The settlement of a footing in sand depends upon the

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
• The ratio of settlement at any time (t) to the final settlement is known as
• The dry sand specimen is put through a triaxial test. The cell pressure is 50 kPa and the deviator stress at failure is 100 kPa. The angle of internal friction for the sand specimen is
• The ultimate net bearing capacity lay depends upon the value of cohesion.
• The bearing capacity of a soil depends upon
• The unit weight of a soil at zero air voids depends upon
• The contact pressure of flexible footing on no-choesive soils is
• The contact pressure of rigid footing on cohesive soils is
• If the soil below the base of the footing is dry or moist, the confining pressure is approximately