In the design of cantilever pile cluster bracing structure the calculation of its horizontal displacement is discussed by taking the design of certain foundation pit bracing as an example.
本文以某基坑支护工程设计为例，讨论了悬臂式桩排支护结构设计中支护结构水平位移计算问题，并提出了减小支护结构水平位移的构造设计措施。
Cantilever pile is commonly used in Deep excavation, it has good bracing performance and simple construction, so it has been widely used in excavation project.
悬臂桩作为一种常用的深基坑支护方式，具有支护性能好、施工简单等特点，在我国的基坑工程中被广泛使用。
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