3. (b) Design a pile group for a column of size 600 mm x 600 mm carrying a load of 5000 kN. The properties of the soil through which the pile group passes are undrained cohesion 20 kPa; adhesion factor 0.45; Compression index 0.10, initial void ratio 0.9 and saturated unit weight -19 kN/m³ The permissible settlement allowed for the pile group is 50 mm.
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3. (b) Design a pile group for a column of size 600 mm x 600 mm carrying a load of 5000 kN. The properties of the soil through which the pile group passes are undrained cohesion 20 kPa; adhesion factor 0.45; Compression index
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ratio 0.9 and saturated unit weight -19 kN/m³ The permissible settlement allowed for the pile group is 50
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don't know dear
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