Piles under the bottom of a pit are always subject to deflection due to excavation-induced soil movement on soft foundation.
软弱地基开挖,流动土体对坑内桩基推挤,导致桩基偏位;
When confined aquifer under the bottom of the pit, the foundation excavation will reduce the thickness of overlying impermeable layer.
在基坑底部以下存在承压水层的情况下,基坑开挖减少含水层上覆不透水层的厚度。
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