Determine the consolidation settlement for the foundation shown in the figure below. The so profile is also described in the same figure. For calculation purposes assume that Cc = 0.007 (LI 10). Assume that clay 1 and 2 are normally consolidated soils. Also, comment on th acceptability of the obtained settlement. Applied load = 400 kPa Area of foundation = 7m x 10 m Sand; y dry = 17 kN/m³ Clay1; y sat = 18 kN/m³; LL = 40%; W.C = 22 %; G.S= 2.65 Clay2; y sat = 19 kN/m³; LL = 50%; W.C= 29 %; G.S=2.70 Rock *0*0*0*0*
Determine the consolidation settlement for the foundation shown in the figure below. The so profile is also described in the same figure. For calculation purposes assume that Cc = 0.007 (LI 10). Assume that clay 1 and 2 are normally consolidated soils. Also, comment on th acceptability of the obtained settlement. Applied load = 400 kPa Area of foundation = 7m x 10 m Sand; y dry = 17 kN/m³ Clay1; y sat = 18 kN/m³; LL = 40%; W.C = 22 %; G.S= 2.65 Clay2; y sat = 19 kN/m³; LL = 50%; W.C= 29 %; G.S=2.70 Rock *0*0*0*0*
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Soil
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Transcribed Image Text:Determine the consolidation settlement for the foundation shown in the figure below. The soil
profile is also described in the same figure. For calculation purposes assume that Cc = 0.007 (LL-
10). Assume that clay 1 and 2 are normally consolidated soils. Also, comment on the
acceptability of the obtained settlement.
Applied load = 400 kPa
Area of foundation
= 7m x 10 m
Sand; y dry = 17 kN/m³
2 m
5 m
Clay1; y sat = 18 kN/m³; LL = 40%; W.C = 22 %; G.S= 2.65
Clay2; y sat = 19 kN/m³; LL = 50%; W.C= 29 %; G.S=2.70
4 m
Rock
2 m
↓
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