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A saturated clay layer 4 m thick is located 6 m below GL. The void ratio of the clay is 1.0. When a raft foundation is located at 2 m below GL, the stresses at the top and bottom of the clay layer enhanced by 150 and 100 kN/m2 respectively. Calculate the consolidation settlement if the coefficient of compressibility 0.002 cm2/N
Q. Show the Settlement due to Vibration? The foundation resting on cohesionless soil and subjected to vibrations will result in settlements of higher magnitude. In sandy soil
A sand at a borrow pit is determined to have an in-situ dry unit weight of 18.4 kN/m 3 . Laboratory tests indicate the maximum and minimum unit weight values of 19.6 kN/m 3 and
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Estimation of Discharge: The estimation of discharge of a stream is necessary for determining the waterway, clearance and foundation details. Discharge is estimated from :
Tensile stresses It has been possible to introduce tensile stresses of upto 850 N/mm 2 in tendons with the use of this method. But the method is not suited in situations where
Explain the Hydraulic Gradient A measurement of the movement of water over distances. Change in hydraulic head from one monitoring point to another. i = ΔH/L units are typ
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