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在黄土地区的场地狭窄情况下建造大直径深竖井工程,采取一般设计施工方案难以施工。对此,本文探索研究出新型的护壁方案—地埋式圆形框架剪力墙结构逆作法方案,实施后已取得圆满成功。
The construction of large-diameter deep-shaft wells in the narrow site conditions of loess areas is difficult to construct by adopting a general design and construction scheme. In this regard, this paper explored and developed a new type of retaining wall plan—a reverse-engineering scheme for buried circular frame shear wall structures, which has been successfully implemented.