The result shows that with the increment of excavation depth and the application of steel support, the deformation state of the retaining piles gradually develops form the anteverted curve towards foundation pit to bow curve and the place of Maximum horizontal displacement also move down.

  • 监测结果表明:随着基坑开挖深度的增加和钢支撑的施加,围护桩的变形形态由向坑内的前倾型曲线逐渐变为弓形,最大水平位移发生的位置也随之下移。

  • 互联网摘选 2025-01-19 23:49:38

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