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For the calculation of foundation settlement, it is required to determine the vertical stress increase in the soil mass due to the load applied on the foundation.

Immediate settlement of cohesive soils is given by S i = q B ( 1 ? ? 2 E s ) S i = H C log e ? ¯ 0 + ? ? ¯ ? ¯ 0. S i = E s ( 1 ? ? 2 ) I q B. S i = C H log e ? ¯ 0 + ? ? ¯ ? ¯ 0.

Settlement amounts are typically calculated by considering various economic damages such as medical expenses, lost wages, and out of pocket expenses from the injury. However non-economic factors should also play a significant role. Non-economic factors might include pain and suffering and loss of quality of life.

To determine the settlement under a footing of given size loaded to the load per sq. ft. for which the curve is prepared, determine from the curve the settlement per unit of column load on the footing of the size required under the column load, and multiply by the total column load carried by the footing.

To calculate the settlement fractions, the mean constant stresses ?konst,i are determined for all i lamellas. The total settlement is equal to the sum of the partial settlements of all lamellas. An example with 6 lamellas is shown below.

Settlement is the downward movement of the ground (soil) when a load is applied to it. The load increases the vertical effective stress exerted onto the soil. This stress, in turn, increases the vertical strain in the soil. This increase in vertical strain causes the ground to move downward.

Se =q0(?B')[(1-?2s)/Es]IsIf Data. A0 = 0.760. A1 = 0.934. A2 = 0.020. F1 = (1/?)[A0 + A1] = (1/?)[0.760 + 0.934] = 0.539. F2 = (n'/2?) tan-1A2 = (8 / 2?) x 0.02 = 0.025. Is = F1 + [(1-2?s )/(1- ?s )]F2 = 0.539 + [(1-2×0.3 )/(1- 0.3 )] x 0.025 = 0.553.

Excel does not calculate cells in a fixed order, or by Row or Column. Instead, Excel dynamically determines and remembers its own internal calculation sequence, which is based on dependencies and dependency trees and chains.

The rate of settlement of a saturated soil is expressed by the coefficient of consolidation (cv). The rate of settlement of a soil, and hence the value of cv, is governed by two factors: the amount of water to be squeezed out of the soil; and the rate at which that water can flow out.

Therefore, to determine the settlements, it is necessary to know: the course of vertical stresses ?z with depth. The settlement-generating base stress ?1 = ?0 - ? ? h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.