The Lateral Earth Pressure on Rigid Retaining Wall Due to the Various Modes of Wall Movement

벽체변위에 따른 기류벽에 작용하는 토압

  • Published : 1985.06.01

Abstract

The reasonable static and dynamic earth pressure equations were developed by applying the Dubrova's theory and Chang's method to the following cases of wall movements; (1) Active case rotating about the top (2) Active case rotating about the bottom (3) Passive case rotating about the top (4) Passive case rotating about the bottom The equations are presented in accordance with particular wall displacements for the sand and cohesive back-fill, respectively. The results computed by the proposed equations are compared with the conventional theoretical values.

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