The soil profile consists of a 12 m layer of sand, 6 m layer of clay and incompressible bedrock. The water table is located 5 m below the ground surface. The weight of sand above the water table is 17.9 kN/m3 below is 18.4 kN/m3 . The saturated weight of the clay is 18.2 kN/m3 . Clay has a compression index of 0.18 and a void ratio of 0.80. If the structure to be built on the ground will increase the soil pressure by 100 kPa, determine the settlement of the clay layer
The soil profile consists of a 12 m layer of sand, 6 m layer of clay and incompressible bedrock. The water table is located 5 m below the ground surface. The weight of sand above the water table is 17.9 kN/m3 below is 18.4 kN/m3 . The saturated weight of the clay is 18.2 kN/m3 . Clay has a compression index of 0.18 and a void ratio of 0.80. If the structure to be built on the ground will increase the soil pressure by 100 kPa, determine the settlement of the clay layer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The soil profile consists of a 12 m layer of sand, 6 m layer of clay and incompressible bedrock.
The water table is located 5 m below the ground surface. The weight of sand above the water
table is 17.9 kN/m3 below is 18.4 kN/m3
. The saturated weight of the clay is 18.2 kN/m3
. Clay
has a compression index of 0.18 and a void ratio of 0.80. If the structure to be built on the
ground will increase the soil pressure by 100 kPa, determine the settlement of the clay layer.
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