渗流作用下仰斜式挡土墙的主动土压力分析  

Analysis on Active Earth Pressure of Inclined Retaining Wall under Seepage

作　　者：李海鹏 LI Haipeng

机构地区：[1]长沙市市政工程有限责任公司,湖南长沙410000

出　　处：《城市道桥与防洪》2023年第1期216-218,I0021,共4页Urban Roads Bridges & Flood Control

摘　　要：库伦理论(包括库伦理论的补充公式)均未考虑渗流作用,而渗流力本来就是一种体积力,对静力模型进行补充,考虑渗流力的影响,对于重力、荷载、滑面阻力(黏聚力、摩擦力)、挡墙反力、渗流力,这些力不同的排列组合会产生不同的静力模型。在多重静力组合中筛查,给出一种最简洁的便于分析的静力平衡模型。运用该静力平衡模型,可以分析渗流力的变化规律。选择2个工程实例,表明在当墙顶坡面坡度较小时(如2°),渗流对挡墙的作用不明显;随着墙顶坡面坡度的增加(如10°),渗流对挡墙的作用力影响显著增加。The Coulomb theory(including the supplementary formula of Coulomb theory) does not consider the seepage effect,and the seepage force is originally a kind of volumetric force.The static model is supplemented to consider the influence of seepage force.For gravity,load,sliding surface resistance(cohesion,friction),retaining wall reaction and seepage force,the different arrangement and combination of these forces will produce the different static models.In the multitiple static combined screening,a most concise static equilibrium model easy for analysis is given.The use of the static equilibrium model can analyze the variation law of seepage force.By selecting two engineering examples,the results show that when the slope of the wall top is small(such as 2°),the effect of seepage on the retaining wall is not obvious.With the increase of the slope of the wall top(such as 10 °),the effect of seepage on the acting force of the retaining wall increases significantly.

关 键 词：主动土压力 渗流 黏聚力 库伦土压力 挡土墙 

分 类 号：U416.01[交通运输工程—道路与铁道工程]