The hydraulic gradient for quicksand condition is equal to 1.24 with a void ratio of 0.55. The moist unit weight of soil is 20.55 KN/m³. Compute the dry unit weight of soil in N/m³.
The hydraulic gradient for quicksand condition is equal to 1.24 with a void ratio of 0.55. The moist unit weight of soil is 20.55 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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indicate the final answer in 3 decimal places.
![The hydraulic gradient for quicksand condition is equal to 1.24
with a void ratio of 0.55. The moist unit weight of soil is 20.55
KN/m³. Compute the dry unit weight of soil in N/m³.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4cee2038-8436-4168-bd4c-c16596979cb7%2F836b1604-24ff-4ea7-89b2-f65beaa5ebc8%2F6x198ft_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The hydraulic gradient for quicksand condition is equal to 1.24
with a void ratio of 0.55. The moist unit weight of soil is 20.55
KN/m³. Compute the dry unit weight of soil in N/m³.
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