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Influence of Water

When examining the influence of groundwater on the magnitudes of earth pressure the program differentiates between confined and unconfined water. Hydrodynamic pressure acting on the front face of the wall is calculated, if the wall is flooded at the front face side.

Confined water

This type is used in soils with lower permeability - app. below the value of k = 1x10^-3 cm/s. In such soils the water flow is influenced, e.g. by actual grains (by their shape and roughness) or by resistance of fraction of adhesive water. General formulas proposed by Mononobe-Okabe or Arrango are used to analyze seismic effects. The only difference appears in substituting the value of the seismic angle ψ by ψ^*:

Unconfined water

This type is used in soils with higher permeability - app. above the value of k > 1x10^-1cm/s. In such soils it is assumed that water flow in pores is more or less independent of soil grains (e.g. turbulent flow in coarse grain soils). General formulas proposed by Mononobe-Okabe or Arrango are used to analyze seismic effects. The only difference appears in substituting the value of the seismic angle ψ_e by ψ_e⁺:

Apart from dynamic pressure the structure is also loaded by hydrodynamic pressure caused by free water manifested by dynamic pressure applied to the structures. The actual parabolic distribution is in the program approximated by the trapezoidal distribution.

The resultant of hydrodynamic pressure behind the structure P_wd is distant by y_wd from the heel of structure:

and its magnitude follows from:

Hydrodynamic pressure acting on the front face of the wall

The resultant of hydrodynamic pressure on the front face of the wall  P_wd is distant by y_wd from the heel of structure:

and its magnitude follows from: