1 A Sample of soil dug from a High-Rise Construction weighs 1830kg per cubic meter. The Specific Gravity is 2.60 and water content is 10%. Values of maximum void ratio and minimum void ratio are 0.63 and 0.44 respectively. a. Determine the dry unit weight. b. Determine the void ratio. c. Determine the relative density in percent.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.15P
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A Sample of soil dug from a High-Rise Construction weighs 1830kg per cubic meter. The Specific Gravity
is 2.60 and water content is 10%. Values of maximum void ratio and minimum void ratio are 0.63 and
0.44 respectively.
a. Determine the dry unit weight.
b.
Determine the void ratio.
c. Determine the relative density in percent.
Transcribed Image Text:1 A Sample of soil dug from a High-Rise Construction weighs 1830kg per cubic meter. The Specific Gravity is 2.60 and water content is 10%. Values of maximum void ratio and minimum void ratio are 0.63 and 0.44 respectively. a. Determine the dry unit weight. b. Determine the void ratio. c. Determine the relative density in percent.
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