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阐述驷马山引江渠道切岭段诱发裂隙硬粘土挖方边坡变形中的几个问题;分析了滑坡整治方案中减压井的排渗效果。深层排渗为主体的治理(或防治)方法,是抑制此类土质边坡滑动较为行之有效的方法。
Some problems in the deformation of excavation side slope of cracked hard clay induced by Cheling Mountain channel in Damashan river are described. The drainage effect of relief well in landslide remediation project is analyzed. Deep drainage as the main body of the control (or prevention) method is to inhibit the sliding of such soil slope more effective method.