Problem 1: A soil profile is shown in the figure. A uniformly distributed load of 4b kPa is applied at the ground surface. Given: H₁ = 3.ba m; H₂ = 4.dc m; and H3 = 6.ab m. The details of the soil layers are: *Sand: y = 17.ad kN/m³; Ysat = 18.bc kN/m³ *Clay: Ysat = 19.ca kN/m³; LL = 4d %; e = 0.5b; Cs= (1/5) Cc Determine the settlement (in mm.) of the clay layer caused by primary consolidation settlement if: a. The clay is normally consolidated. b. The preconsolidation pressure is 1lab kPa. The preconsolidation pressure is 15d kPa. C. Ag ↓ ↓ Sand Clay IFICA Cengage Leaming 2014
Problem 1: A soil profile is shown in the figure. A uniformly distributed load of 4b kPa is applied at the ground surface. Given: H₁ = 3.ba m; H₂ = 4.dc m; and H3 = 6.ab m. The details of the soil layers are: *Sand: y = 17.ad kN/m³; Ysat = 18.bc kN/m³ *Clay: Ysat = 19.ca kN/m³; LL = 4d %; e = 0.5b; Cs= (1/5) Cc Determine the settlement (in mm.) of the clay layer caused by primary consolidation settlement if: a. The clay is normally consolidated. b. The preconsolidation pressure is 1lab kPa. The preconsolidation pressure is 15d kPa. C. Ag ↓ ↓ Sand Clay IFICA Cengage Leaming 2014
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a=1
b=5
c=5
d=0
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