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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.
Purposes of subdivision of tunnelling faces in Sprayed Concrete Linings (SCL) method In using sprayed concrete lining methods for lining a large tunnel in soft ground, tunnelli
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Explain the Critical Depth d c is the depth of flow in an open channel that has the lowest energy. In rectangular open channels: (d c ) 3 = Q 2 /g(w) 2 In nonrectang
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Question Why is slump specified in concrete carriageway comparatively low like 30mmwhen compared with normal concrete like 75mm? Answer Slump of concrete carriageway
Hello I have a take home final needs be ordered, do you have very well skilled professionals to make it?
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Q. Water control for sheet pile walls? Ground water flow into excavations constructed by sheet pile walls must be minimized in order to save the cost of the provision of pumpin
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