample was taken was 0.044ft cubed. The sample weighed 4.4lb after over drying. It was determined that the specific gravity of the soil was 2.65. Compute fill void ratio.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.8P
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