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A clay layer 24 metres thick has a saturated unit weight of 18 kN/m3. Ground water level occurs at a depth of 4 metres. It is proposed to construct a reinforced concrete foundation, length 48 m and width 12 m, on the top of the layer, transmitting a uniform pressure of 180 kN/m2. Determine the settlement under its centre. E for the clay is 33 MN/m2 obtained from triaxial tests. Initial void ratio = 0.69. Change in void ratio = 0.02.
Q. Increase in velocity of water due to afflux? Specific energy E f in m per m 3 of flow is the energy measured with respect to bottom and hence comprising potential head D a
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Hi, I am struggling with some beam design, I need to find the bending moment of a continuous beam. It has 3 supports, each end is pinned and the middle support is off centre and fi
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