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Non-Linear Rupture Surface and Response of Retaining Wall under Static Loading Condition during Active State of Equilibrium

In this paper, an effort has been made to determine the active earth pressure on rigid retaining wall considering non-linear failure surface. The backfill of c-Φ nature has been considered for the purpose. Analytical solutions have been obtained considering non-linearity of the rupture surface using Horizontal Slicing Method. The non- linear model is supposed to provide more general solution compared to linear nature of failure surface. The effects of variation of all the parameters have been studied and it is seen that the shape of the rupture surface may be hogging or sagging in nature.