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考虑土拱效应的RB模式挡墙主动土压力研究
Analysis of active earth pressure acting on retaining wall considering soil arching effect under RB mode
【摘要】 假定滑裂面倾角为朗肯倾角,滑裂体主应力迹线为抛物线,根据水平微分滑裂体的竖向静力平衡得到绕墙底转动(RB)模式下的墙背法向主动土压力、法向主动土压力合力及其作用点高度的表达式。理论值与试验值对比表明:RB模式墙背主动压力沿墙高呈上小下大的非线性分布形式,且理论值与试验值吻合较好。
【Abstract】 Assumed that the inclination of failure surface is Rankine failure angle,and the trajectory of principal stress is a parabolic,and according to vertical static equilibrium of differential level sliding soil,new formulas of the normal active earth pressure under RB mode,the normal active earth force and the height of its application were derived. In addition,the calculated values of active earth pressure under RB mode by proposed method was compared with experimental values,and the comparisons show that the distribution of active earth pressure under RB mode is nonlinear,and is upper smaller and lower larger. And the calculate values is accord with experimental values of active earth pressure under RB mode.
【Key words】 Soil arching effect; Active earth pressure under RB mode; Research;
- 【文献出处】 黑龙江科学 ,Heilongjiang Science , 编辑部邮箱 ,2019年20期
- 【分类号】TU432
- 【下载频次】55