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## Thursday, August 31, 2017

When foundations are constructed, they increase the net pressure that the soil mass under the foundation experiences. The knowledge of this is very important for estimating the settlement of the foundation. Boussinesq in 1883 solved the problem of stresses produced at any point in a homogeneous, elastic, and isotropic medium as the result of a point load applied on the surface of an infinitely large half-space. This has been extended into solving most of the problems of stresses that foundations impose on soils and for different types of loading, despite the fact that soils are practically neither homogeneous nor elastic.

In this example, it is required to obtain the stress that a soil mass experiences at a depth of 3m under the foundation.

The increment in the stress at any point below a pad foundation can be obtained by following the relationship below (equation 1).

----------- (1)

For example, let us consider the plan of a pad footing shown below. The loaded area can be divided into four rectangles A, B, C, D, as shown. It is desired to determine the stress at a point below point 1 at depth z. Note that this point is very common to all the four rectangles. The increment in the stress at depth z below point 1 due to each rectangular area can now be calculated by using the equation above. The total stress increase caused by the entire loaded area can be given by equation (2) below;

∆Ïƒz = q [I3(A) + I3(B) + I3(C) + I3(D)] ---------- (2)

At the centre of a pad footing, this is given by;

∆Ïƒz = q I4   -------------- (3)

Where;

For a rectangular footing in which is required to evaluate the stress at the centre of the footing, we can obtain the value of I4 from the Table below (derived from the relationship above);

Therefore, for the example under consideration;
The service pressure (q) = P/A = (1350 kN) / (1.5m × 1.5m) = 600 kN/m2

b = B/2 = 1.5/2 = 0.75m
m1 = L/B = 1.5m/1.5m = 1.0
n1 = z/b = 3m/0.75m = 4.0