A soil profile is shown in the figure. If a uniformly distributed load is applied on the ground surface, what will be the settlement of the clay layer caused by primary consolidation? (assuming the soil above water table is dry). note :(input answer in mm) Given: Ao = 105.2 kPa, oc' = 125 kN/m, Cr = 0.2 Cc, H1 = 2.0m, H2 = 3.2m, H3 = 5.2m for clay: for sand: y sat = 17.47 kN/m Gs = 2.61 e- 1.113 e- 0.54 LL - 40 sand H1 H2 clay H3
A soil profile is shown in the figure. If a uniformly distributed load is applied on the ground surface, what will be the settlement of the clay layer caused by primary consolidation? (assuming the soil above water table is dry). note :(input answer in mm) Given: Ao = 105.2 kPa, oc' = 125 kN/m, Cr = 0.2 Cc, H1 = 2.0m, H2 = 3.2m, H3 = 5.2m for clay: for sand: y sat = 17.47 kN/m Gs = 2.61 e- 1.113 e- 0.54 LL - 40 sand H1 H2 clay H3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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