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

Related MCQs

• When the water table is under the base of the footing at a depth equal to half of the width of the footing, the bearing capacity of a soil is reduced to
• The unit bearing capacity of footing in sand
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• The contact pressure of rigid footing on cohesive soils is
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