4- Consider the soil profile shown below subjected to the uniformly distributed load, Ao, on the ground surface. Given: Ao = 650 lb/ft°; H; = 5 ft; H2 = 12 ft; and H3 = 18 ft. Soil characteristics are as follows: • Sand: ya = 95 (lb/ft'), Yu = 122 (lb/f²) • Clay: Y = 128 (Ib/f²), LL = 38, e = 0.74, Cs = 0.15CC Estimate the primary consolidation settlement in the clay if a) The clay is normally consolidated b) The preconsolidation pressure, o'c= 2,200 lb/f² O Sand S Clay -ミー* ミ
4- Consider the soil profile shown below subjected to the uniformly distributed load, Ao, on the ground surface. Given: Ao = 650 lb/ft°; H; = 5 ft; H2 = 12 ft; and H3 = 18 ft. Soil characteristics are as follows: • Sand: ya = 95 (lb/ft'), Yu = 122 (lb/f²) • Clay: Y = 128 (Ib/f²), LL = 38, e = 0.74, Cs = 0.15CC Estimate the primary consolidation settlement in the clay if a) The clay is normally consolidated b) The preconsolidation pressure, o'c= 2,200 lb/f² O Sand S Clay -ミー* ミ
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:4- Consider the soil profile shown below subjected to the uniformly distributed load, Ao, on the ground surface.
Given: Ao = 650 lb/ft²; H1 = 5 ft; H2 = 12 ft; and H; = 18 ft. Soil characteristics are as follows:
• Sand: ya = 95 (lb/ft'), Yat = 122 (lb/ft³)
• Clay: Yast = 128 (Ib/f²), LL = 38, e = 0.74, Cs = 0.15CC
Estimate the primary consolidation settlement in the clay if
a) The clay is normally consolidated
b) The preconsolidation pressure, o'c= 2,200 lb/ft²
Sand
Clay
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