The contact pressure of flexible footing on no-choesive soils is

Related MCQs

• The contact pressure of rigid footing on cohesive soils is
• 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
• Glacial soils are those soils which are
• Lacustrine soils are those soils which are
• If the soil below the base of the footing is dry or moist, the confining pressure is approximately
• If ko is the coefficient of earth pressure at rest, ka is the coefficient of active earth pressure, kp is the coefficient of passive earth pressure and ? is Poisson's ratio, then the value of (1 - ?/? is given by
• The unit bearing capacity of footing in sand
• The settlement of a footing in sand depends upon the
• 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
• Submerged soils are