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Use of Mononobe-Okabe equations in seismic design of retaining walls in shallow soils

Use of Mononobe-Okabe equations in seismic design of retaining walls in shallow soils

In pseudo-static analysis, the Mononobe-Okabe (M-O) solution is typically applied to determine seismic earth pressures acting on retaining walls where resulting displacements are relatively large. These equations require the input of a horizontal seismic coefficient which is frequently chosen to be equivalent to the free-field…