The hydraulic gradient for quicksand condition is equal to 1.25 with a void ratio of 0.42. The moist unit weight of soil is 19.50 KN/m3. Compute the dry unit weight of soil in N/m3
The hydraulic gradient for quicksand condition is equal to 1.25 with a void ratio of 0.42. The moist unit weight of soil is 19.50 KN/m3. Compute the dry unit weight of soil in N/m3
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.8P
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The hydraulic gradient for quicksand condition is equal to 1.25 with a void ratio of 0.42. The moist unit weight of soil is 19.50 KN/m3. Compute the dry unit weight of soil in N/m3
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