Q4: For the soil profile and loading condition shown in Figure (4). Find: a) Final consolidation settlement. b) Time required for the settlement to be (14) mm. c) The increase in effective stress after (2) years of loading. d) Final void ratio at the end of consolidation (Note: Use 2:1 method for load distribution) Fig.(4) LU 9 P-2000 kN Footing (2*2) m Sand y, 17 kN/m² Clay Year 18 kN/m² G, 2.7 -0.8 C-0.15 C,-0.4 m²/yr Sand g 11m

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Consolidation parameters

Consolidation is the process of expulsion of pore water present in the voids of soil solids under the pressure of the applied load. This is a quick process in the case of coarse-grained soils since the permeability is high due to the presence of more voids, while it is a slow and gradual process in the case of clayey soil as the permeability of clay is less. An example of consolidation is the settlement of soil under a building due to the load coming from the building.