Each case of bracing can be unique in its design.
每个补强件在其设计中可以是唯一的。
Through the back-analysis of a computing example, the design optimization of pile-strut bracing structure of deep foundation pit is presented based on reliability analysis.
为了进行支护结构的可靠性设计，探讨了随机变量对支护结构设计的影响，并给出了进行支护结构计算的实例。
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。
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