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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 advantages of anchor-pull anti-slide piles and cantilever anti-slide piles in practical applications are analyzed respectively. The internal forces and displacements of the support schemes under different pile-end constraints are compared , Provide a reference for the future application of anti-slide piles in similar slope engineering.