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A 1.8 m square column is founded at a depth of 1.8 m in sand, for which the accurate N-value is 24. The water table is at a detph of 2.7 m. Verify the net allowable bearing pres
influence diagram with example
For a system Q =W+ ΔE where ΔE is the change in E, the stored energy in the ΔE system. E has various forms 1. Kinetic Energy 2. Potential Energy Work do
design calculations for a two storey office building
A saturated clay specimen is subjected to a pressure of 240 kN/m 2 . After the lapse of a time, it is determined that the pore pressure in the specimen is 72 kN/m 2 . What is t
how to fill traverse computation sheet of opened traversig ..
Explain the simple square footing, simple squral footing and slop footing with the help of drawing
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
differentiate between Dumpy level:The Wye or Y level:Cooke''s reversible level: Cushing''s level:Tilting level and Automatic level
how calculate quantity underreamed
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