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Lateral Earth Pressure retaining wall problem example 1

A gravity retaining wall is required to be designed for seismic conditions for the active state. The
following data are given:
given
Solution
From Eq. (11.79)
solution
For all practical purposes, the point of application of Pae may be taken as equal to H/2 above the base of the wall or 4 m above the base in this case.