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A mat foundation of 15 m x 15 m and weighing 20000 N/m2 is to be constructed on the surface of a soil strata. The profile is given in Figure. The number of squares enclosed in the plan of the mat in Newmark's diagram is 90. Calculate the settlement at the centre of the mat. Influence area of each square is 0.005.
i would like to get a project done. I have some plans and I need a cost estimate on how much it will cost to get it constructed.
Difference between direct and bending stress diagrams
how can find a wrench resultant?
Determine the Basic Concepts of Prestressing In the year 1904, Freyssinet tried to introduce prestresses in concrete to resist stresses developed due to external loads. Later,
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Example of Foundation depth and arrangement: For example, if the maximum discharge of a river is 1000 cu m per sec, and the silt factor is 0.60, the maximum scour depth is :
A retaining wall with a smooth vertical back retains a purely cohesive fill. Height of wall is 12 m. Unit weight of fill is 20 kN/m 3 . Cohesion is 1 N/cm 2 . What is the total act
How to calculate Coefficient of permeability
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Landslides induced by rainfall After rainfall, groundwater pressure is built up and this elevates ground water table. Water inside the pores of soil reducesthe effective stres
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