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通过现场观测、试验及地基的稳定分析，明确了翼墙地基破坏的主要原因是前池急速降水引起翼墙前、后过大的水位差，造成地基土的渗透破坏。同时，也分析了帷幕盖帽的抗浮能力。
Through the field observation, the test and the stability analysis of the foundation, the main reason for the damage to the foundation of the wing wall is made clear that the pre-tank rapid precipitation causes the water level difference between the front and the back of the wing wall to cause the infiltration and destruction of the foundation soil. At the same time, the anti-floating ability of the curtain cap is also analyzed.