A 1000 cc soil sample taken from the field weighs 1950 grams. Laboratory analysis shows that the specific gravity of soil solids is 2.65 and its water content is 13%. The voids ratio at its loosest and densest states are 0.68 and 0.48, respectively. Calculate the following: a.) The in situ void ratio of the soil mass. b.) The dry unit weight of the soil. c.) The relative density of the soil.
A 1000 cc soil sample taken from the field weighs 1950 grams. Laboratory analysis shows that the specific gravity of soil solids is 2.65 and its water content is 13%. The voids ratio at its loosest and densest states are 0.68 and 0.48, respectively. Calculate the following: a.) The in situ void ratio of the soil mass. b.) The dry unit weight of the soil. c.) The relative density of the soil.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter3: Weight–volume Relationships
Section: Chapter Questions
Problem 3.18P
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A 1000 cc soil sample taken from the field weighs 1950 grams. Laboratory analysis shows that the specific gravity of soil solids is 2.65 and its water content is 13%. The voids ratio at its loosest and densest states are 0.68 and 0.48, respectively. Calculate the following:
a.) The in situ void ratio of the soil mass.
b.) The dry unit weight of the soil.
c.) The relative density of the soil.
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