A long footing supports a wall carrying a load of 260
kN per m. The soil...
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Civil Engineering
A long footing supports a wall carrying a load of 260kN per m. The soil at the site is saturated clay having a undrained shear strength of 117kPa. The unit weight of the clay is 22 kN/m³ and it is suspected thatoccasionally the water table rises to the ground surface. What width in m (1 dp) offooting should be used if a minimum factor of safety of 2.4 is required? The footingdepth is 1.2 m
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