The treatment points are suggested and the basic understanding to the stability of slopes of layered structure with reverted dip direction is drawn.
在此基础上,提出了边坡处治要点,得到了关于反倾向结构公路边坡稳定性的基本认识。
参考来源 - 小康高速公路K169+520反倾层状路堑边坡稳定性数值分析—《南水北调与水利科技》—2010年第5期—龙源期刊网·2,447,543篇论文数据，部分数据来源于NoteExpress
A new method is put forward to analyze the stability of slopes.
提出了一种新的边坡稳定性评价方法。
A new approach based on the method of slices to analyze the stability of slopes with non-circular slip surface is presented.
提出了一种新的非圆弧滑动边坡稳定分析算法，该算法直接建立在条分法的基础上。
Therefore, it is of practical significance for evaluating the stability of slopes and harnessing landslide in a rational way.
它对于评价斜坡的稳定性，合理地进行滑坡治理等，都具有实际意义。
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