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According to Terzaghi's equation, the bearing capacity of strip footing resting on cohesive soil (c = 10 kN/m2) per unit depth and unit width (assume Nc as 5.7) is

[A].	47 kN/m2	[B].	57 kN/m2
[C].	67 kN/m2	[D].	77 kN/m2

Answer: Option B

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