Cut Spreadsheet Settlement For Free

Elastic settlement calculation using displacement influence factors has the general form (Poulos and Davis, 1974):(1) ? = q B E s I where ? is the foundation settlement; q is the applied stress; B means the foundation width; Es stands for the equivalent elastic soil modulus; and I is the displacement influence factor.

The primary consolidation settlement can be calculated from the coefficient of volume compressibility mv, which can further lead to the Young's modulus E? = (1 + v?)(1 ? 2v?)/[mv(1 ? v?)], with an assumed Poisson's ratio v?.

Total settlement refers to the overall change in vertical distance. Differential settlement involves an expected amount that the total settlement will vary between points over a horizontal distance, which can be caused by variations in the foundation soil profile and wall height over a certain distance.

The elastic settlement of the footing in case of saturated clays is determined using the relation: S i = q B ( E s 1 ? ? ) I. S i = q B ( 1 ? ? E s ) I. S i = q ( 1 ? ? 2 E s ) I. S i = q B ( 1 ? ? 2 E s ) I.

The settlement can be calculated by knowing the size of the dike, total load on the soil due to weight of the dike and the soil properties such as elastic modulus, Poisson's ratio, compression index, recompression index, secondary compression index, effective preconsolidation stress, coefficient of consolidation and ...

We make the following calculations for a point located under the foundation at a certain depth (for example, at the mid-depth of the compressible layer): (1) First, calculate the initial effective vertical stress, ?'v,o , before the building was constructed, (2) Then, find the vertical stress increase ??z at that depth ...

The general formula most insurers use to measure settlement worth is the following: (Special damages x multiplier reflecting general damages) + lost wages = settlement amount.