摘要
以大理某项目为例,分析了锚拉式抗滑桩及悬臂式抗滑桩在复杂边坡实际应用中各自的优点,并对不同桩端约束条件下支护方案的内力、位移情况进行对比,为以后抗滑桩在类似边坡工程中的应用提供参考。
Taking a project in Dali as an example,the author analyzed the anchor anti slide pile and cantilever anti slide pile in the practical application of complex slope in their respective advantages,the paper also compared the internal force and displacement of the support scheme under different pile end constraints. It also provides reference for the application of anti slide piles in similar slope engineering.
出处
《山西建筑》
2017年第20期64-65,共2页
Shanxi Architecture
关键词
锚拉式抗滑桩
悬臂式抗滑桩
桩顶位移
桩端
anchor anti slide pile
cantilever anti slide pile
displacement of pile tip
pile end
