深挖路堑边坡失稳模式及防治措施的研究

Study on instability mode of deep excavation cut slope and prevention measures

对某深挖路堑边坡失稳进行原因了分析与稳定性平价,并依据路堑边坡地质条件和失稳模式,采取了相应的工程治理措施,使工程边坡达到长期稳固的目的。

The deeply excavated road cut slope stability evaluation and slope instability cause analysis were given in this paper, based on the road cut slope geological condition and instability mode, the corresponding engineering treatment measures were taken to ensure the long term stability of the engineering slope.