The hydraulic gradient for quicksand condition is equal to 1.27 with a void ratio of 0.46. The moist unit weight of soil is 20.10 KN/m³. Compute the dry unit weight of soil in N/m³.
The hydraulic gradient for quicksand condition is equal to 1.27 with a void ratio of 0.46. The moist unit weight of soil is 20.10 KN/m³. Compute the dry unit weight of soil in N/m³.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The hydraulic gradient for quicksand
condition is equal to 1.27 with a void ratio
of 0.46. The moist unit weight of soil is
20.10 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%2F188d1b3f-7cf7-4fc4-bd51-ea492bbfce85%2Fbeda3928-a5f3-49b5-a849-4f1b91e0589e%2Fn77arm9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The hydraulic gradient for quicksand
condition is equal to 1.27 with a void ratio
of 0.46. The moist unit weight of soil is
20.10 KN/m³. Compute the dry unit
weight of soil in N/m³.
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