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该文介绍了软土上加筋路堤旋转稳定性分析的一种新方法，此方法以娄（Ｌｏｗ）（１９８９年）对无加筋路堤的工作为依据．它适用于当危险滑动圆弧穿过路堤顶面时的情况。该法计算简便．
This paper presents a new method for the analysis of the stability of reinforced embankments on soft soil. This method is based on the work of Low (1989) on non-reinforced embankments. It applies when a dangerous sliding arc passes over the top of the embankment. This method is easy to calculate.