利用预应力土锚加固前倾的闸室墙

Consolidating Forward Leaning Chamber Wall with Prestressed Soil Anchor

根据谏壁一线船闸西侧闸室墙发生前倾的原位测量和检查资料,在对该段闸室墙前倾的原因进行分析的基础上,采用预应力土锚方案进行加固,经使用验证达到了预期的效果。

According to the in-situ measurement and examination data concerning the forward leaning of west-side chamber wall of Jianbi First Line Shiplock and based on the analysis of the causes of the chamber wall 's leaning, the consolidation scheme with prestressed soil anchor was adopted and proved to have achieved the expected effect.