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Strength of Concrete at the Transfer Stage
Concrete strength in the member at the transfer stage should conform to the design requirements. The frequency of the sampling and the number of cubes to be cast for this purpose has to be decided by the engineer-in-charge. Sampling of concrete shodd preferably be at the point of placing and the cubes should be stored as far as possible under the same conditions as the concrete in the members.
A 160-HP Diesel engine (peak fuel consumption = 0.04-gal/HP-hr) hydraulic excavator operates on a cycle time of 20 seconds during a 50-min/hr. During the filling of the bucket cyc
A retaining wall 9 m high retains cohesion less soil, with an angle of internal friction 33°. The surface is level with the top of the wall. The unit weight of the top 3 m of the f
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A trapezoidal masonry retaining wall 1 m wide at top and 3 m wide at its bottom is 4 m high. The vertical face is retaining soil (φ = 30°) at a surcharge angle of 20° with the hori
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