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A retaining wall 4.5 m high with vertical back supports a backfill with horizontal surface. The unit weight of the fill is 18 kN/m3 and the angle of internal friction is 36°. The angle of wall friction may be taken as 18°. A footing running parallel to the retaining wall and carrying a load of 18 kN/m is to be constructed. Search the safe distance of the footing from the face of the wall so that there is no increase in lateral pressure on the wall because of the load of the footing.
what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
Explain Some Points regarding to Hardness 1) Hardness removal using lime and soda is based on the solubility reactions of calcium carbonate, CaCO 3 and magnesium hydroxide, Mg
is there any innovative projects in disaster management ?
how can i prepare a project on dam
Classification of the damage according to the type of structures The level of damage in spatial trusses has also been classified into three different levels based on the t
Advantages of unbonded post-tensioning systems Similarly, some advantages of unbonded post-tensioning systems over bonded post-tensioning ones may be written as under : (a)
Q. What is Shock transmission unit in bridges? Shock transmission unit is fundamentally a device connecting separate structural units. It's characterized by its ability to tran
Variations of tendon stresses in pre or post-tensioned concrete Variations of tendon stresses in pre or post-tensioned concrete members, along the length of tendons, may be of
Effect of concrete placing temperature on early thermal movement Rate of hydration of cement paste is related to placing temperature of concrete. Rate of heat production is giv
where i can get the tools of different types of measerments of differents elements of construction?
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