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The thickness of a saturated specimen of clay under a consolidation pressure of 100 kN/m2 of is 24 mm and its water content is 20%. On enhance of the consolidation pressure to 200 kN/m2, the specimen thickness decreases by 3 mm. Verify the compression index for the soil if the specific gravity of the soil grains is 2.70.
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HOW WE DRAW THE BENDING MOMENT DIAGRAM
Determine the total head and total pressure of water flowing at in a pipe which has the following data: Flow= 2,500 gpm; Elevation = 30 ft; Pressure = 40 psi; Pipe Diameter =
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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
Q. Avoidance of designing acute angle of concrete pavement The stress persuaded in acute angle corners of concrete pavement is far much higher than right-angle corners of the
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