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A clay stratum of 18 metres thickness was found above a sand stratum when a boring was made. The clay was consolidated under the present overburden pressure. The hydrostatic pressure at top of the clay stratum was found to be 54 kN/m2. Due to pumping of water from the sand stratum, the pressure in the pore water below the clay layer was decreased permanently by 54 kN/m2. If the void ratios of clay before and after pumping were 0.93 and 0.90, respectively, measure the ultimate settlement because of pumping.
Q. Application of bitumen to driven piles? In a certain area of H-piles subjected to ground water table fluctuation, painting is occasionally applied on the surface of H-piles
Cd of venturimeter is more than that of orificemeter
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Define the term - post-tensioned concret In the Prescon and B.B.R.V. systems button heads are created at the ends of tendons. In the case of Prescon system, 2 to 130 tendon wir
what are the actuall windows and door dimensions e.g AN ND4
WHAT IS TRANSVERSE AND LONGITUDINAL REINFORCEMENT?
spiral curves?
With the aid of Mohr's circle diagram describe what means by active and passive Rankine states is in a cohesionless soil with a horizontal surface. As obtain an expression for the
Ask question #Minexaple of wholeiwhole baring 100 words accepted#
What will be the cost of Mechanics of solids assignment consisting of 150 questions of 6 marks
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