Abstract: The curved failure surface in the soil retained with a rigid wall is common if the soil is in the passive limit state. Based on the assumption that the critical slip surface is a log-spiral shape, the nonlinear distribution ...

Abstract: For the displacement-dependent earth pressure on a rigid wall that rotates around its base, an analysis approach will be established based on the Duncan–Chang stress–strain model, log-spiral potential slip surface in the ...

Abstract: Rigid retaining walls with polyline backs are possibly used in filling engineering, and some types of these walls may have better stability than ordinary gravity walls with planar backs. Aiming at the active earth pressure ...