Get Fas 6004

Therefore, to determine the settlements, it is necessary to know: the course of vertical stresses σz with depth. The settlement-generating base stress σ1 = σ0 - γ • h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.

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′.

In short, the medical special damages number multiplied by 1.5 to 5 plus lost income is the number that an insurance company will typically start with to negotiate a settlement. Keep in mind that an insurance adjuster will not inform you of what formula they used to come up with the worth of your claim.

The Coefficient of consolidation at each pressures increment is calculated by using the following equations : Cv = 0.197 d2/t50 (Log fitting method) Cv = 0.848 d2/t90 (Square fitting method)

The rate of consolidation can be assessed based on the vertical coefficient of consolidation cv, which can be further used to calculate the vertical permeability kv = γwmvcv, where γw is the unit weight of water.

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.

Therefore, to determine the settlements, it is necessary to know: the course of vertical stresses σz with depth. The settlement-generating base stress σ1 = σ0 - γ • h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.