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该文讨论了地下连续墙兼作基坑围护结构时选型、静力计算和墙体设计以及用作竖向承重结构取代桩基时的截面形状选择和承载特性不利之处,最后分析了存在的问题和发展展望。
This paper discusses the disadvantages of cross-section shape selection and load bearing characteristics when the underground diaphragm wall doubles as foundation pit retaining structure selection, static calculation and wall design, as well as vertical load bearing structure instead of pile foundation, and finally analyzes the existence of Problems and development prospects.