The hydraulic gradient for quick condition is equal to 1.13 with 0.41. The moist unit weight of N/m3. Compute the dry unit w h N/m³.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Answer in three decimal places please
The hydraulic gradient for quicksand
condition is equal to 1.13 with a void ratio of
0.41. The moist unit weight of soil is 20.66
KN/m³. Compute the dry unit weight of soil
in N/m³.
Transcribed Image Text:The hydraulic gradient for quicksand condition is equal to 1.13 with a void ratio of 0.41. The moist unit weight of soil is 20.66 KN/m³. Compute the dry unit weight of soil in N/m³.
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