加筋土挡墙的设计方法较多,作者在标准设计通讯1983年1、2期上“加筋土结构物及其计算”一文中所介绍的计算方法中,将墙顶处作用的荷载换算成相应填土的土柱,其中作用在破坏棱体顶部荷载,仅对墙背土压力产生作用,对拉筋不产生抗拔力;作用在破坏棱体以外的荷载按斜平行于破裂面的方向,投影到拉筋的对应位置上,使拉筋产生摩擦力,现将 Reinforced earth retaining wall design methods are more, the author in the standard design communication 1, 1983 period on “reinforced earth structure and its calculation” in a paper introduced in the calculation method, the role of the wall at the top of the load conversion Into the soil column corresponding to fill, in which the role of damage to the top of the prism load, only the back wall earth pressure effect on the tension does not produce anti-pull force; role in the damage outside the prism load parallel to the rupture plane Direction, projection to the corresponding position on the lacing, the lacing to produce friction, now