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Seismic load on retaining wall

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Is there any method used to estimate the seismic load on a retaining wall that is restrained for lateral movement? This wall is buried and is restrained by a concrete slab on top and a mat foundation at the bottom. I assume that under this condition, active pressures cannot develop, hence the Mononobe-Okabe method cannot be used. Am I right?. This wall is also below phreatic surface.
I will appreciate your input.

Piura, Peru

Servicio de Correo de la Universidad de Piura
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