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A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre and also below a corner of the loaded area. Compare the results with those getting by an equivalent point load method and also by separating the loaded area into four equal parts and treating the load from every as a point load.
Sub-base for concrete carriageway - non-strength provider Essentially sub-base for a concrete carriageway is provided for the below reasons: (i) It provides aneven and smo
if we take brass & steel and on applying temperature the brass contracts the steel expands how it is possible
An oven-dry soil sample of volume 225 cm3 weighs 3.90 N. If the grain specific gravity is 2.72, determine the void-ratio and shrinkage limit. What will be the water content which w
Define Ways of providing the anti slip device - By Embedment? A recess can be created in the bed block in which the elastomeric pad will be placed. The functioning of the reces
What is mean by battening and lacing
systems approach to diagnose and solve the chronic water crisis in the city.
An unconfined aquifer is called to be 32 m thick below the water table. A constant discharge of 2 cubic metres per minute is pumped out of the aquifer by a tubewell till the water
when i have solved the given assignment work then how will you pay me for that work??
Determine the principle of Darcy's law for laminar flow of water through saturated soil. Illustrate that the coefficient of permeability has the dimension of velocity. The d
what is shear stress
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