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A clay layer 25 metres thick has a saturated unit weight of 19.2 kN/m2. Ground water level occurs at a depth of 5 metres. It is proposed to construct a reinforced concrete foundation, 12.5 m × 50 m, on top of the layer, to transmit a uniform pressure of 150 kN/m2.
Verify the settlement at its centre, suppose that the void ratio drops from 0.725 to 0.700 due to loading. E for the clay is 30 MN/m2.
Bituminous Courses Types of Bituminous Courses The following are the various bituminous course commonly used : (a) Prime Coat (b) Tack Coat (c) Surface Dress
derive equation of radial pressure and loop stresses of thick cylinder
Q. Computation of Settlement? The settlement in any soil mass under an applied stress is given by s = s i + s c + s s where, S = total settlement, S i = imm
difference between observed magnetic bearing and true magnetic bearing
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best scale
a=6inch,b=4inch
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The soil in a borrow pit has a void ratio of 0.90. A fill-in-place volume of 20,000 m 3 is to be constructed with an in-place dry density of 18.84 kN/m 3 . If the owner of borr
Determine about the long-term deflections For long-term deflections, the total long-term deflection due to the prestressing force, dead load and any sustained imposed load may
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