The hydraulic gradient for quicksand condition is equal to 1.20 with a void ratio of 0.54. The moist unit weight of soil is 19.39 KN/m³. Compute the specific gravity 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
Chapter7: Permeability
Section: Chapter Questions
Problem 7.13P
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Answer in three decimal places please
The hydraulic gradient for quicksand
condition is equal to 1.20 with a void ratio of
0.54. The moist unit weight of soil is 19.39
KN/m³. Compute the specific gravity of the
soil.
Transcribed Image Text:The hydraulic gradient for quicksand condition is equal to 1.20 with a void ratio of 0.54. The moist unit weight of soil is 19.39 KN/m³. Compute the specific gravity of the soil.
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