A submerged clay layer is 15 m thick. Its water content is 54%. The density of the soil particles is 2.78. What is the effective vertical stress(in kPa) due to the weight of soil at the base of the layer?
A submerged clay layer is 15 m thick. Its water content is 54%. The density of the soil particles is 2.78. What is the effective vertical stress(in kPa) due to the weight of soil at the base of the layer?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A submerged clay layer is 15 m thick. Its water content is 54%. The density of the soil particles is 2.78.
What is the effective vertical stress(in kPa) due to the weight of soil at the base of the layer?

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