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基于水平层分析法,考虑墙后分层填土的滑动变形协调条件,建立了关于墙后分层填土的挡土墙土压力强度、土压力合力和合力作用点的理论公式,并与库仑理论公式进行了比较分析。
Based on the method of horizontal layer analysis and considering the coordination conditions of sliding deformation of backfill layered wall, a theoretical formula of earth pressure strength, earth pressure force and resultant force point of retaining wall is established and compared with Coulomb The theoretical formula is comparatively analyzed.