单支点排桩支护与双排桩支护的对比分析

Comparative Analysis of Single Fulcrum Soldier Pile Retaining and Double Soldier Pile Retaining

本文总结了目前将常用的单支点排桩支护和双排桩支护的计算理论,并通过对工程实例的计算结果进行对比分析,得出了双排桩支护对于单支点排桩具有更好的稳定性,可以适当的减小桩长,能有效的减小桩身弯矩等优点。

This paper summarizes the calculation theories of single fulcrum soldier pile retaining and double soldier pile retaining commonly used in the current, conducts comparative analysis of calculation results of the engineering examples, and draws the conclusion that the stability of double soldier pile retaining is better than the single fulcrum soldier pile retaining, and the double soldier pile retaining can appropriately reduce the pile length and effectively reduce the bending moment.