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本文对路堑顺层边坡的极限和最大坡高与坡率进行了理论分析,并对超过最大边坡高度的路堑边坡采用锚索进行预加固作了论述,该方法对指导设计与施工具有现实意义。
This paper makes a theoretical analysis of the limit, the maximum slope height and the slope height of the cutting along the slope, and discusses the pre-reinforcement of the cutting slope exceeding the maximum slope height by using the anchor cable. This method has the following functions Realistic meaning.