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Q. How to design Marginal Embankments? Design aspects of marginal embankments are similar to those of approach banks. The aspects needing special attention are dealt with below
Define and discuss the various factors that help decide the number and depth of bore holes needed for subsoil exploration. What is 'N-value' of Standard Penetration Test? How do
Define the Approach Velocity Typical problems have negligible approach velocity. v 1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the ve
write a short on vector representation of force(addition and substraction )
Do we take the whole length (including the over hanging portion when we say the "whole span" of th beam ?
Good evening. I have two homework projects from the Soil Mechanics. I am interesting if anybody can solve them.
What practical steps can one take to mitigate the adverse effects in using aggregates with higher than specified flakiness index in the production of concrete
Sir morng..i know about WCB AND RB.With diagram..pls help me sir
Question In case if there is a delay of bituminous laying on top of sub-base, have to tack coat be applied on the top surface of sub-base? Answer When there is a d
what type of basin in which is stored and what is silos what is channel and correcting basins what type of clinker is formed
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